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OROSEC WON& IRECTIONS CTORS THAT DER TO BLE CODES. 70((--ol oZ 1 PIlmVm-Wc i'1lL=i2 :XIST. AREA CALCULATIONS JVING AREA 3029.564 SQFT 9N ENTRY PORCH 2.918 SQFT ,EAR COV. PAT10 439.392 SQFT °IN GARAGE 576.00 SQFT 'OTAL 3747.574 SQFT ISED PER FIELD CHANGES IEW COMMENTS DATED 06/26/17 J.M. IEW COMMENTS DATED 05/03/17J.M. LOCATI NEW All UNIT al GENERAL MECH. THE FOLLOWING SCOPE OF WORK IS TO I. PROVIDE AND INSTALL W A/C UNITS 2 PROVIDE E SET ALL NEW EQUIPMENT TO INSURE THAT UNITS ARE PLACED ANY DEVIATION FROM THIS PLACEMI 3. PROVIDE E INSTALL ALL DUCTWORK 4, INSTALL ALL AIR -DISTRIBUTION AS I �1n.' 216'l.J lH•\Iti P.1 :cml_-aam,c:-2 6. STARTUP ALL EQUIPMENT INSTALLED UNDER THIS SECTION OF SPECIFICATIONS, 7. PROVIDE OWNER WITH WARRANTY AS FOLLOWS, 10 YEAR PARTS / 5 YEAR LABOR SYSTEM WARRANTY I YEAR SERVICE FOR ALL LABOR DURING WORKING HOURS, 8-5PM MON. THRU FRI. 8, PROVIDE ALL PEIRMITS. CONTRACTOR THAT ACCEPTS CONTRACT IS TO BE LICENSED TO PROVIDE THIS INSTALLATION AND BE REGISTERED WITH COUNTY BUILDING i ZONING DEPARTMENT. 9. CONTRACTOR TO HAVE LIABILITY & WORIO ANS COMPENSATION INSURANCE WITH LIMITS EQUAL TO THAT REQUIRED BY STATE OF FLORIDA FOR LICENSED AIR CONDITIONING CON- TRACTORS, DUCTWORK I. DUCT SIZES INDICATED ARE NET INTERNAL DUCT SIZES. 2. ALL TAPE USED IN THIS SYSTEM IS TO BE FOIL FACE SMACNA APP12OVEDINFPA APPROVED. 3. NO GREY TAPE TO BE USED IN THIS SYSTEM LOCATION OF 112 CONDENSOR UNIT #2 UNIT v2 -"-% COOLING EQUIPMENT SUMMARY MAKE LE NIOX TRADE XC25 XC25-024-230-02 EFFICIENCY 246 SEER SENSIBLE COOLING 18240 BTUH LATENT COOLING 4560 BTUH TOTAL COOLING 22800 STU14 ACTUAL COOLING FAN 760 CFM COOLING AIR FLOW FACTOR 0.044 CFM/BTUH LOAD SENSIBLE FEAT RATIO 0.86 )/15/17 03 REVISED PER FIELD CHANGES 6/26/17 Q2 REVIEW COMMENTS DATED 06/26/17 J.M. 15/17/17 A REVIEW COMMENTS DATED 05/03/17J.M. Ir �II�I ullllnaul I�I � II�I�� �I•� � I II I�Id �Illrll411i11! �IIII III. �lalolw�ro�ll I�� � III I�,urr�lll� II�I�II�I�k II�� �' Iu IIII 'Il�rtilll � I III�II� �I v¢r x Ile Copy INDEX OF DRAWINGS ARCHITECTURAL, CS-1 COVER SHEET A-1 DEMOLITION PLAN A-2 ARCHITECTURAL FLOOR PLAN A-3 EXTERIOR ELEVATIONS A-4 BUILDING SECTIONS, WALL SECTIONS, DOOR SCHEDULES AND WINDOW SCHEDULES PLUMBING- P-1 PLUMBING PLAN, PLUMBING RISERS AND DIAGRAMS MECHANICAL - AC -I AIR CONDITIONING PLAN ELECTRICAL, E-1 REFLECTIVE LIGHTING PLAN E-2 POWER PLAN E-3 ELECTRICAL SCHEDULES, RISERES AND DETAILS BUILDING CODE INFO BUILDING CODE USED 5TH EDITION FLORIDA RESIDENTIAL BUILDING CODE WIND CODE USED 5TH EDITION FLORIDA RESIDENTIAL BUILDING CODE RISK CATEGORY, II WIND SPEED USED 160 MPH 3 SEC -GUST ZONE 5- 10% OF WALL LENGTH AT EACH END EXPOSURE D HEIGTk, LESS THAN 60' MWFRS ON WALLS CALCULAT +37.6 MAX. -40.8 MAX. MWFRS ON ROOF CALCULATED -56.8 MAX. J INTERNAL PRESSURE COEFFIC15NT, .18 FOR ENCL BLDG r COMPONENTS � CLADDING' SEE EXTERIOR DOOR AND WINDOW QC H�D TO THE BEST OF MY KNOWLEGEa, `T'k �AWINGS HAVE BEEN PREPARED TO COMPLY WITH THE CODE INFORMATION NOTED ABOVE. LOCATION MAP SALE, N.T.S. bnagery(CJ20'17 Gaogla. Map data til2(117 Goggle soft:,.. AERIAL PHOTO COURTESY OF GOOGLE MAPS WALL TYPE LEGEND EXTERIOR WALLS: EXIST. 8" CONCRETE MASONRY UNIT EXTERIOR WALLS: NEW 2X8 PT WOOD STUDS® 16' O.C. EXIST. INTERIOR WALLS: 2X4 WOOD STUDS AT 16' O.G. NEW INTERIOR WALLS: 2X4 WOOD STUDS AT 16' O.C. (MAX) OPTIONAL 3 5/8' METAL STUDS AT 16" O.G. _ _ _ _ _ _ INTERIOR LOW WALLS: 3 BR, 3 Bath, 3,029 SF AC Area Site Location: 278 Bermuda Beach Dr, Fort Pierce, FL [Jurisdiction: St Lucie County) Owner: Mr. Britt Reynolds, 278 Bermuda Beach Dr, Fort Pierce, FL DG et S t EE I =-i t i® n EXIST FRONT OF HOUSE) SCALE: N.T.S. PRODUCT APPROVAL AFFIDAVIT FORM CATEGORY/SUBCATEGORY APPROVAL NUMBER(S) MANUFACTURER MODEL NUMBER BUILDING DESIGN PRESSURES (+PSF) (-PSF) PRODUCT DESIGN PRESSURES (+PSF) (-PSF) A. EXTERIOR DOORS 1. SWINGING FL 15125.2 ETO DOORS MULTI HORIZONTAL PLANK WOOD DOOR +44.0 PSF -57.5 PSF +60.0 PSF -60.0 PSF 2. ROLL UP GARAGE L 15504.14-R4 CLCPAY BUILDING PROD +41.2 PSF -51.9 PSF +50.0 PSF -58.0 PSF B. WINDOWS 2. CASEMENT NOA-16-0629.21 PGT INDUSTRIES INC CA740 +46.0 PSF -61.7 PSF +70.0 PSF -79.90 PSF 3. FIXED (Glass Panels at rearwal 1 0 NOA-14-0415.06 ALDORA ALUM GLASS FS-300 NL +46.0 PSF -61.7 PSF +80.0 PSF -80.0 PSF great room C. ROOFING PRODUCTS 1. NON-STRUCTURAL METAL ROOF EXISTING NOTE: THE ENGINEER HAS REVIEWED THE ABOVE COMPONENTS OR CLADDING AND HAS APPROVED THEIR USE IN THIS STRUCTURE. THESE PRODUCTS PROVIDE ADEQUATE RESISTANCE TO THE WIND LOADS AND FORCES SPECIFIED BY CURRENT CODE PROVISIONS. 1=MBV ENGINEERING, INC. MOIA BOWLES VILLAMIZAR & ASSOCIATES CONSULTING ENGINEERING CA#3728 M 1835 - 20TH STREET VERO BEACH, FL 329160 PH. (772) 569-0035 FX. (772) 778-3617 MELBOURNE, FL -PH (321) 253-1510 FT. PIERCE, FL - PH (772) 468-9055 yGHLlrr J`fi'�NgE � 20 .i ON W r q0 Q 0 �P �O. Ar Co 40 JUN 1 9 2017 TERENCE SCHLITT, P.E. FL # 81238 CONCEALED FASTENERS OR ATTACHMENTS APE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD iiI PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY- IN ORDER TO COPAPLY.WITH A L APPLICAft"£ CODES. ?)IVISION REW,,WLD FOR' dfPla :vCE REVIEWED BY, o5&'j DATE 2% PLANS AIND PERNIIT MUST BE KEPT ON JOB OR NO INSPECTION WILL BE i,'-. sE. 05/17/17 Z� REVIEW COMMENTS DATED 05/03/17J.M. Date, No. Revlelom Bye Drawing title :COVER SHEET Project QESIDENTIAL QENOVATIONS FOB MIS BPITT REYNOLDS Location 278 BEPMUDA BEACH DP FONT PIEQCE, FLOPIDA Drawn by I J.M. w tr�uarraurrxro- nmrsr.n�eattxatJoiuoxa Seale 1/4. - 1' NEESELLE Date JESUS MEDINA - ARCHITECTURAL DESIGNER ALL DIMENSIONS 04/12/17 488 SVV Market Rd MUST BE VERIFIED File no. Fort Pierce, FL 34952 BY CONTRACTOR REYNOLDS_PL AND ARCHITECTURAL DESIGNER MUST BE SHEET NO NOTIFIED OF ANY C ALL R1GHrs DISCREPANCIES RESERVED TO LARRY BEFORE NIEESE, LLC ROOF PROCEEDING WITH AND CONSTRUCTION THE WORK. (C�COPYRIGHT 2017 of 11 ahts. File Copy REMOVE ALL EXISTING BASEBOARD, DOOR. JAMBS, r DRYWALL, AND PLASTER CEILINGS. 1 REMOVE EXIST WINDOW, SILL AND BUCKS FROM OPENING. — REMOVE DOOR, JAMB AND FURRING FROM EXISTING OPENING DEMOLITION —02220 EXTERIOR O REMOVAL OF EXISTING DECORATIVE BRICK WALLS AT FRONT WALL (EAST FACING. INTERIOR COURTYARD) AND REAR WALL FACING WEST. STRUCTURAL COLUMNS TO REMAIN. O REMOVAL OF EXISTING PAVEMENT AT ENTRY (INTERIOR COURTYARD) O REMOVAL OF b EXTERIOR DOORS AND JAMBS TO BE RELOCATED AND/01? REPLACED. (SEE SHEET A-D O REMOVAL OF ALL EXISTING WINDOWS TO BE RELOCATED AND/OR REPLA=. (SEE SHEET D-D ELIMINATION OF 2 WINDOWS AT FRONT WALL (EAST FACING. INTERIOR GAURTYARD) O REMOVAL OF EXISTING DOUBLE ENTRY DOOR FRONT WALL. (EAST FACING, INTERIOR COURTYARD) O REMOVAL OF EXISTING SOFFIT VENTS TO BE REPLACED. (PERIMETER OF ROOF LINE) O REMOVAL OF DECORATIVE SHUTTERS AT FRONT WALL (EAST FACING.) O REMOVAL OF EXISTING DRIVEWAY ASPHALT PAVEMENT AND EXISTING Diff-C-ORATIVE BRICK WALL ISLAND TO BE REPLACED WITH NEW LAYOUT AND DESIGN AT LATER DATE. INTERIOR O CEILINGS -ALL CEILINGS BOTH WOOD TEG AND PLASTER TO BE REMOVED AND REPLACE. O WALLS -ONLY THOSE WALLS NOTED SHALL BE REMOVED AND REPLACED PER NEW LAYOUT SHEET AA TWO EXISTING INTERIOR WALLS ARE LOAD BEARING, REMOVE AND REPLACE WITH STEEL COLUMNS PER SEIyTION 2/A-4 O FLOORING -ALL EXISTING FLOOR FINISHES TO BE REMOVED, O MILLWORK -ALL EXISTING CABINETS, BASEBOARDS, CASING, JAMBS AND DOORS TO BE REMOVED AND REPLACED. (SEE SHEET D-D O PLUMBING -REMOVAL OF EXISTING FIXTURES AND TOP OUT TO BE RELOCATED AND REPLACED. (SEE SHEET A-2) O ELECTRICAL -REMOVE ALL EXISTING COVERS, SWITCHES, OUTLETS, WIRING, PANELS, BOX ROUGH INS. (SEE SHEET E-D O MECHANICAL -REMOVE ALL GRILLS, SUPPLY LINES, RETURN LINES, CONDENSER AND AIR HANDLERS. (SEE SHEET M-D O INSULATION -REMOVE ALL BATT AND BLOWN INSULATION IN CEILINGS AND INTERIOR WALLS. REMOVE EXISTING DOOR AND JAMBS it \ \� I r' V ,.RI_LbCATING WATER HEATERS TO LAUNDRY (SEE E-D R\D,,DOOR ALL EXISTING BASEBOJAMBS, DRYWALL,ANDTER CEILINGS. — c i I -RELOCATING AHU (SEE M-U _...... ....... REMOVE ALL EX f ARD, DOOR E J Y PLASTER CEI f �.. ri a / RELOCATCIG EX IN TO SHOWN LOCA EE i ENGINEERING, INC. MOIA BOWLES VILLAMIZAR & ASSOCIATES CONSULTING ENGINEERING CA#3728 A-U a W*Fp t9 = Qe 5 O. v� 1835 - 20TH STREET BEACH, FL 329�i0 �� A ...-ES . A;VERO / j PH. (772) 569-0035 FX. (772) 778-3617 JUN 1 9 2017 MELBOURNE, FL - PH (321) 253_151® TERENCE SCHUTT, P.E. FT. PIERCE, FL - PH (772) 4689055 FL # 81238 05/17/17 A REVIEW COMMENTS DATED 05/03/17J.M, Date, No. Revision, syl Drawing title 'DEMO PLAN Project RESIDENTIAL RENOVATIONS FOR MR BRITT REYNOLDS Location 278 BEPMUDA BEACH DR FOPT PIECE, FLORIDA N Drawn by LRPR,J.M. scale 1/4• - I. Data JESUSMEDINA-ARCHITECTURAL DESIGNER ALL DIMENSIONS 04/12/17 488 SW Market rid MUST BE VERIFIED File no. Fort Pierce, FL 34952 BY CONTRACTOR REYNOLDS_PL AND ARCHITECTURAL DESIGNER MUST BE SHEET NO NOTIFIED OF ANY ALL RIGHTS DISCREPANCIES RESERVED TO LARRY BEFORE Aml NEESE. LLC ROOF PROCEEDING WITH AND CONSTRUCTION THE WORK. (CiCOPY12IGPT 2017 of 11 shts. Copy rm..IMBV ENGINEERING, INC. MOIA BOWLES VILLAMIZAR & ASSOCIATES CONSULTING ENGINEERING CA#3728 1835 - 20TH STREET VERO BEACH, FL 32960 PH. (772) 569-0035 FX. (772) 778-3617 MELBOURNE, FL- PH (321) 253-1510 FT. PIERCE, FL - PH (772) 468-9055 ��\111!Illir� „ tt7 u W J m pQ. Z = W� JUNK TERENCE SCHUTT, P.E. FL # 81238 EXIST. AREA CALCULATIONS LIVING AREA 3029.564 SOFT FIN ENTRY PORCH 2.918 SOFT REAR COV. PATIO 139.392 SOFT FIN GARAGE 576.00 SOFT TOTAL 3747.574 SOFT '-VIEW COMMENTS DATED 05/03/I7J.M, Revlslom Byl `,TURAL FLOOR PLAN TIAL (RENOVATIONS Iv,r, 3RITT REYNOLDS Location FORT PIERCE, FLORIDA LRRRYnnxnuwr:+rarwlrs;uvaurarr.,;n Drawn by Scale 1/4' • 1' na sr tuan INEES Date 04/12/17 JESUSMEDINA -ARCHITECTURALDESIGNER ALL DIMENSIONS 488 SW Market Rd MUST BE VERIFIED File no. Fort Pierce, FL 34952 BY CONTRACTOR REYNOLDS—PL AND ARCHITECTURAL DESIGNER MUST BE SHEET NO ALL RIGHTS RESERVED TO LARRY WEESE, LLC ROOF AND CONSTRUCTION (C)COPYRIGHT 2017 NOTIFIED ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK. - Of II Bhte. W E iil III o y u .- m III c)) ill a - Of= HOUSE) SCALE: 114' = 1'-0' ICI LI N LI LI LI x ImI ■I■I■I ICI■I■I■I■I ICI I■I I■I ICI I■I ICI I■I I■I mass a I■I I■I n ■I ICI I■I ICI ICI Ina ICI IMI E=— zm 'C3 t 0=— I �La XfC-1 t 1 tc> n (NEW FRONT OF HOUSE) A-3-3 SCALE: 114' - 1'-0' 4a S t E= I t 1 O (NEW REAR OF HOUSE) A-3 SCALE: 114' = T-O' lb ••2' ti W; / 1835 STREET ■ = BV VERO BEACH, FL 32960 PH. (772)72) 569-0035 ( FX. (772) 778-3617 ENGINEERING, INC. MOIA BOWLES VILLAMIZAR & ASSOCIATES MELBOURNE, FL - PH (321) 253-1510 CONSULTING ENGINEERING CA#3728 FT. PIERCE, FL- PH (772) 468-9055 U UN 1 NCE SCHLT, P.E. .E.T L1Fit 8238 I'lle Copy i TOP OF HEADERS •B-8' .a. I� REVIEW COMMENTS DATED O5/O3/17J.M. �E3UHI-00C�= SE -ru p A-4 (GREAT ROOM AREA) SCALE: 1/4 - 1 0 A 4 EXIST METAL ROOF TO REMAIN EXIST SOFFITS TO REMAIN EXIST TIE BEAM TO REMAIN EXIST FOOTINGS AND STEM WALL TO REMAIN © III_» III Ill III III III■I� III Ilf��ll 3 EXIST GARAGE 8'-0* CLG -- 7 EE c—m .4cs uL III - I la Nf m- UL 1 ® n (INTERIOR COURTYARD) q_q SCALE: 1/4' - 1'-0' STRAP EXIST PRE-El,191I TRUSSES TO EXIST TRIPLE PLY BEAM W/SI(vPSON MTS12 (14)-IOD TO BEAM AND 04ND X 11/ TO TRUSSES COLUNI NW/STEEL BUCKET TO S-PPORT EXIST 3 - 2X12 BEAtvt. FASTENED TO BEAM W/2 - t' X NEW CARRIAGE BOLTS, WNWASWERS BOTH SIDES K I TC H E N 3X3XJ STL COLLMN .EA END LtMER 8'-0' CLG - VARIES ANGLE 6X6 BASE PL FASTENED TO CONC W/4 - 1/2'0 X 5 JA WAS EXISTING FOOTINGS ON STEM WALL FOOTER TO REMAIN SCALE: 1/4' = EXISTING 2X6 RAFTERS EXIST. S12X50 BEAMS NEW 8' X 16' CONIC. BEAM W/2#5'S TOP E 2#5'S BOT CONT. 8' CMU WALL I' X 2' P.T. FURRING s 16O.C. NEW J' STUCCO NEW 4' CONC SLAB (MIN 2500 PSI) W/6X6 WWM TIED TO DOWELS EPDXY e 12' O/C ALONG CUT OUT OF EXISTING FLOATING SLAB OVER 6 MIL VAPOR BARRIER WELL COMPACTED, TREATED FILL DOOR SCHEDULE MARK STYLE DOOR NOTES WD HGT Q+ SINGLE EXTERIOR 314" 6'-8" Main egress do not shutter OVERHEAD Y-0" 7'-0" SINGLE EXTERIOR T-0" 614" • DOUBLE EXTERIOR 6'4" 6'-8" is DOUBLE EXTERIOR 614" 8'-0" e SINGLE EXTERIOR T-0" 6'-8" OVERHEAD 9'-0" 7'-0" 3 SINGLE EXTERIOR T-0" 6'-8" SOLID CORE SPRING HINGES g BIFOLD DOUBLE 6'-0" 6-8" ++ SINGLE 2'-8" 6'-8" +� SINGLE 2'-4" 6'-8" SINGLE 2'-4" 614" ++ SINGLE 2'-8" 6'-8" +� POCKET DOOR 3'-0" 6-8" 46 POCKET DOOR 3'-0" 6'-8" n SINGLE T-8" 6'-8" POCKET DOOR 3'-0" 6-8" BIPASS 5'-0" 6'-8" 21 BIPASS BARN 5'-0" 6'-8" SINGLE T-8" 64" BIFOLD 2'-8" 6-8" 14 SINGLE 3'-0" 6-8" ze POCKET DOOR 3'-0" 6'-8" 26 POCKET DOOR 3'-0" 6'-8" SINGLE EXTERIOR 3'-0" 6'-8" SOLID CORE SPRING HINGES POCKET DOOR 2'-4" 6'-8" SINGLE EXTERIOR 2'-8" 6'-8" 5'-82A n N EXTERIOR �O ENTRY 8'-0" CLG 0 4 EE a a C EE Qc=- V e uL 0® In (INTERIGR COURTYARD) SCALE: 3/8' • 1'0' A-4 C WINDOW SCHEDULE MARK TYPE STYLE SIZE NOTES H OA 22 CASEMENT 37" 26-112" Egress B 22 CASEMENT 37" 26-1/2" c 24 CASEMENT 37" 505/8" Egress 4 O FIXED WALL SYSTEM 34 4' L V Qe FIXED WALL SYSTEM 34211 " 96 e4 FIXED WALL SYSTEM 34 3" 24 CASEMENT 37" 50 5/8" Egress 3 26 2 N 22 CASEMENT 37" 26 z" t FIXED WALL SYSTEM 63" 96" FIXED WALL SYSTEM 63" 96" K FIXED WALL SYSTEM 39 3/8" 96" Egress K9 FIXED WALL SYSTEM 39 3/8" �11Egress El EV FIXED WALL SYSTEM 79 3/8" 96" Egress t_'t FIXED WALL SYSTEM 79 3/8" Egress M FIXED WALL SYSTEM 791/2" 96" Egress M1 FIXED WALL SYSTEM 791/2" Egress n FIXED WALL SYSTEM 791/2" 96" Egress ttt FIXED WALL SYSTEM 791/2" Egress o FIXED WALL SYSTEM 79 3/8" 96" Egress o't FIXED WALL SYSTEM 79 3/8" Egress P DBL 24 CASEMENT 74" 50 5/8" Egress Q DBL 24 CASEMENT 74" 50 5/8" Egress ELEVATION V15W PLAN VIEW ,e ' --------------------- G STuCcO 21RECT70,5LK. 6W3 1 FURRINO � 1N51JL. a Boo 3M. BILK. C , r�;�, 11 I c t STEP-UP P.C. NO CONC. 4 s I yLINTEL; 1,. REVAR IN B p V'!. iREX5 AT W oc J � HZED INTO Q 1x8 PT K Gt3 PT ; hd AT 4' cc ST45SEREP TO 57i1GGO RETZJRN FASTEN 15Y TO 2r f3K 51M OF S -uP I "-' 1X4 FIT LINTEL BEYOND 1 ^ — /5W3RETTWRN .n roe. ...�--- -• fits 1R1M FILL SI•ilM CAVITY — ASTH SPRAY FOAM DOOR FRAME HEAD — WD. SCREW FASTENERS PER PROD. APPVL. - DOGIHT5 l,mFihml LIMA is EXTERIOR eA-4 DOOIWA L �/4„ - 1 _ 0 EXIST STEEL '['BEAM FASTENED TO NEW CONC T. BJCOL W/4 - 1 X 6' VVAB, MIN I � FROM EDGES NEW CONC BEAM AND/OR COLUMN EXIST STEEL 'I' BEAM FASTENED TO NEW CONC T. B✓COL W/4 - } X 6' WAR MIN I } FROM EDGES NEW CONC BEAM AND/OR COLUMN 5-rF: E=-L- Ian Ak M C:� C> N N E=--F00DA A-4 SCALE: 1/2' = T-O' 1':1VIBY ENGINEERING, INC. MOIA BOWLES VILLAMIZAR & ASSOCIATES CONSULTING ENGINEERING CA#3728 um 1835 - 20TH STREET VERO BEACH, FL 32960 PH. (772) 569-0035 FX. (772) 778-3617 MELBOURNE, FL - PH (321) 253-1510 FT. PIERCE, FL - PH (772) 468-9055 EXTERIOR DOOR HEAD DETAIL . 1-014 R. .VAX - Sim meatKaLn ( i r.ar.r.-vAr FA%tiKAK&E A 7o ATE AE Ta p0W 5 �ArArcew .. , �,,. ,per $f7.CL'p Lp V4" FAA IAq"W L 6" �CWr' r ..r art' ,V6 ,..-..-.._�__.............._e..._,. CN" 914 w- rae WrNC1.4-._.__..._.,-_------- .,...._,-..,.-....__-.-. �Ar ff R4W ALUM. WIN. ,ARVA� % HEAD & JAMB DETAIL masm.rimawre A_4 MALF FULL SIZE 45 'WN giRka ----- EXISTING METAL ROOF EXIST APPROVED TRUSSES TO REMAIN SPRAY FOAM INSULATION 516' GYPSUM DRYWALL ON CEILING 9 1/2' DRYWALL OVER, 2X4 WOOD STUD 0 16' O.C. OR MTL STUDS MIN 25 GA. FOR NON-STRUCTURAL 2'X4' P.T. 4' THK. SMOOTH FIN. 2500 PSI CONC. SLAB W/ FIBERCON FIBERS O/E VAPOR BARRIER TYP. lt�T WALL SEC�TD®� A-4 05/17/17 L� REVIEW COMMENTS DATED 05/03/17J.M. Dates No. Revision, By, Drawing title BUILDING SECTIONS Project RESIDENTIAL RENOVATIONS FOf? MQ BRITT f)EYNOLDS Location 278 BEQMUDA_ BEAC4 DR FOQT PIERCE, FLORIDA LRRRYDrawn by J.M. y��i E'•.7` �� Scale 16. g123� * = 1/4. - I. Na EESELL ' * _ Date *; 04/12/17 S � JESUSMEDINA.ARCHITECTURAL DESIGNER ALL DIMENSIONS 488 SW Market Rd MUST BE VERIFIED File no. Fort Pierce, FL 34952 BY CONTRACTOR REYNOLDS—PL AND ARCHITECTURAL DESIGNER MUST BE SHEET NO NOTIFIED OF ANY TERENCE SCHLITT, P.E. ALL RIGHTS DISCREPANCIES A - ALL TO LARRY BEFORE FL # 81238 NEESE, LLC ROOF PROCEEDING WITH AND CONSTRUCTION 'iNE WORK. (CICOPYQIGHT eon of 11 alits. Copy Imp THE FOLLOW 1, ALL NEW 2, MIN I' AP 3. PLUMSEP A. PLUMSEP .Cm u VERIFY D5/17/17 ZL.� REVIEW COMMENTS DATED 05/03117j,M, Drawing WE& PLUMBING PLAN Project QESIDENTIAL PENOVATIONS [FOR MIS BRITT REYNOLDS Loastlan 278 BERMUDA BEACH DQ RRRI m9waffm 806141 Ar— Date JESUS MEDINA -ARCHITECTURAL DESIGNER ALL DIMENSIONS _24-1 12'11 488 SW Market Rd MUST BE VERIFIED File no. 11 Fort Pierce, FL 34952 BY CONTRACTOR REYNOLDS—PL AND ARCHITECTURAL — ----- DESIGNER MUST BE SHEET NO NOTIFIED OF ANY ALL RI044TS DISOk?ePANCIES PIFSEMe[) TO)PLAcRY BEFORE p _I _� LLC ROOF PROCEEDING WITH a X AND CONSTRUCTION THE WORK. k?)CQPYQUG4T 2017 0 a, py LOCATI NEW All UNIT #I GENERAL MECH. THE FOLLOWING SCOPE OF WORK IS TO I. PROVIDE AND INSTALL (2) A/C UNITS 2. PROVIDE E SET ALL NEW EQUIPMENT TO INSURE THAT UNITS ARE PLACED ANY DEVIATION FROM THIS PLACEME 3. PROVIDE E INSTALL ALL DUCTWORK 4. INSTALL ALL AIR -DISTRIBUTION AS II 5. INSTALL ALL TEMPERATURE CONTR�.. II NW I VF I � i N I r F 6. STARTUP ALL EQUIPMENT INSTALLED UNDER THIS SECTION OF SPECIFICATIONS. 7. PROVIDE OWNER WITH WARRANTY AS FOLLOWS 10 YEAR PARTS / 5 YEAR LABOR SYSTEM WARRANTY I YEAR SERVICE FOR ALL LABOR DLRING WORKING HOURS, 8-5PM MON. THRU FRI. 8. PROVIDE ALL PERMITS. CONTRACTOR THAT ACCEPTS CONTRACT IS TO BE LICENSED TO PROVIDE THIS INSTALLATION AND BE REGISTERED WITH COUNTY BUILDING E ZONING DEPARTMENT. 9. CONTRACTOR TO HAVE LIABILITY E WORKMANS COMPENSATION INSURANCE WITH LIMITS EQUAL TO THAT REQUIRED BY STATE OF FLORIDA FOR LICENSED AIR CONDITIONING CON- TRACTORS. DUCTWORK I. DUCT SIZES INDICATED ARE NET INTERNAL DUCT SIZES. 2. ALL TAPE USED IN THIS SYSTEM IS TO BE FOIL FACE SMACNA APPROVED/PFPA APPROVED. 3. NO GREY TAPE TO BE USED IN THIS SYSTEM LOCATION OF R CONDENSOR UNIT al UNIT ■2 COOLING EQUIPMENT SUMMARY MAKE LENNOX TRADE XC25 XC25-024-230-02 EFFICIENCY 24.5 SEER SENSIBLE COOLING 18240 BTUH LATENT COOLING 4560 BTU -I TOTAL COOLING 22800 BTUH ACTUAL COOLING FAN 760 CFM COOLING AIR FLOW FACTOR 0.044 CFM/BTU-I LOAD SENSIBLE HEAT RATIO 0.86 6/26/17 U REVIEW COMMENTS DATED 06/26/17 J.M. 5/17/17 Z�N REVIEW COMMENTS DATED 05/03/17J.M. File Copy STRUCTUP.4"ENERAL NOTES. DESIGN CRITERIA AND LOADS 1. WIND DESIGN: WIND SPEED (MPH) V(ADJ)=124 V(UL7)=160 RISK CATEGORY EXPOSURE CATEGORY D ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT CPI =+/- 0.18 TOPOGRAPHIC FACTOR KZT =1.0 2. DESIGN LOADS a. ROOFLIVELOAD 20 PSF b. ROOF DEAD LOAD (SHINGLE) 17 PSF 3. CONTRACTOR HAS THE RESPONSIBILITY TO NOTIFY THE SER OFANYARCHITECTURAL, MECHANICAL, ELECTRICAL, OR PLUMBING LOAD IMPOSED ONTO THE STRUCTURE THAT DIFFERS FROM, OR THAT IS MECHANICALI aECTRICAL OR PLUMBING DRAWINGS). PROVIDE DOCUMENTATION OF LOCATION, LOAD, SIZE AND ANCHORAGE OF ALL UNDOCUMENTED LOADS IN EXCESS OF 400 POUNDS. PROVIDE MARKED -UP STRUCTURAL PLAN INDICATING LOCATIONS OFANY NEW EQUIPMENT OR LOADS. SUBMIT PLANS TO THE ARCHITECT/ENGINEER FOR REVIEW PRIOR TO INSTALLATION GENERAL REQUIREMENTS 1. THE DESIGN AND CONSTRUCTION OF THIS PROJECT IS GOVERNED BYTHE "FLORIDA BUILDINGCODE (FBC) ", FIFTH EDITION, HEREAFTER REFERRED TO AS THE FBC, AS ADOPTED AND MODIFIED BY THE AUTHORITYHAVING JURISDICTION (AHJ). 2. WHERE OTHER STANDARDS ARE NOTED IN THE DRAWINGS, USE THE LATEST EDITION OF THE STANDARD UNLESS A SPECIFIC DATE IS INDICATED. REFERENCE TO A SPECIFIC SECTION INA CODE DOES NOT RELIEVE THE CONTRACTOR FROM COMPLIANCE WITH THE ENTIRE STANDARD. 3. REFER TO THE ARCHITECTURAL, MECHANICAL, ELECTRICAL, CIVIL AND PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION INCLUDING BUT NOT LIMITED T0: DIMENSIONS, ELEVATIONS, SLOPES, DOOR AND WINDOW OPENINGS, NON -BEARING WALLS, STAIRS, FINISHES, DRAINS, WATERPROOFING, RAILINGS; CURTAIN WALLS, DEPRESSIONS, MECHANICAL UNIT LOCATIONS, AND OTHER NONSTRUCTURAL ITEMS. 4. THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS OF CONSTRUCTION AND ALL JOB RELATED SAFETY STANDARDS SUCH AS OSHA AND DOSH (DEPARTMENT OF OCCUPATIONAL SAFETY AND HEALTH). 5. THE STRUCTURAL DRAWINGS ARE INTENDED TO SHOW THE GENERAL CHARACTER AND EXTENT OF THE PROJECT AND ARE NOT INTENDED TO SHOW ALL DETAILS OF THE WORK. ARCHITECTURAL DRAWINGS SHALL GOVERN THE WORK FOR ALL DIMENSIONS. 6. PLAN AND DETAIL NOTES AND SPECIFIC LOADING DATA PROVIDED ON INDIVIDUAL PLANS AND DETAIL DRAWINGS SUPPLEMENTS INFORMATION IN THE STRUCTURAL GENERAL NOTES. 7. ALL STANDARD NOTES AND DETAILS CONTAINED HEREIN ARE TYPICAL UNLESS NOTED OTHERWISE. CONTRACTOR'S COORDINATION 1. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING DETAILS AND ACCURACY OF THE WORK WITH ENGINEER AND OTHER TRADES; FOR CONFIRMING AND CORRELATING ALL QUANTITIES AND DIMENSIONS; FOR SELECTING FABRICATION PROCESSES; FOR TECHNIQUES OFASSEMBLY,• AND FOR PERFORMING WORK IN A SAFEAND SECURE MANNER. 2. DISCREPANCIES; OMISSIONS, OR INCONSISTENCIES WITH APPLICABLE CODE REQUIREMENTS SHALL BE BROUGHT TO THEATTENTION OF THE ENGINEER BEFORE PROCEEDING WITH THE WORK. 3. THE CONTRACTOR SHALL VERIFYALL DIMENSIONS AND CONDITIONS AT THE SITE. CONFLICTS BETWEEN THE DRAWINGS AND ACTUAL SITE CONDITIONS SHALL BE BROUGHT TO THEATTENTION OF THE ENGINEER BEFORE PROCEEDING WITH THE WORK. STRUCTURAL CERTIFICATION 1. 1 CERTIFY THAT THE PLANS AND SPECIFICATIONS COMPLY WITH THE STRUCTURAL PORTION OF THE FLORIDA BUILDING CODE FIFTH EDITION. 2. 1 ALSO CERTIFY THAT STRUCTURAL ELEMENTS DEPICTED ON THESE PLANS PROVIDEADEQUATE -' RESISTANCE TO THE WIND LOADS SPECIFIED IN SECTION 16091N THE FBC AND CHAPTER 3IN THE FBC-RESIDENTIAL. FOUNDATION AND SLABS ON GRADE 1. FOUNDATION IS DESIGNED BASED ON PRESUMPTIVE SAFE ALLOWABLE BEARING PRESSURE OF 2,000 PSF. CONTRACTOR SHALL VERIFY THAT THE MINIMUM BEARING PRESSURE IS OBTAINED PRIOR TO FOOTING PLACEMENT. 2. REINFORCED FOUNDATION REQUIREMENTS USED IN THE DESIGN: a. MINIMUM DEPTH BELOW FINISHED GRADE .................. ...1'-0" b. MAXIMUM ALLOWABLE BEARING CAPACITY. ...2,000 PSF c. MODULUS OF SUBGRADE REACTION ............. 200 PCI d. PASSIVE LATERAL PRESSURE..... ..... . 250 PSF e. ACTIVE LATERAL PRESSURE (UNRESTRAINED) .......55 PSF f. ACTIVE LATERAL PRESSURE (RESTRAINED)...............35 PSF g. COEFFICIENT OF SLIDING FRICTION ...........................0.4 4. ALL FOUNDATION CONCRETE SHALL BE CAST IN THE DRY DEWATERING OPERATION SHALL BE DONE IN SUCH A WAY THAT GROUND WATER LEVELS OUTSIDE THE SITE WILL BE MAINTAINED TO AVOID SETTLEMENT AND DAMAGE TO NEARBY BUILDINGS AND STRUCTURES. 5. SYNTHETIC FIBER REINFORCEMENT SHALL COMPLY WITHASTM-C-1116, AND THE DOSAGE AMOUNT SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATION BUT NOT LESS THAN 1.2 LBS/CY 6. WELDED WIRE FABRIC SHALL CONFORM TO A.S. T.M. A185 (LATEST EDITION), AND BE SUPPORTED ON SLAB CHAIRS SPACED AT T -0 O. C.. MAXIMUM. 1. THE CONCRETE STRENGTHS SHOWN IN THE FOLLOWING TABLE ARE THE MINIMUM COMPRESSIVE STRENGTHS AT 28 DAYS AND THE WATER/CEMENT RATIO IS THE MAXIMUM. THE SPECIFIED SLUMP IS THE MAXIMUM PRIOR TO THE ADDITION OF ADMIXTURES, CONCRETE SHALL BE STANDARD WEIGHT CONCRETE (145 PCF). ITEM OF STRENGTH AGG SLUMP WATER/CEMENT CONSTRUCTION (PSI) (IN) (IN) (LB/LB) FOUNDATION/SLAB ON GRADE 4,000 1 2-4 0.50 8. REMOVE AND REPLACE MINIMUM 1 FEET OF EXISTING SOIL BELOW FOUNDATION WITH COMPACTED, MOISTURE -TREATED, NON -EXPANSIVE FILL MATERIAL FILL AREA SHALL EXTEND 1 FOOT BEYOND FOUNDATION FOOTPRINT, 9. FOR SITE PREPARATION, REMOVE DELETERIOUS MATERIAL SUCH AS VEGETATION, ORGANIC SOILS AND ROOT ZONES, EXISTING FILL, OR LOOSE, SOFT FROZEN, OR OTHERWISE UNSUITABLE MATERIALS FROM BELOW THE PROPOSED FOUNDATION AREAS. 10. SOIL BENEATH SLABS AND FOOTINGS SHALL BE EXCAVATED AS REQUIRED TO REMOVE ALL ORGANIC AND DELETERIOUS MATERIALS. PLACE CLEAN SAND FILL IN MAXIMUM OF 12 INCH LIFTS. SUBGRADE AND EACH LIFT SHALL BE COMPACTED TO A MINIMUM OF 95 PERCENT OF ITS MODIFIED PROCTOR VALUE IN ACCORDANCE WITH ASTM D 1557. 11. SUBGRADE SHALL BE UNIFORM OVER THE ENTIRE FOUNDATION AREA. DEPRESS SLABS ON GRADE FOR FLOOR FINISHES PER ARCHITECTURAL DRAWINGS. 12. FOUNDATIONS SHALL BEAR ON EITHER COMPETENT NATIVE SOIL OR COMPACTED STRUCTURAL FILL AS PER THE GEOTECHNICAL REPORT. EXTERIOR PERIMETER FOOTINGS SHALL BEAR NOT LESS THAN 24 INCHES BELOW FINISH GRADE, UNLESS OTHERWISE SPECIFIED BY THE GEOTECHNICAL ENGINEER AND/OR THE BUILDING OFFICIAL. 13, PROVIDE 6 MIL 'VISQUEEN' VAPOR BARRIER UNDER ALL SLABS ON FILL (UNLESS OTHERWISE NOTED ON PLANS). 14. COLUMNS, BEAMS, WALLS OR ANY OTHER STRUCTURAL MEMBER PENETRATING SLABS ON FILL SHALL BE ISOLATED BY PRE -MOLDED JOINT FILLER (1/2" THICK) COMPLYING WITHASTM D1752, TYPE 1. 15. TOPS OF FOOTINGS AND SLABS ON GRADE SHALL SEAS SHOWN ON PLANS WITH VERTICAL CHANGES AS INDICATED WITH STEPS IN THE FOOTINGS; LOCATIONS OF STEPS SHOWN AS APPROXIMATE AND SHALL BE COORDINATED WITH THE CIVIL GRADING PLANS TO ENSURE THAT THE EXTERIOR PERIMETER FOOTINGS BEAR NO LESS THAN 24 INCHES BELOW FINISH GRADE, OR AS OTHERWISE INDICATED BY THE GEOTECHNICAL ENGINEER OR BUILDING OFFICIAL. 16. NON -EXPANSIVE BACKFILL SHALL BE PLACED IN CONTROLLED LIFTS NOT TO EXCEED 12 INCHES AND SHALL BE COMPACTED TO AT LEAST 95% OF LABORATORY MAXIMUM DENSITY (ASTM D 1557). 17, AREA DRAINAGE SHALL BE DIRECTED AWAY FROM THE FOUNDATION. 18. GENERAL CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR SHORING, SHEETING AND BRACING OF EXCAVATIONS. 19. LOCATE SA WCUTS PER PLAN OR IF NOT SHOWN ON PLANS COMPLY WITH A C1224.3. 20. IN NO CASE SHALL TRUCKS, BULLDOZERS OR OTHER HEAVY EQUIPMENT BE PERMITTED CLOSER THAN 8'-0" FROM ANY FOUNDATION WALL UNLESS APPROVED BY ENGINEER. M CD STRUCTURAL STEEL CONCRETE MASONRY 1. STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITHAISC "CODE OF STANDARD PRACTICE", 1, CONCRETE MASONRY WORK SHALL BE IN ACCORDANCE WITH THE FLORIDA BUILDING CODE LATEST EDITION. ELECTRICAL REMODEL NOTES REQUIREMENTS FOR MASONRY, AND REQUIREMENTS AND SPECIFICATIONS FOR MASONRY 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH FBC ELECTRICAL CODE, 2011 NEC, NFPA 70 AND STRUCTURES AC1530 /ASCE 6 (LATEST EDITION). 2 STRUCTURAL STEEL GRADES AND MINSTRESS SHALL BE AS FOLLOWS: . ALL LOCAL CODES AND ORDINANCES. 2. ALL MASONRY WORK SHALL CONFORM TO AC1530/ASCE 5 STANDARDS, LATEST EDITION. a. M, S, C MC, L SHAPES ASTM A36 Fy = 36 KSI, Fu = 58 KSI 2. ALL DAMAGED AREAS TO BE REFINISHED TO MATCH NEW WORK. 3. MOISTURE CONTENT OF BLOCKS SHALL NOT EXCEED 35% OF TOTAL ABSORPTION AT THE TIME OF b. HSS RECT. ASTM A500 Fy = 50 KSI, Fu = 62 KSI 3. ELECTRICAL DESIGN IS INTENDED TO BE A COMPLETE AND WORKABLE ELECTRICAL SYSTEM WITH PLACEMENT. ALL MISCELLANEOUS PARTS, WHETHER SHOWN OR NOT, TO BE INCLUDED. ANY DISCREPANCIES OR c. HSS ROUND ASTM A500 Fy = 46 KSI, Fu = 62 KSI DRAFTING OMISSIONS MUST BE REPORTED PRIOR TO BIDDING OR THEY SHALL BE CONSIDERED 4. BLOCK UNITS SHALL CONFORM TO FLORIDA CONCRETE AND PRODUCTS ASSOCIATION INCLUDED. SPECIFICATION "CM-1". d. PIPE ASTM A53 Fy = 35 KSI, Fu = 60 KSI 4. ALL ELECTRICAL SYSTEMS TO REMAIN EXCEPT AS NOTED. 5. MAXIMUM LINEAR SHRINKAGE FOR BLOCK UNITS USED FOR EXTERIOR WALL SHALL NOT EXCEED e. PLATES AND BARS (CARBON) ASTM A36 Fy = 36 KSI, Fu = 56 KSI 5. RE-ROUTE OR ADD AS INDICATED ON PLANS. .04%. f. ANCHOR BOLTS (COMMON) ASTM A307 Fu = 105 KSI 6. ALL MATERIALS USED SHALL BE INSTALLED IN ACCORDANCE WITH THE STANDARDS OF THE 6. CONCRETE MASONRY UNITS SHALL BE IN CONFORMANCE WITH ASTM C 90, GRADE N, TYPE It MATERIAL, THE MANUFACTURER'S INSTRUCTIONS OR THE NFPA 70 WHICHEVER IS MORE MASONRY UNITS SHALL BE TESTED INACCORDANCE WITH ASTM C 140 AND SHALL HAVE A MINIMUM g ANCHOR BOLTS (STR) ASTM A325 Fu = 105 KSI RESTRICTIVE, COMPRESSIVE STRENGTH OF 1900 PSI MINIMUM BASED ON THE NET CROSS SECTIONAL AREA _ _,,,�,_ m �- h: ANCHOR.RODS ASTM F1554 Fy = 36-KSI; -Fu =-58 KSL-.:--------:. ---_-.;,-... 7: ---- USE NEW COPPER WIRE ONLY NO ALUMINUM: - 7. USE ALL GROUT CONFORMING TO ASTM C 476 WITH A MIN. COMPRESSIVE STRENGTH OF 3000 PSI IN L THREADED RODS ASTM A36 Fy = 36 KSI, Fu = 56 KSI 8. ALL WIRES CLOSER THAT 11/4" TO THE EDGE OF FRAMING MEMBERS SHALL BE PROTECTED WITH A 28 DAYS, TESTED IN ACCORDANCE WITH ASTM C 39, COARSE TYPE WITH MAX. AGGREGATE SIZE OF STEEL PLATE AT LEAST 1/16" IN THICKNESS. 3/8"AND SLUMP OF 8" TO 11". NO ADMIXTURES WILL BE PERMITTED IN MORTAR AND GROUT. j. NUTS ASTM A563 9. IN THE PROCESS OF INSTALLING OR REPAIRING THE SYSTEMS, ANY PART OF THE BUILDING THAT 8. GROUT FOR POURING SHALL BE A FLUID CONSISTENCY. 3. HIGH STRENGTH BOLTS SHALL BE TIGHTENED USING "SNUG TIGHT" METHOD. MUST BE CHANGED OR REPLACED SHALL BE LEFT IN A SAFE STRUCTURAL CONDITION. 9. USE TYPE "M" MORTAR IN CONFORMANCE WITH ASTM C 270, AND ASTM C 760, TYPES (DO NOT USE 4. WELDING OF STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH A.W.S. D1.1 WITH E70XX 10. ALL WIRING SHALL BE INSTALLED SO THAT, WHEN COMPLETED, THE SYSTEM WILL BE FREE FROM MASONRY CEMENT). MORTAR SHALL BE FRESHLYPREPARED AND UNIFORMLY MIXED. ELECTRODES. FILLET WELDS SHALL BE MIN. 3/16" UNLESS NOTED OTHERWISE. SHORT CIRCUITS AND FROM GROUNDS OTHER THAN REQUIRED OR PERMITTED IN NEC ARTICLE 250. 10. REMOVE MORTAR PROTRUDING INTO CELL CAVITIES THAT ARE TO BE REINFORCED AND GROUTED, 6, SHOP PAINT ALL NON -GALVANIZED STEEL W/A LEAD CHROMATE FREE ALKYD, SSPC PAINT. CLEAN 11. ALL WIRING SHALL BE INSTALLED IN A NEAT AND WORKMANLIKE MANNER. ALLOW A MIN. OF 24 HOURS FOR MORTAR TO CURE BEFORE PLACING GROUT STEEL TO THE REQUIREMENTS OF SSPC-SP6 PRIOR TO PRIMING. 12. CONDUCTORS SHALL BE INSULATED AND THE MATERIAL SHALL BE OF ALUMINUM, COPPER -CLAD 11. REINFORCING STEEL SHALL CONFORM TO ASTM A 615 GRADE 60, FY = 60,000 PSI, ALL SPLICES (LAPS) 7. SHOP PAINT ALL NON -GALVANIZED STEEL WITH SSPC PAINT 20 TYPE 1 OR 2 MIN. DRY FILM ALUMINUM, OR COPPER UNLESS OTHERWISE SPECIFIED. AND CORNER BARS SHALL BE MINIMUM 30 INCHES OR AS SHOWN ON DRAWINGS. EPDXY COATED 3-MILS. CLEAN STEEL TO THE REQUIREMENTS OF SSPC-SP6 PRIOR TO PRIMING. 13. WHERE INSTALLED IN RACEWAYS, CONDUCTORS OF SIZE 8 AWG AND LARGER SHALL BE STRANDED. BARS SHALL HAVE THEIR LAP LENGTHS 50% GREATER THAN THOSE SPECIFIED ABOVE __-THICKNESS 8. DO NOT PAINT STEEL SURFACES IN CONTACT WITH CONCRETE OR ARE TO RECEIVE FIREPROOFING. 14. METAL FRAMING MEMBERS SHALL BE BONDED TO THE EQUIPMENT GROUNDING CONDUCTOR FOR 12. USE PRESSURE -TREATED WOOD FOR ALL WOOD IN CONTACT WITH MASONRY THE CIRCUIT THAT MAY ENERGIZE THE FRAMING AND BE SIZED IN ACCORDANCE WITH THE NEC 13. ALL UNITS TO BE LAID UP IN RUNNING BOND WITH CONCAVE COMPRESSED JOINTS UNLESS NOTED WOOD CONSTRUCTION NOTES ALL WOOD AND WOOD CONSTRUCTION SHALL COMPLY WITH THE SPECIFICATIONS AND CODES 15. TABLE 250,122.1 ALL SMOKE DETECTORS SHALL ALSO BE CARBON MONOXIDE DETECTORS AND SHALL BE LOCATED OTHERWISE. INDICATED IN THE DESIGN CRITERIA. IN THE INSIDE OF EACH BEDROOM AND DIRECTLY OUTSIDE THE BEDROOM DOOR. 14. HEAD AND BED JOINTS SHALL BE 3/8" THICK EXCEPT STARTING JOINT AT FOUNDATION WHICH SHALL 2. SHEATHING SHALL BE IN ACCORDANCE WITH PS 1-95 /ANSI A 199.1. ALL SHEETS BEAR APPROPRIATE BE 1/4" MINIMUM AND 3/4" MAXIMUM. ALL UNITS SHALL BE LAID WITH FULL MORTAR COVERAGE OF GRADING STAMP OF APA AND SPAN RATING. PROVIDE 1/8" SPACE AT PANEL EDGES AND END JOINTS THE FACE SHELLS IN BOTH HORIZONTAL AND VERTICAL OR TRUSS. UNLESS OTHERWISE NOTED. 15. INTERSECTING WALLS SHALL BE INTERLOCKED WITH RUNNING BOND OR ATTACHED PER DETAIL. 3. ALL WOOD FRAMING SHALL BE FABRICATED AND INSTALLED PER AITC AND TPI NATIONAL DESIGN PLUMBING REMODEL NOTES 16. WHERE VERTICAL REINFORCEMENT IS REQUIRED PROVIDE ONE PIECE, NO SPLICES, CENTERED IN SPECIFICATIONS FOR WOOD CONSTRUCTION. 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH FBC PLUMBING CODE AND ALL LOCAL CODES THE WALL UNLESS SPECIFICALLY DETAILED. OTHERWISE.PROVIDE VERTICAL SUPPORT SPACERS AT 4. LUMBER SHALL BE IDENTIFIED IN ACCORDANCE WITH NATIONAL GRADING RULES AND SHALL BEAR 2. AND ORDINANCES. ALL DAMAGED AREAS TO BE REFINISHED TO MATCH NEW WORK. 200 REINFORCEMENT DIAMETERS MAXIMUM BUT NOT EXCEEDING 10 FEET. THE CONTRACTOR HAS GRADE STAMP OF SPIB, OR OTHER ASSOCIATION RECOGNIZED BY DOC PS 20 OR EQUIVALENT. 3. PLUMBING DESIGN IS INTENDED TO BE A COMPLETE AND WORKABLE PLUMBING SYSTEM WITH ALL THE OPTION TO USE ADDITIONAL LAP SPLICES FOR THE PLACEMENT OF THE VERTICAL THE 5. ALL METAL CONNECTIONS AND FABRICATIONS SHALL COMPLY WITH OR AISI SPECIFICATIONS. MISCELLANEOUS PARTS, WHETHER SHOWN OR NOT, TO BE INCLUDED. ANY DISCREPANCIES OR REINFORCING. 6. LUMBER 2-INCH OR LESS IN NOMINAL THICKNESS AND SHEATHING SHALL NOT EXCEED 19% MOISTURE CONTENT AT TIME OF INSTALLATION. AND SHALL BE STAMPED "S-DRY" "K-D" OR "MC15" DRAFTING OMISSIONS MUST BE REPORTED PRIOR TO BIDDING OR THEY SHALL BE CONSIDERED 17, ALL REINFORCED HOLLOW UNIT MASONRY SHALL BE BUILT TO PRESERVE THE UNOBSTRUCTED ALL LUMBER SHALL BE S4S. INCLUDED. VERTICAL CONTINUITY OF THE CELLS TO BE FILLED. WALLS AND CROSS WEBS FORMING SUCH CELLS 7. ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH MASONRY, CONCRETE OR SOIL 4. ALL PLUMBING SYSTEMS AND EQUIPMENT TO REMAIN EXCEPT AS NOTED. TO BE FILLED SHALL BE FULL -BEDDED IN MORTAR TO PREVENT LEAKAGE OF GROUT. ALL HEAD (OR SHALL BE PRESSURE TREATED, OR HAVE APPROVED SEPARATING MATERIAL. 5. RE-ROUTE OR ADD AS INDICATED ON PLANS. END) JOINTS SHALL BE SOLIDLY FILLED WITH MORTAR FOR A DISTANCE IN FROM THE FACE OF THE 8. ALL LUMBER SIZES NOTED AND SPECIFIED ON PLANS ARE NOMINAL SIZES UNLESS SPECIFICALLY 6. ALL MATERIALS USED SHALL BE INSTALLED IN ACCORDANCE WITH THE STANDARDS OF THE WALL OR UNIT NOT LESS THAN THE THICKNESS OF THE LONGITUDINAL FACE SHELLS. BOND SHALL INDICATED AS NET SIZE. MATERIAL, THE MANUFACTURER'S INSTRUCTIONS OR THE FBC PLUMBING WHICHEVER IS MORE BE PROVIDED BY LAPPING UNITS IN SUCCESSIVE VERTICAL COURSES OR BY EQUIVALENT 9, UNLESS NOTED OTHERWISE, THE FOLLOWING MINIMUM LUMBER GRADES SHALL BE USED: RESTRICTIVE. MECHANICAL ANCHORAGE a. STRUCTURAL ROOF AND WALL FRAMING - #2 SYP. 7. PIPES PASSING THRU WALLS OR CONCRETE SHALL BE PROTECTED FROM BREAKAGE. 18, VERTICAL CELLS TO BE FILLED SHALL HAVE VERTICAL ALIGNMENT SUFFICIENT TO MAINTAIN A b. NON-STRUCTURAL WALL FRAMING -STUD GRADE SPF OR METAL STUDS. 8. IN THE PROCESS OF INSTALLING OR REPAIRING THE SYSTEMS, ANY PART OF THE BUILDING THAT CLEAR, UNOBSTRUCTED, CONTINUOUS VERTICAL CELL MEASURING NOT LESS THAN 3"AND HAVING c. NON-STRUCTURAL FRAMING - #2 SPF. MUST BE CHANGED OR REPLACED SHALL BE LEFT IN A SAFE STRUCTURAL CONDITION. A CLEAR AREA OF 10 SQUARE INCHES. d. ROOF FRAMING MEMBERS ABOVE THE CEILING LINE -#2 SYP 9, MINIMUM SLEEVE SPACING SHALL BE THREE DIAMETERS CENTER TO CENTER OF THE LARGER 19. REINFORCING BARS REQUIREA MINIMUM CLEAR DISTANCE OF 1/4"FOR FINE GROUT OR 1/2" FOR e. WALL SHEATHING SHALL BE 24/16 SPAN RATED STRUCTURAL SHEATHING. SLEEVE OR 6" CLEAR BETWEEN SLEEVES, WHICHEVER IS GREATER. COURSE GROUT BETWEEN ANY MASONRY FACE. A MINIMUM 2" COVER FROM THE EXTERIOR FACE 10. FASTENERS AND CONNECTORS USED ON UN -TREATED WOOD EXPOSED TO WEATHER SHALL BE HOT MECHANICAL AND VENTILATION REMODEL NOTES: OF THE BLOCK TO THE REINFORCING INCLUDING GROUT SHALL ALSO BE OBSERVED. DIPPED GALVANIZED OR STAINLESS STEEL. 20. ALL REINFORCING TERMINATING AT BOND BEAMS REQUIREA STANDARD HOOK WITH AN 11. FASTENERS AND CONNECTORS (INCLUDING TRUSS PLATES, NAILS, BOLTS, ANCHORS, ETC.) USED IN 1. HVAC CONTRACTOR TO VERIFYALL CLEARANCES AND SPACES PRIOR TO EQUIPMENT FABRICATION AND EMBEDMENT OF 6" MIN CONTACT WITH TREATED WOOD SHALL BE COMPATIBLE WITH THE TREATMENT METHOD AND AS INSTALLATION. _ _ -- - FOLLOWS; 2. ALL MECHANICAL WORK TO BE PERFORMED IN ACCORDANCE WITH THE MECHANICAL CODE AND ALL 21. USE MINIMUM 1 #5 IN FILLED CELL AT WALL INTERSECTIONS, EACH SIDE OF OPENINGS IN THE WALL a. WOOD TREATED WITH DOT SODIUM BORATE (SBX) -MINIMUM G90 ZINC COATING. APPLICABLE LOCAL CODES AND ORDINANCES HAVING JURISDICTION. AND AT THE ENDS OF WALLS UNLESS NOTED IN PLANS TO BE DIFFERENT. b. WOOD TREATED WITH ACQ-C OR ACQ-D (CARBONATE) OR OTHER BORATE (NON -DOT) - 3. INSTALL ALL HVAC EQUIPMENT AND DEVICES IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS & P2, ALL CELLS CONTAINING REINFORCING OR EMBEDDED ITEMS SHALL BE SOLID GROUTED. MINIMUM G185INC COATING. RECOMMENDATIONS: PROVIDE OUTSIDE AIR PER ASHRAE 62 (LATEST EDITION). 23. GROUT SHALL BE CONTINUOUS OPERATION ALL GROUT SHALL BE CONSOLIDATED AT TIME OF c. FOR ALL OTHER TREATMENT - COMPLY WITH THE RECOMMENDATIONS OF THE 4. ALL WALL MOUNTED THERMOSTATS SHALL BE INSTALLED AT A CENTERLINE OF 48"ABOVE FINISH FLOOR. POURING BY PUDDLING OR VIBRATION AND THEN RECONSOLIDATED AGAIN BY PUDDLING LATER, PRESERVATIVE WOOD SUPPLIER 5. SEE MECHANICAL SHEET FOR ADDITIONAL INFORMATION. BEFORE PLASTICITY IS LOST. d. STAINLESS STEEL CONNECTORS AND FASTENERS MAY BE USED FOR ALL TYPES OF TREATED WOOD 24, UNITS WHICH ARE DISTURBED AFTER INITIAL BOND IS ACHIEVED MUST BE REMOVED AND RELAID 13. WOOD FASTENING SHALL SEAS SPECIFIED /N THE DRAWINGS. FASTENING NOT SPECIFICALLY WITH FRESH MORTAR TO ENSURE ADEQUATE BOND STRENGTH AND MINIMIZE THE LIKELIHOOD OF IDENTIFIED ON DRAWINGS SHALL COMPLY WITH THE REQUIRHMENTS OF THE FLORIDA BUILDING WATER PENETRATION INTO AN UNBONDED JOINT CODE. 25, WHERE ANCHOR BOLTS ARE SET IN MASONRY WALL, FILL BLOCK CELLS WITH GROUT FOR BOLT 14. CONTRACTOR SHALL PROVIDE ALL FASTENING DEVICES NE, ESSARYAND SUITED FOR EACH r QW RSE ABOVEAND TWO COURSES BEL ANCHOR ELEVATION. COURSE ONEWU APPLICATION. FASTENINGS IN CONTACT WITH MOISTURr: SHALL BEHOT-DIPPED GALVANIZED 26. CHASES AND RECESSES SHALL BE CONSTRUCTED AS MASONRY UNITS ARE LAID. MASONRY DIRECT CONFORMING TO ASTMA-158-80. ABOVE CHASES OR RECESSES WIDER THAN 12 INCHES SHALL BE SUPPORTED ON PRECAST 15. SHEATHING NAILS OR SCREWS SHALL BE DRIVEN SO THAT THEIR HEAD OR CROWN IF FLUSH WITH GROUTED LINTELS. THE SURFACE OF THE SHEATHING. DOORS AND WINDOWS 16. CONNECTORS FOR TRUSS TO TRUSS COMPONENTS SHALL BE AS SPECIFIED BY THE TRUSS MANUFACTURER, 1. THE DESIGN PRESSURES FOR THE DOORS AND WINDOWS SHALL BE NOT LESS THAN THE VALUES 17. HANGERS AND FRAMED COMPONENTS SHALL BE FURNISHEI%BY THE MANUFACTURER WITH NAILS SHOWN IN THE, SCHEDULE. FOR SPECIFIC USE AND INSTALLATION. 2. THE DOORS AND WINDOWS SHALL BE INSTALLED IN STRICT COMPLIANCE WITH THE 18. STUDS SHALL HA VE FULL BEARING ON A SOLE PLA TE OR SILL NOT LESS THAN 2INCHES IN MANUFACTURER'S NOTICE OF APPROVAL (MIA MI NOA OR FBC APPROVAL). THICKNESS HAVING A WIDTH NOT LESS THAN 'THAT OF THE WALL STUDS. 3. THE DOORS AND WINDOWS MUST WITHSTAND THE IMPACT OF WIND BORNE MISSILES, OR SHALL BE 20. BUILT UP LUMBER (MULTIPLE MEMBERS) MUST BE FASTENED TOGETHER TO ACT AS ONE TO RESIST PROTECTED WITH AN APPROVED IMPACT RESISTANT COVERING. THE APPLIED LOAD. PROVIDE MINIMUM 2 ROWS OF 16d Ae 12" 0. C. 4, EACH UNIT SHALL BEAR A LABEL WITH THE MANUFACTURER'S NAME AND DESIGN PRESSURES, 21. STUDS SHALL BE PLACED WITH THEIR WIDE DIMENSION PERPENDICULAR TO THE WALL. 22. IN NON -BEARING WALLS AND PARTITIONS, STUDS SHALL BE SPACED NOT MORE THAN 24 INCHES ON 5, PRIOR TO INSTALLATION, ALL FRAMES MUST BE CHECKED FOR, RACK, TWIST AND OUT OF SQUARE. CENTER AND ARE PERMITTED TO BE SET WITH THE LONG DIMENSION PARALLEL TO THE WALL. 6. FOLLOW FMA (FENESTRATION MANUFACTURERS ASSOCIATION) GUIDELINES FOR FLASHING ALL 23. WOOD CONNECTORS AND HOLD-DOWNS SHALL BE AS SPECIFIED IN THE DRAWINGS AND SHALL BE OPENINGS. INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. ALL PRE -MANUFACTURED a. CAULK ALL INSIDE CORNERS OF OPENINGS WITH AN APPROVED SEALANT CONNECTORS SHALL HAVE NAILS OR SCREWS INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS, DRIVEN FULLY. b. APPLY AN APPROVED FLASHING TO ALL FOUR SIDES OF OPENINGS. 24. A HOLE NOT GREATER IN DIAMETER THAN 40 PERCENT OF THE STUD WIDTH MAYBE BORED IN ANY c. APPLYA HEAVY, UNINTERRUPTED BEAD OF APPROVED SEALANT TO THE BUCKS PRIOR TO WOOD STUD. BORED HOLES NOT GREATER THAN 60 PERCENT OF THE WIDTH OF THE STUD ARE ATTACHING TO THE OPENING PER WINDOW/DOOR DETAILS. PERMITTED IN NONBEARING PARTITIONS OR IN ANYWALL WHERE EACH BORED STUD IS DOUBLED, d SEAL BUCKS WITH AN APPROVED FLASHING MATERIAL PROVIDED NOT MORE THAN TWO SUCH SUCCESSIVE DOUBLE STUDS ARE BORED. IN NO CASE SHALL e. INSTALLDOOR/WINDOW AND APPLY BEAD OF APPROVED SEALANT AROUND PERIMETER. THE EDGE OF THE BORED HOLE BE NEARER THAN N INCH TO THE EDGE OF THE STUD. BORED HOLES SHALL NOT BE LOCATED AT THE SAME SECTION OF STUD AS A CUT OR NOTCH. 7, APPROVED CORROSION RESISTANT FLASHING SHALL BE APPLIED IN SHINGLE FASHION INA MANNER 25. EVERY ROOF RAFTER, ROOF JOIST OR TRUSS SHALL BE ANCHORED TO THE BEAM OR WALL ON TO PREVENT ENTRY OR PENETRATION OF WATER TO THE BUILDINGS STRUCTURAL FRAMING WHICH THEY BEAR. COMPONENTS. 8, SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH, 9, ALL EGRESS WINDOWS SHALL MEET FBC SECTION 1029 OR FBC-R 310, AS APPLICABLE. ELECTRICAL LOAD SUMMARY GENERAL LOAD WATTS AMPS WIRE TOTAL WATTS GENERAL LIGHTING AND RECEPTACLES 3,030 TOTAL S.F. 3 PER SQ. FT. 15 12 9,090 CEILING FANS (5) 240 PER UNIT 20 12 1,200 SMALL APPLIANCE (3) 1,500 PER APPL. 20 12 4,500 REFRIGERATOR 1,500 PER UNIT 20 12 1,500 RANGE 12,000 PER UNIT 50 8 12,000 DISHWASHER 1,500 PER UNIT 20 12 1,500 DISPOSAL (1) 500 PER UNIT 20 12 500 EXHAUST FANS (3) 240 PER UNIT 20 12 720 MICROWAVE 1,800 PER UNIT 20 12 1,800 DRYER 5,000 PER UNIT 30 10 5,000 WASHER 1,500 PER UNIT 20 12 1,500 WHIRLPOOL 2,800 PER UNIT 20 12 -- WATER HEATER (1) 4,500 PER UNIT 30 10 4,500 SPRINKLER PUMP (2) 750 PER UNIT 20 12 1,500 POOL PUMP 750 PER HP 20 12 2,250 POOL HEATER (FUTURE) 3,000 PER UNIT 30 10 -- SUB-TOTAL 47,560 1ST 10,000 WATTS @ 100% 10,000 REMAINDER WATTS @ 40% 15,024 AIR CONDITIONER AMP X VOLTS 30AMP5 X 240V 7,200 HEATER 10,000 @ 65% 6,500 TOTAL WATTS 32,224 TOTAL WATTS -. 240v = 140 AMPS MIN. SERVICE PROVIDED 200 AMPS 2 IN MIN SIZE CONDUIT `-� 1/0 CU UNDERGROUND CONDUCTOR 3 CU NEUTRAL (MIN) GROUNDING ELECTRODE SHALL COMPLY W./ NEC 250-66.122 CONDUCTOR TO BE #4 COPPER 5/8" X 10' CU. CLAD GROUND ROD GROUND TO WATER PIPE & BUILDING STEEL GENERAL REMODEL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH FBC FIFTH EDITION "EXISTING BUILDINGS", ITS AMENDMENTS AND ALL GOVERNING LOCAL CODE AND ORDINANCES, 2. PROVIDE ALL REQUIRED MATERIALS FOR A COMPLETE INSTALLATION CONSISTENT WITH THE INTEN OF THESE DOCUMENTS. 3. MATERIALS ALREADY IN USE MAY REMAIN UNLESS DETERMINED TO BE DANGEROUS TO LIFE, HEALTH OR SAFETY,'IN THIS CASE THEY SHALL BE MITIGATED OR MADE SAFE, 4. SUPPLEMENTAL MATERIALS AND MANUFACTURED PRODUCTS THAT ARE NECESSARY TO COMPLY WITH THE INTENT OF THE DRAWINGS, BUT ARE NOT NOTED OR SPECIFIED ARE TO BE INCLUDED . 5. ALL ASSEMBLY, PRODUCTS, SYSTEMS, ETC. TO BE INSTALLED IN STRICT ACCORDANCE WITH THEIR RESPECTIVE MANUFACTURER'S SPECIFICATIONS AND INSTRUCTIONS. 6. CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE WORK AND EXISTING CONDITIONS AND SHALL NOTIFY THE ENGINEER OFANY :CONFLICT OR DISCREPANCIES WITHIN THESE DOCUMENTS PRIOR Tc COMMENCING OR CONTINUING WORK. 7. CONTRACTOR SHALL USE PROPER PRECAUTIONS TO INSURE THAT EXISTING CONDITIONS ARE NOT DAMAGED DURING CONSTRUCTION, I.E. INCLEMENT WEATHER ETC, 8: THE PLANS AND SPECIFICATIONS ARE NOT INTENDED TO DEPICT EACH AND EVERY DETAIL, AS PARTY IN THE FIELD, THE CONTRACTOR IS IN THE BEST POSITION TO VERIFY THAT ALL CONDITIONS ARE COMPLETED AND PROVIDE A WATERTIGHT STRUCTURE. 9 THE ENGINEER SHALL IN NO WAY BE RESPONSIBLE FOR HOW FIELD WORK IS PERFORMED, SAFETY IN, ON OR ABOUT THE JOB SITE, OR METHODS OF PERFORMANCE OR TIMELINESS OF PERFORMANC OF WORK. 10. CONTRACTOR TO OBTAINAPPROVAL FROM ENGINEER AND OWNER FOR USE OF "OR EQUAL"ITEMS. 11. ENGINEER WILL ONLYVIST THE SUEAT 714EREQUESTBY THE OWNER, BUILDING OFFICIAL OR CONTRACTOR. 12. REPAIR AND PATCH TO MATCH EXISTING AS REQUIRED UNLESS OTHERWISE NOTED. NEW AND OLD FINISH TO MATCH IN AT M ERIAL AND TEXTURE UNLESS OTHERWISE NOTED. 13. PROTECT ALL AREAS NOT BEING REMODELED FROM DAMAGE, DUST, WATER ETC. 14. MATERIALS SHALL MEET THE FOLLOWING REQUIREMENTS: MATERIAL FLAME SPREAD INDEX SMOKE DEVELOPED INDEX WALL AND CEILING FINISHES NO GREATER THAN 200 NO GREATER THAN 450 INSULATION NO GREATER THAN 25 * NO GREATER THAN 450 'UNLESS EXCEPTIONS ARE MET PER FBC-R 302.10.1. 15. FIREBLOCKING SHALL MEET R302.11 AND DRAFTSTOPPING SHALL MEET FBC-R 302.12. 16. GYPSUM BOARD MATERIALS ADN INSTALLATION SHALL MEET FBC-R 702.3.1. DEMOLITION NOTES 1. PLANNING AND EXECUTING OF DEMOLITION SHALL BE DONE IN ACCORDANCE WITH APPLICABLE ANSI-A10 STANDARDS. 2. ALL WORK SHALL BE DONE IN ACCORDANCE WITH ALL LOCAL CODE AND ORDINANCES, 3 CONTRACTOR SHALL TAKE APPROPRIATE MEASUREMENTS IF LEAD -BASE PAINT OR ASBESTOS IS FOUND OR SUSPECTED TO BE ON THE AREAS TO DEMOLISH. 4. CONTRACTOR SHALL TAKE MEASUREMENTS TO MINIMIZE THE AMOUNT OF DUST CREATED, THE POTENTIAL RELEASE OF MOLD INTO THE ATMOSPHERE, AND THE AMOUNT OF VIBRATION PRODUCED THAT MIGHT AFFECT SURROUNDING STRUCTURES OR THE OPERATION OF NEARBY EQUIPMENT. 5. VERIFY LOCATION OF ALL NEW WALLS PRIOR TO REMOVING ANY EXISTING WALLS, 6. ERECT AND MAINTAIN TEMPORARY BRACING, SHORING, LIGHTS, BARRICADES, SIGNS AND OTHER MEASURES AS NECESSARY TO PROTECT THE PUBLIC, THE WORKERS AND ADJOINING PROPERTY FROM DAMAGE FROM DEMOLITION WORK. 7 OPEN DEPRESSIONS AND EXCAVATIONS PART OF THIS WORK SHALL BE BARRICADED AND POSTED WHEN ACCESSIBLE THROUGH ADJACENT PROPERTY OR PUBLIC ACCESS. 0. PROTECT ALL EXISTING AREAS AND UTILITIES THAT ARE NOT TO BE DISTURBED. 9. ALL MATERIALS TO BE REMOVED FROM SITE AND DISPOSED OF IN AN APPROVED MANNER. BURYING OF TRASH AND DEBRIS ON THE SITE IS NOT PERMITTED. UM 2" NIPPLE, (2) #4/0 CU THHN AWG FEEDER CONDUCTOR (1) #2/0 CU AWG NEUTRAL (MIN) MAIN PANEL ELECTRICAL. RISER 200A toO # 00 M L" C',J o 00 ;u> U) s -1c Fli W H W W O O H O WNCMeT - WMO(o _jOM �LL0)00 = 2 NLU ark f� 0 00WaLL h J O oLo Ln o ,rn N 7 N r- mC as J J LL LL z U Z)w Od mr wLL Uco zw ¢00 U m ImUO< `2 a QU Z°60 _Qf Z w Lug z LLI > z w I_nw0 V co Q z �LuiCR O_ LLI U Z LL LLJ w IY U 0 _ LIJ W m U) Q O 0 W 00 Z N U Of w w a >� 0 O LL "ATE: 06/19/2017 SHEET S1 OF 2 17-0173 PERMIT SET #5 BA IN GR( 2X P.T. BUCK i14" TAPCONS 2X P.T BUCK i14" TAPCONS W' LIQUID W/ 1i" EMBED. @ 18" O.C. SEE WINDOW DETAILS W'/ LIQUID W./ i�" EMBED @ 18' O.C. SEE WINDOW DETAILS FLASHING PER FBC 2„ M MAX. & WITHIN 6" OF EDGES* FILL GAP W./ BACKER FLASHING PER FBC 2" M MAX. & WITHIN 6" OF EDGES* FILL GAP W/ BACKER 3" 8" CMU WALL W/. VERT CREW WITH SEALANT ROD AND SEALANT CREW WITH SEALANT ROD AND SEALANT REINF. AT JAMBS GROUTED FOR CONTINUOUS AIR SEAL FOR CONTINUOUS AIR SEAL SOLID - SEE PLANS 1/4„ MAX. 1/4- MAX. 1/4" TAPCONS i14" TAPCONS SEE HEADER W./ 1" EMBED. SEE HEADER W./ i J" EMBED. IXT FINISH DETAIL @ 11" O.C. MAX. & EXT. FINISH DETAIL @ 11" O.C. WITHIN 4" OF EDGES* WITHIN 4" OF EDGES* SCREW WITH SEALANT SCREW WITH SEALANT -- SEE DOOR \xs N ' • - SEE WINDOW jai • DETAILS DETAILS " g ^ FILL GAP W./ BACKER DOOR FILL GAP W./ BACKER WINDOW SEALANT ROD & SEALANT FOR SEALANT ix P.T. BUCK SEALANT ROD & SEALANT FOR SEALANT ix P.T. BUCK CONT. 2x6 PRESSURE TREATED PLATE @ DOOR CONTINUOUS AIR SEAL W./ LIQUID WINDOW HEAD CONTINUOUS AIR SEAL W,/ LIQUID JAMB W/ }" 0 x 3-1/2" J-BOLT @ 24" .:. . SEALANT.& FLASHING PER FBC '• . SEALANT & FLASHING PER FBC O.C., J" 0 x 3-1/2" WEDGE BOLT @ 24" BACKER ROD BACKER ROD O.C. OR J" 0 x 3-112" TAPCONS @ 16" TYP. HEADER DETAIL TYP. JAMB DETAIL TYP. HEADER DETAIL TYP. JAMB DETAIL * SPACING LISTED IS MAX. ALLOWED O.C. VERT STAGGERED PROVIDE ONE FASTENER WITHIN 6" FROM THE TOP & *NOTE: REFERENCE NOA INSTALLATION ANCHOR LAYOUT OR SPECIFIC ANCHOR LOCATIONS AT CORNERS *NOTE: REFERENCE NOA INSTALLATION ANCHOR LAYOUT OR SPECIFIC ANCHOR LOCATIONS AT CORNERS BOTFOM OF JAMB PLATE AND MEETING RAILS. SHIMS SHALL BE }" SHORTER THAN DEPTH OF DOOR AND SHALL BE NON AND MEE77NG RAILS. SHIMS SHALL BE }" SHORTER THAN DEPTH OF WINDOW SILL AND SHALL BE NON H FT. WIDE GARAGE WATER -DEGRADABLE OR COMPRESSIBLE. FLASHING SHALL BE PROTECTO WRAP LWN200 OR EQUAL. WATER -DEGRADABLE OR COMPRESSIBLE. FLASHING SHALL BE PR07ECTO WRAP LWN200 OR EQUAL. DOOR JAMB ATTACHMENT DOOR BUCK AT CMU DETAIL WINDOW BUCK AT CMU DETAIL SCALE: 3/4" = i'-0" SCALE: 3/4" = V-0" SCALE: 3/4" = V-0" 1 #5 TOP U.N.O. 1 1/2" CLEAR F- x (D Lu GROUT fc = 3000 P.S.I MIN. Z^ 1 #5 BOTTOM U.N.O. z 8F24 iT iB PRE -CAST LINTEL PROVIDED #5 BARS @ TOP WITH REINFORCEMENT # 5 BARS AT BOTT. NOMINAL HEIGHT FILLED / UNFILLED NOMINAL WIDTH NOTE: LINTEL SHALL BE 8F16 - 1B/lT UNLESS CALLED OUT ON PLAN LINTEL DESIGNATION SCALE: 3/4" = V-0" L EXISTING _ 2x8-P.T. @ JAMB, SILL _ AND HEADER W/ 114" X 4" TAPCONS @ 6" O.C. STAGGERED #3 x i'-O" DOWEL W/. STUD HOOK @ 24" O.C. 2x8 BLOCKING. C VERT. IN MORTAR JOINTS O.C. MAX W/ (2) EPDXY ANCHOR 5" INTO TOENAILED AT EACH EXISTING CMU. INFILL CMU DETAIL SCALE: 1/2" = 1'-0" - - CONTRACTOR SHALL CUT CMU BELOW BOND BEAM AT EXISTING OPENING d VERIFY #5 BAR VERT. - ____ IN GROUTED CELL @ EACH JAMB, SEE FILLED CELL DETAIL IF NOT PRESENT VERIFY #5 BAR HORIZ. FULLY GROUTED @ SILL FOR WINDOWS, D&E OR EMBED. 6" TO JAMBS . El W < 8' _ FOR SINGLE FILLED CELL 8' > W < i6' USE TWO FILLED CELLS @ EA. END RESIZE OPENING DETAIL SCALE i12 l'-O" 2x8 SYP VERT. @ 16" O.C. W/ (2) H2.5 W/ (10) 8d's @ EA. END -- (E) CMU WALL W/ WINDOW OPENING W 12' i2d's END Lf = I EXTERIOR SHALL HAVE i12" MIN. CDX PLYWOOD W/ 10d's @ 6" O.C. MAX. INTERIOR SHALL MATCH EXISTING. INFILL FRAME DETAIL SCALE: 112" = 1'-0-'-- - (E) P.E. TRUSSES @ 24- O.C. TYP. 4x4 SYP BRACE AT INTERIOR UNDER TRUSSES p 2x4 SYP DIAGONAL BRACING W/(1) r" BOLT AT EACH END TYP. (E) CONC. SLAB 5'-6" SHORING DETAIL (MAX) SCALE: 3/4" = V-0" �_ i _ , TELESCOPIC SHORING POST OR 4x4 SYP W/ BOTTLE JACK 2x WALL FRAMING (SEE STRUCTURAL) SHEATHING PER SCHEDULE MOISTURE BARRIER DRAINAGE PLANE G 3 W/ 2" FIELD LAP MIN., STAPLED IN PLACE W/ N MIN. FASTENERS UNTIL WiRE LATH IS INSTALLED WWF OR FIBERMESH IS NOT NEEDED G� PAPERBACKED WIRE LATH W/ i" END LAP, FOR REPAIRS UNDER 30" IN WIDTH 4 Y2" EDGE LAP. FASTEN W/ 13/8" ROOFING NAILS TO SNDS/BLOCKING @ 6" O.C. AND 12" O.C. IN FIELD 5 TWO COAT STUCCO, FINISH THICKNESS OF �" 4" THICK, .4 W PSI COB W/ 6x6- W1.4xW1.4 WWF OR FIBERMESH I" BEYOND OVER 6 MIL. VAPOR BARRIER OVER MASONRY TREATED, WELL COMPACTED FILL 2 CONTROL FLASHING MEMBRANE STRIP COVERING WOOD FRAME TO 1 MASONRY INTERSECTION UNDER CONTROL BEAD, EXISTING SLAB FLASHING EQUAL TO PROTECTO WRAP BT20XL 9" WIDE TO EXTEND 2" BELOW THE CMU 6"x6" THICKENED EDGE DEMO EXISTING NOTE: NUMBERS INDICATE 5 J" STUCCO OVER MASONRY AT PERIMETER SEQUENCE OF INSTALLATION STUCCO DETAIL - ELEV. VIEW SLAB REPAIR DETAIL SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" NOTE: PROVIDE CONTROL JOINTS PER CODE (E) 8" CMU WALL IN RUNNING BOND SEE ARCH ITECTURALS FOR ALL FINISHES (E) ROOF SYSTEM TO REMAIN 8"x16" REINF. CONC. BOND BEAM W/ (2) #5 CONT. TOP AND BOTTOM NOTE: PROVIDE #4 HOOPS IN BEAMS @ 12" O.C. MAX. OVER OPENINGS. TYP. #5 DOWELS @ EA. VERTICAL BAR W/ 90 DEG. HOOK (E) CONCRETE SLAI (E) CONC. FOOTER TO`� /j�/�// REMAIN /' W TYPICAL WALL SECTION SCALE: i12" = i'-O" REMOVE FACE OF CMU BLOCK FOR STEEL PLACEMENT — COVER WITH PLYWOOD FOR GF ALTERNA USE TWO 15 BARS LAP @ CENTER, AINTATiN EMBED. ANO LAP SPLICE #5 BAR VERT. EPDXIED 6" INTO EXISTING CONC. OR CMU TIE BEAM U a In a s 0 #5 BAR VERT. TO BE GROUTED SOLID REMOVE FACE OF CMU BLOCK FOR STEEL PLACEMENT COVER WITH PLYWOOD FOR GROUTING U ' J a � '�/tl�f'sldo� Asa EXISTING FOUNDATION �I M q4®lE' °°°°° Al00 , V . gs R.it 0 60 15 BAR VERT. D&E- 6" TO (E) SLAB/FOU �°° Z n FILLED CELL ON EXISTING WALL DETAIL SCALE: 112" = V-0" r ne W I, a N_ 0 � BRITTLE FLOOR FINISHES WILL o REQUIRE CRACK SUPPRESSANT MEMBRANE AT CONSTRUCTION JOINT H z Z g 12" #4 DOWEL BAR DRILLED & H v EPDXIED 6" INTO EXISTING SLAB @ 24" O.C. MAX. & 12" FROM W w EDGES w n MR010731mu-Im 1 J i z I` U) W 0- U) H < < 1--0 < O O W W yy 2 O O O U O h CDIn F- ( rn (I.I N co r N V Q � N r � LL M S m 0) 1b m an 2 Lo N J J OQNN u,w r O Nmz Dw .. �' O d Ln m co LL 2 � �W Ua) Zw I-_ co U M �+ < z 06 W �<E N_ W Lug Wiz Zw `!!''�� w C9 NEI VmZ) < U3 z IIIIIIIIIIIIIIIIIIINWS < W _o ULL z LLI w ® Y U _ LLI < w m U < O J m Z N L) Lu w W a Of LLO ,kTCE SCHUTT 'P.E.#81238 06/19/2017 SHEET S2 OF 2 17-0173 PERMIT SET File Copy t e ELECTRICAL SYMBOLS ® �j DUPLEX RECEPTACLE AT 12" A.F.F. SWITCH SINGLE POLE n T TELEVISION JACK PREWIRED sn ® IIi DUPLEX RECEPTACLE AT BASE 3 SWITCH THREE WAY 220 V. RECEPTACLE AT 12" A.F.F. Ep DUPLEX RECEPTACLE S SWITCH (� HVAC III II AT 8" ABV. COUNTER 4 FOUR WAY T THERMOSTAT O II GFI DUPLEX RECEPTACLE FLUSH IN FLOOR DUPLEX RECEPTACLE GROUND FAULT IR D f SWITCH WIOSTAT SWITCH DIMMER �M ® IN BOM (MASTER) O TELEPHONE OUTLET AT 12" A.F.F. DUPLEX RECEPTACLE TOP REC. SWITCHED K f SWITCH KEYED g (J TELEPHONE OUTLET FLUSH IN FLOOR II WP DUPLEX RECEPTACLE WATERPROOF ® I SECURITY KEYPAD ® SPEAKER IN CLG. DUPLEX RECEPTACLE Q1 JUNCTION 4cPLIGHTS SECURITY UNDER COUNTER BOX I GFI DUPLEX RECEP. AT 8" ABV. COUNTER ® I DOOR CHIME ® RECESSED EYEBALL �{ I I INTERCOM (SLAVE) STATION I DOOR PUSHBUTTON �Wp GFI WEATHERPROOF GFI RECEPTACLE IIxII SMOKE DETECTOR SWITCH DISCONNECT PADDLE FAN W/ OR WO/ LIGHT FLOURESCENT LIGHT FIXTURE INCANDESCENT LIGHT FIXTURE CLG. MNTED. INCANDESCENT LIGHT FIXTURE WALL. MNTED. HI HAT CLG. MOUNTED HI HAT VAPOR PROOF FLUORESCENT STRIP FIXTURE F.P.&L. METER g & DISC. ® BREAKER PANEL F EXHAUST FAN F L EXHAUST FAN LV DOOR RELEASE (VVOLUME CONTROL QUADRUPLEX RECEPTACLE ® LOW VOLTA®E TRANSFORMER FH CEILING MTb: FAN BOX 220 VOLT OUTLET 1= B ENGINEERING, INC. MOIA BOWLES VILLAMIZAR & ASSOCIATES CONSULTING ENGINEERING CA#3728 1835 - 20TH STREET VERO BEACH, FL 32960 PH. (772) 569-0035 FX. (772) 778-3617 APR 1 7 2017 TERENCE SCHUTT, P_E. FL # 8123ft VE2 \PTO SWITCH AT FAMILY ROOM MELBOURNE, FL - PH (321)253-1510 FT. PIERCE, FL - PH (772) 468.9055 ELECTRICAL SYMBOLS DUPLEX RECEPTACLE AT 12" A.F.F. SWITCH SINGLE POLE 4 TELEVISION JACK PREWIRED sD SMOKE DETECTOR g F.P.&L. METER & DISC. Q� AT LEX BASE ASERECEPTACLE �3 TH EEHWAY 220 V. AT 12" A.F.F. � DISCONNECT TCH ® PANEL QII�' EPTACLE SWITCHQ� HVAC x PADDLE FAN IIO ATPLEX 8" ABVCCO COUNTER f4 FUR WAY I THERMOSTAT W/ OR WO/ LIGHT FAN II DUPLEAUST FLUSHXIN FLOOR DUPLEX RECEPTACLE GROUND FAULT R f SWITCH RHIOSTAT SWITCH DIMMER IM ® �OA.F.FASTER) ATO TELEPHONE OUTLET AT 12" A.F.F. ® LIGHT FLOURFXTURE ESCENTFL INCANDESCENT LIGHT FIXTURE CLG. MNTED. EXHAUST FAN LV DOOR RELEASE Q�GFI II DUPLEX TOP REC. SWITCHEDE &B IK SWITCH EYED TELEPHONE IN FLOOR ET INCANDESCENT LIGHT FIXTURE WALL. MNTED. Q I VOLUME CONTROL WP DUPLEX RECEPTACLE WATERPROOF ® I SECURITY KEYPAD ® SPEAKER IN CLG. ® HI HAT CLG. MOUNTED QUADRUPLEX RECEPTACLE e INS DUPLEX RECEPTACLE UNDER COUNTER JUNCTION BOX V SECURITY LIGHTS ® HI HAT VAPOR PROOF ® LOW VOLTAGE TRANSFORMER Gc FI GFI DUPLEX RECEP. AT 8" ABV. COUNTER DOOR CHIME ® RECESSED EYEBALL FLUORESCENT FE ❑ CEILING MTD. FAN BOX INTERCOM (SLAVE) STATION p I DOOR PUSHBUTTON IZ)Wp 11 GFI WEATHERPROOF GFI RECEPTACLE STRIP FIXTURE ® II 220 VOLT OUTLET ®h . BV ENGINEERING, INC. MOIA BOWLES VILLAMIZAR & ASSOCIATES CONSULTING ENGINEERING CA#3728 18.35 - 20TH STREET VERO BEACH, FL 32960 PH. (772) 569-0035 FX. (772) 778-3617 MELBOURNE, FL - PH (321) 253-1510 FT. PIERCE, FL -PH (772) 468-9055 -APR 1~ 7 2017 Y - __ _ M-RENCE SCHLITT F F. L Fi I',5 e Fide Copy ELEiC7'RI - L DEMOLITION LEGEND SYMBOL DESCRIPTION —� IF) 4ER> EXISTING TO REMAIN. EXISTING TO BE RELOCATED. 0 REMOVE AND TURN OVER TO OWNER. <ERP> EXISTING TO BE REPLACED, 'ERC> EXISTING TO BE RECIRCURED. +RE> RELOCATED, EXISTING Datem I No. Rsvlelom By, Drawing title POWER PLAN Project RESIDENTIAL RENOVATIONS FOR MR BRITT REYNOLDS Location 278 BERMUDA _BEACH: DR FORT PIERCE, FLORIDA LRRRY Drawn by J.M. asvup,ramrox,aaussruaw scale /Date L.L JESUSMEDINA -ARCHITECTURALDESIGNER ALL DIMENSIONS O4A2A7 File no. 488 SW Market Rd MUST BE VERIFIED Fort Pierce, FL 34952 BY CONTRACTOR AND ARCHITECTURAL DESIGNER MUST BE REYNOLDS_PL SHEET NO ALL RIGHTS RESERVED TO LARRY NEESE, LLC ROOF AND CONSnzucTlON ( )COPYRIGHT 2017 NOTIFIED OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK. - of 11 shts.