Loading...
HomeMy WebLinkAboutBuilding PlansW 9 7E 01 20'1 .1 LEGEND & ABBREVIATIONS FOUND 4X4 CONCRETE MONUMENT (NO ID) \S O Oy \ A ARC LENGTH A/C AIR CONDITIONER BM BENCHMARK C CALCULATED FROM FIELD MEASUREMENTS CBS CONCRETE BLOCK STRUCTURE C/L CENTERLINE CM CONCRETE MONUMENT CONCRETE DEG / DEG OR DEGREE ELEV ELEVATION FFE FINISHED FLOOR ELEVATION FND FOUND ID IDENTIFICATION NUMBER IP IRON PIPE IR IRON ROD IRC IRON ROD & CAP LB LICENSED BUSINESS LS LICENSED SURVEYOR M MEASURED DATA MON MONUMENT NAVD NORTH AMERICAN VERTICAL DATUM NGVD NATIONAL GEODETIC VERTICAL DATUM NO OR # NUMBER NTS NOT TO SCALE OHP OVERHEAD UTILITIES ORB OFFICIAL RECORDS BOOK P PLAT DATA PG(S) PAGE(S) PLS PROFESSIONAL LAND SURVEYOR POB POINT OF BEGINNING POC POINT OF COMMENCEMENT PRM PERMANENT REFERENCE MONUMENT PSM PROFESSIONAL SURVEYOR AND MAPPER R RADIUS RLS REGISTERED LAND SURVEYOR R/W RIGHT-OF-WAY ® WATER METER & AND AT A DELTA 0 UTILITY POLE BOUNDARY& TOPOGRAPHIC SURVEY FOUND 4X4 CONCRETE MONUMENT (NO ID) LOT 4 MILLER'S SUBDIVISION OCCUPIED LYING IN SECTION 4, TOWNSHIP 37 SOUTH, RANGE 41 EAST SAINT LUCIE COUNTY, FLORIDA FOUND IP (NO ID) MEAN OIGH WATER LINE LOCATED AT ELEVATION (-0.34') NAVD OF 1988 FIELD LOCATED ON APRIL 28, 2017 61y INDIAN RIVER / TOP OF BANK y5 FOUND 2X3 CONCRETE 61�� Zy MONUMENT (NO M) TOP OF BANK ---- 2,41 y� 'h9y$ 4k \ \/ FOUND 3X3 CONCRETE y MOILLT.ER 4 BENCHMARK MONUMENT (NO ID) \ S 6 \0000 \ SUBDIVISION ELEVATION = 3.04' VACANT weL\ .03 \2.44 9 „ -1A ROCK RIP RAP 0 1.63 0,28 z \ w A EDGE OF WATER LOCATED ON APRIL 28, 2017 12:45 PM / FOUND 4X4 CONCRETE S 6� �7.04 oR�Hft 5. 8 \� V EDGE OF WAT28, ER LOCATED ON \17 MONUMENT (NO ID) �4�o RFF�QB R 5 969 0 1 �12:45 PM -A 5.2 13.0 a 1��E��0630 3,69 'LSE 40 RETAINING WALL O N Z O 1 j L \ A \ jr 3,9 s .�\ ono>. FE' a Stops 53 A.#EP c INDIAN RIVER OB r. pn � f Zs�SV ,4r \ iop� 7,0 StNppM 2,30 n V` -,1 ao 5,9 N, RIFE-� 6.95 ROCK RIP RAP \ Leh 6' °�. e+ \z3.5 6.95 FOUND 3X3 CONCRETE MONUMENT (NO ID) LOT 5 MILLER'S SUBDIVISION OCCUPIED FOUND IRC PSM # 4049 FOUND IR (NO ID) 0 � 61�9g'I LOT 6 MILLER'S SUBDIVISION OCCUPIED GRAVEL 16.0 .i°� LOT 5 , 0.30 \ PARKING x ,26 am 4,43 .40 \ MEAN HIGIN WATER LINE LOCATED 2y9 29 8 \ 'V' FND 5/8IRC AT ELEVATI (-0.34') NAVD OF 1988 RETAINING WALL SEP,loop PSM # 4971 1'99 \ FIELD LOCA ON APRIL 28, 2017 P� \ d �16, 5 � 57.92 BNB \ \ \ a� e 6,0 11,21\ 21 >i ROCK RIP P \ C) 119 6,3 \ 16,7 + „ / 'L \ TOP OF BANK \ 15.69 'rn. 9.14 P \ N \ SET 5/8 IRC tip / \ 1�,g6 LB # 7903 \ \ 6�5y`J� 6,30 BENCHMARK LOT 6 ELEVATION = 16.34' MILLER'S 16.35 ASUBDIVISION \ \ VACANT MIPJ,SFT6ACKR,=Q, SIDES" \ s\\V.. pp� REAR �'�-- \ LO, o �F\ ZNG. Z F TECH. / FOUND IR / (NO ID) LOCATION MAP NOT TO SCALE STREET ADDRESS 12416 S INDIAN RIVER DRIVE, JENSEN BEACH, FL 34957 LEGAL DESCRIPTION THAT PART OF LOT 5 OF MILLER'S SUBDIVISION, ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 6, AT PAGE 48, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA, WHICH LIES EAST OF THE EAST RIGHT OF WAY LINE OF STATE ROAD 707, TOGETHER WITH RIPARIAN AND LITTORAL RIGHTS, OF ANY. FDOH in St. Lucie Count, Environmental Health Septic System Appears Arj-quate For Proposed Construction This Approval Does Not ntee Performance of the System Reviewer: � GENERAL NOTES 1. THE BEARINGS SHOWN HEREON ARE BASED UPON THE NORTH LINE OF LOT 5, AS RECORDED IN PLAT BOOK 6, PAGE 48, PUBLIC RECORDS, ST. LUCIE COUNTY, FLORIDA, HAVING A BEARING OF S61'57'58"W. (ASSUMED DATUM) 2. FLOOD NOTE: BY GRAPHIC PLOTTING ONLY, THIS PROPERTY IS IN ZONE "X, AE-7", ACCORDING TO THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. 12111C 0311 J, EFFECTIVE DATE FEBRUARY 16, 2012. THE EXACT DESIGNATION CAN ONLY BE DETERMINED BY AN ELEVATION CERTIFICATE. 3. ALL ABOVE GROUND FIXED IMPROVEMENTS, IF ANY, HAVE BEEN LOCATED AND SHOWN HEREON. 4. THE SURVEYOR HAS NO KNOWLEDGE OF UNDERGROUND FOUNDATIONS WHICH MAY OCCUPY LANDS OF OTHERS. 5. UNDERGROUND UTILITIES AND UTILITY SERVICES HAVE NOT BEEN LOCATED ON THIS SURVEY, EXCEPT AS SHOWN. 6. LANDS SHOWN HEREON WERE NOT ABSTRACTED BY THIS OFFICE FOR RIGHTS —OF —WAY, EASEMENTS OF RECORD, OWNERSHIP, ABANDONMENT'S DEED RESTRICTIONS OR MURPHY ACT DEEDS. 7. REPRODUCTIONS OF THIS MAP ARE NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR & MAPPER. 8. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. 9. INFORMATION SHOWN HEREON IS BASED ON DEED AND FIELD MEASURED DATA. 10. THE LAST DATE OF FIELD WORK WAS MAY 03, 2017. 11. ELEVATIONS SHOWN HEREON ARE IN FEET AND BASED UPON NORTH AMERICAN VERTICAL DATUM OF 1988. GLOBAL POSITIONING SYSTEM (GPS) NOTES 1. REAL TIME KINEMATIC (RTK) METHOD WAS UTILIZED USING A TWO (2) DUAL FREQUENCY TOPCON HYPER GA II SYSTEM. 2. TYPICALLY, A BASE RECEIVER IS SET UP ON AN ESTABLISHED CONTROL STATION WHILE A ROVING RECEIVER LOCATES EXISTING MONUMENTS, IMPROVEMENTS AND CONTROL ON THE PROJECT. 3. GPS SURVEY MEASUREMENTS WERE PROCESSED AND ADJUSTED USING CARLSON SURVEY 2008. 4. THE HORIZONTAL TARGET ACCURACY FOR THIS SURVEY EXCEEDS MINIMUM STANDARDS OF PRACTICE PER FLORIDA ADMINISTRATIVE CODE (F.A.C.) 5J-17-051. W M U V M -Q� o.- WLL Z�Z FA Wo O LLJ > w ra- ` w W Z O. W ' �a m N I - � W a' � 0 _/ Q T � GzW�>o _J Z FQ-^ N oo_ RJO� OQ W N Z W rY > -- O Z Q LL Z Z IL CO 0 = 1L It a 2yW o a P V Q U WCx WzV U Q W o Y L a W f z 0 aY z z M > W W ar > z D' a Cl) W w a w w . W A W �l � Q Fa U W r, r, W F- a (L fa � L0 ,o In Q W - '0N 9 zx< L6 ¢�Z3 O Z W WPj J o�S= LL h UwzJO O ��ZV N NW a¢ U o�op = MOM ff Z� Z U12m 5;: »o� >wow of z a o <unJ LLOFF— O ,00wF Q-W�'-Moo00 aF§0 - zIx co, OiZaZzO< Z 81 o 0So w� O wF' pow U W �zak (� o0<Wz zooa J DMZ' ,Aa Q U JWxD <aOw DRAWN BY; CA CHECKED BY1 CA DATE, MAY 09, 2017 HORIZONTAL SCALE 1'=20' NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR & MAPPER. SEAL LES ARNOLE 46 SURVEYOR & MAPPER SHEET 1 OF 1 PROJECT NO. 17-125 2 1 RDS SLABS,PATIOS 366 sf WHICH LIES EAST OF .THE EAST RIGHT OF WAY LINL PERVIOUS 10,830 sf OF STATE ROAD 707, TOGETHER WITHTHE RIPARIAN AND LITTORAL RIGHTS, OF ANY. BUILDING LOT COVERAGE 1,153 sf =9% (*) EXISTING GRASS REMOVED STREET ADDRESS for CONCRETE SLAB PATIOS 366 sf 12416 SOUTH INDIAN RIVER DRIVE JENSEN BEACH, FLORIDA 34957 GENERAL NOTES- - CONTRACTOR AND SUB CONTRACTORS SHALL VISIT SITE AND VERIFY ALL CONDITIONS BEFORE PROCEEDING WITH ANY COMMENCEMENT OF WORK OR ANY MATERIAL ORDERING. NOTIFY THIS ARCHITECT AND ENGINEERS OF ANY ERRORS, OMISSIONS OR CHANGES BEFORE COMMENCEMENT OF PROJECT. - CONTRACTOR SHALL NOTIFY ALL APPROPRIATE UTILITY COMPANIES BEFORE ANY EXCAVATION HAS COMMENCED AND TO VERIFY EXISTING SERVICE LINES AND POSSIBLE HAZARDS. - COORDINATE ELECTRICAL SERVICE, TELEPHONE, TELEVISION (CABLE), COMPUTER SYSTEM REQUIREMENTS AND LOCATIONS AND AVAILABILITY WITH SERVICE PROVIDERS. - BATHROOM, RESTROOM FLOORS, BASE TUB AND SHOWER ENCLOSURES SHALL BE IMPERVIOUS MATERIAL ( CERAMIC TILE) UNLESS SPECIFIED OTHERWISE. PROVIDE WATER RESISTANT GYPSUM WALLBOARD ( DENS SHIELD) AROUND TUB AND SHOWER ENCLOSURES. - INTERIOR PARTITIONS (NON -BEARING) SHALL BE 1/2" GYPSUM WALLBOARD ON EACH SIDE OF 2% 4" WOOD STUDS or 25 go METAL "C" SHAPED STUDS SPACED 24" ON CENTER, UNLESS OTHERWISE SPECIFIED. - ALL WOOD IN CONTACT WITH CONCRETE SHALL BE TREATED OR OTHERWISE PROTECTED WITH TYPE 30 FELT MEMBRANE BARRIER. - WOOD GRADE FOR STUDS AND TOP PLATES SHALL BE SOUTHERN PINE - STANDARD GRADE. BASE PLATES SHALL BE No. 2 SOUTHERN PINE TREATED SURFACE DRY USED AT MAX. 19% MOISTURE CONTENT. - STRUCTURAL GRADE LUMBER SHALL BE MIN. Fb = 1,200 PSI UNLESS OTHERWISE SPECIFIED. - NAILS FOR - STUD TO STUD PLATE - (2) 16d STUD TO SOLE PLATE / TOE NAIL- (2) 8d DOUBLE TOP PLATE- (2) 16d NAIL 0 12"o.c. TOP PLATES IN BEARING WALLS SHALL BE DOUBLED AND LAPPED AT INTERSECTION OF WALLS AND PARTITIONS. JOINTS SHALL BE LAPPED NOT LESS THAN (4) FEET - CORNER OF STUD WALLS SHALL BE FRAMED SOLID BY NOT LESS THAN (3) STUDS WITH 16d NAILS 0 12"•o.c.. CORNER STUD SECURED TO (3) MEMBER STUDS (2) 16d NAILS 0 6"e.c.. - TOP PLATES IN NON -BEARING PARTITIONS SHALL BE SINGLE - SOLE PLATES IN NON -BEARING PARTITIONS SECURE TO CONCRETE SLAB WITH TAPCON FASTENER 1/4"x 1-1/2" EMBED or HILT] POWDER ACTUATED FASTENER PIN DN 72 P08 x 0.145 SHANK DID. SPACE FASTENERS AT 32"o.c.. - CEILING FURRING STRIPS SHALL BE SOUTHERN PINE 1"x 3" WOOD SECURED TO WOOD JOISTS, TRUSSES SPACED 16"o.c. WITH (2) 8d NAILS COMMON. - WALL FURRING AND CONTINOUS FIRE STOP FOR CONCRETE, MASONRY WALLS SHALL BE 1"x 2" TREATED PINE SPACED 24"o.c. HORIZONTAL AND MAX. 8ft HIGH VERTICAL PROVIDE FIRE STOP ABOVE 8ft. SECURE TO CONCRETE WITH CUT NAILS OR "T" NAILS SPACED 0 16"o.c. - WHERE VERTICAL PIPES POSITIONS NECESSITATE THE CUTTING OF PLATES, A METAL TIE 1"x 1/8" SHALL BE PLACED EACH SIDE OF WOOD PLATE ACROSS THE OPENING 6" PAST AND NAILED WITH (2) 16d od 8d COMMON NAILS AT EACH END. - HEADERS OR LINTELS OVER STUD WALL OPENINGS SHALL BEAR NOT LESS THAN (3) 2x JACK STUDS or HANGER SECURED TO NOT LESS THAN (3) KING STUDS. - WALLBOARD SHALL BE ASTM C36-85 REGULAR 1/2" / ASTM C36-85 TYPE "X" FIRE RATED / ASTM C117 (MOISTURE RESISSTANT) UNLESS SPECIFIED OTHERWISE. - JOINT TREATMENT SHALL BE COMPOUND AND TAPE (READY MIX) ASTM C475-88 CORNER BEAD ASTM C1047-85 PANEL ADHESIVE SHALL BE STA-STUCK SS-200, ASTM C-557-73 - PROVIDE MIN. 1/2" AIR GAP BETWEEN FLOOR AND WALLBOARD BOTTOM - ATTACHMENTS FOR WALLBOARD TO SUPPORTS SHALL BE - METAL STUDS- TYPE W 1-1/4" DRYWALL SCREWS SPACED ® 12"o.c. WOOD STUDS & FURRING- NAILS GWB-54 ANNUAL RING 1/4" HEAD, .098 Did SHANK ATTACHMENT SPACING / CEILING- 7" o.c. / WALLS- 8" o.c. STUCCO - ASTM C926 / (1) PART PORTLAND CEMENT TO A MAX. 2-1/2 PARTS SAND BY VOLUME ( MIXED PROPORTION - MASONRY APPLICATION -) BASE COAT / FINISH COAT - RIB LATH- (3) COAT APPLICATION / Min. 1/2" THICKNESS - PLASTIC PC COMPONENTS- PVC ACCESSORIES & PLASTIC LATH ® CLIMATE ZONE 2 ROOF / FLOOR ROOF/ FLOOR R-38 MASONRY- INSULATION "FI-FOIL" VR PLUS R-7.1 for 1-1/2" CAVITY CONCRETE SLAB FLOOR R-0 L AIR CONDITIONING- SEE ENGINEERS PLANS 0 SCHEDULE / WINDOW MARK TYPE FRAME GLAZING SILL BUCK OPENING REMARKS WIND PRESSURE IMPACT PRODUCT APPROVAL w x h Pos P.S.F nec. RATED 1 24EH sh Single Hung ALUMINUM TINTED MARBLE 37-3/4' x 59-1 "roundsFloor +39.4 / -42.9 YES 2 H32 sh Single Hung ALUMINUM OPAQUE MARBLE 26' x 27-1/4" +40.5 -44.0 YES 3 T25 Single Hung ALUMINUM TINTED MARBLE 111-3/4" x 63" YES XOX Fixed Single Hung + 36.5 / -46 3 ALL WINDOW FRAMES, SASHES SHALL BE EXTRUDED ALUMINUM 6063-T5 ALLOY (*) CONTRACTOR SHALL VERIFY ALL BUCK OPENINGS AND ADJUST TO COMPLY WITH MANUFACTURER REQUIRENTS ACU ROOM FINISH SCHEDULE AREA FLOOR BASE WALLS CEILING CEILING HEIGHT REMARKS BEDROOMS TILE WOOD PAINT.** (KD) PAINT n 7'-6" BATH TILE TILE 7'-6" CLOSET TILE WOOD 7'-6" Min 6AROUNDTUB/SHOWER ENCL HALL TILE WOOD BALCONY TILE N/A N/A FLORIDA ROOM rLa WOOD (Ko) viw n NOTES - ALL DOORS SHALL BE PAINTED WITH SEMI -GLOSS ENAMEL * LATEX ENAMEL PAINT **EGG SHELL LATEX PAINT ^ LATEX PAINT (KD) CEILING - KNOCK DOWN LIGHT TEXTURE O SCHEDULE / DOOR DOOR MARK SIZE TYPE MATERIAL FRAME THRESHOLD BUCK OPENING REMARKS WIND PRESSURE IMPACT PRODUCT APPROVAL PoS P S F 1e5ATED A 6'0"x 6'8" FRENCH ALUMINUM & ALUMINUM ALUMINUM 73-3/4" x 96-3 " +36.8 / -40.3 YES NOA 16-0629.17 GLAZING B 9'0"x 6'8" FRENCH ALUMINUM & ALUMINUM ALUMINUM 110-1/2" x 96-3 4" +35.8 / -44.8 YES NOA 16-0629.17 XXO w/ SIDE LITE GLAZING C 2'8"x 6/8" WOOD PANEL PANEL WOOD NONE D 2 6"x 6'8" PANEL WOOD WOOD PANEL E 2'8"x 6/8" FULL LOUVER WOOD WOOD PANEL F SON 6'8" BI-FOLD WOOD PANEL DRYWALL G 7'6"x 6'8" BI-PASS WOOD WOOD PANEL H 10'0"x 6'8" BI-PASS WOOD WOOD PANEL J 2'O"x 6'0" SHOWER TEMPERED ENCL GLAZING FRAMELESS CLEAR NOTE - UNLESS OTHERWISE INDICATED ALL DOORS AND FRAMES SHALL BE PAINT GRADE AND FINISHED WITH APPROPRIATE TYPE PAINT FOR INTERIOR AND EXTERIOR APPLICATION- ENAMEL PAINT PAINT COLORS SHALL BE OWNER SELECTED DOOR HARDWARE SHALL BE OWNER SELECTED (*) CONTRACTOR SHALL VERIFY ALL BUCK OPENINGS AND ADJUST TO COMPLY WITH MANUFACTURER REQUIRENTS 0 I 0 NEW ENCLOSE EXISTING MASONR OPENING AREA -6r" rY BL'II.D rvc I COWLU NCE MUST BE EPT ON JOB TERMITE TREATMENT WILL BL YL4DE. 26'-9" ALL MANUFACTURES LAMB SHOWN U FACTORS AND SHGC COMPLIANCE WIT}q FBC ENERGY CODE MUST RENAL ON ALL DOORS AND WINDOW; CTKMAREAPPROVED eC-\0 THESE PLANS AND ALL PROPOSED WORK NEW NEW ARE SUBJECT TO ANY CORRECTIONS BY FIELDINSPECTORSTHAT REQENCLOSE EXISTING ENCLOSE EXISTING MAY BENECKSBIRED MAYBE IN ORDER MASONRY OPENING MASONRY OPENING AREA WITH AARY S coMPtYWITk1UkEEAhPEI®ASEEBBBES. AREA rn x SEC � 6068 GLASS w DOORS 6068 GLASS 3068 FIXED CONCEALED FASTENERS OR ATTACHMENT w DOORS ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD O CL FLORIDA ROOMI N X O~ X I NEW 21'-11" NEW MINI -SPLIT ACU NEW ENCLOSE EXISTING AHU MASONRY OPENING' 7 -g" AREA CL C t O \ E Sub V Existing Panel 5'-11" r ® 2 ©zq— N vanity OJ ° in Q r--- ao op I c L0 o N N i BEDROOM I 3' _6" w N o �p •Shower We `. 4'-10"' • . TYPICAL L DRYWALL — — — — — PARTITION Hose Bibb w/ Shower Head 7'_0": �E N W p�� 0 ENCLOSE EXISTING Stair O I MASONRY OPENING too _ I I (Center in Room)ID 68GLASS 24EH sh BEDROOM ORS � o EGRESS O e�Qo`o , ELECTRIC �O METER ep Q J 8'-4" _N CIL I°v vanity O © SANITARY CLEANOUT FCECEIV ED —ems'-2 EXISTING N 699 sf (Living) NOV 17 2017 PERMITTING Laundry Both St. Lucie County, FL Storage FIRST FLOOR PLAN W/d ° PROPOSED "No bedroom added". tAW lma vrturrtu DRYWALL CEILING FOR EXISTING AC DUCT AREA a MAY HAVE TO BE RAISED TO ACCOMMODATE DOOR AND FRAMING HEIGHTS. THESE DOCUMENTS HAVE BEEN PREPARED ACCORDING TO THE FOLLOWING REQUIREMENTS- FLORIDA BUILDING CODE- 5th EDITION 2014 , ASCE 7-10 CATEGORY "C" 170 MPH OCCUPANCY R-3 SINGLE FAMILY TYPE IIIA CONSTRUCTION Date / 2117 Rev LIMED z L C)v f— N O 00 LLJ W Q Uzi z Q LLI p O z —1 (n — LL W Ld � ~U LLJ O LLJ V) Cn O 0- Q0 f- O NO W r— L.L_ Date I� SEAL ) ROBERT G. ISHMAN Q d ~ o U Z n Ld M o> J ¢ to in — morn N orX(o 0 o I C) U ♦— X ¢ orn 0 O DO .* OOLp = DOz Q ^gym C) W PROJECT PROJECT No. S H E E T A-1 of 7 GENERAL NOTES- - CONTRACTOR AND SUB CONTRACTORS SHALL VISIT SITE AND VERIFY ALL CONDITIONS BEFORE PROCEEDING WITH ANY COMMENCEMENT OF WORK OR ANY MATERIAL ORDERING. NOTIFY THIS ARCHITECT AND ENGINEERS OF ANY ERRORS, OMISSIONS OR CHANGES BEFORE COMMENCEMENT OF PROJECT. - CONTRACTOR SHALL NOTIFY ALL APPROPRIATE UTILITY COMPANIES BEFORE ANY EXCAVATION HAS COMMENCED AND TO VERIFY EXISTING SERVICE LINES AND POSSIBLE HAZARDS. - COORDINATE ELECTRICAL SERVICE, TELEPHONE, TELEVISION (CABLE), COMPUTER SYSTEM REQUIREMENTS AND LOCATIONS AND AVAILABILITY WITH SERVICE PROVIDERS. - B EhFLOORS, ILNSHOWER IMPERVIOUS MATERIAL( CERAMIC TIE) UNL ESS SSPECIFIED OTHERWISE. PROVIDE WATER RESISTANT GYPSUM WALLBOARD ( DENS SHIELD) AROUND TUB AND SHOWER ENCLOSURES. - INTERIOR PARTITIONS (NON -BEARING) SHALL BE 1/2" GYPSUM WALLBOARD ON EACH SIDE OF 2"x 4" WOOD STUDS or 25 go METAL "C" SHAPED STUDS SPACED 24" ON CENTER, UNLESS OTHERWISE SPECIFIED. - ALL WOOD IN CONTACT WITH CONCRETE SHALL BE TREATED OR OTHERWISE PROTECTED WITH TYPE 30 FELT MEMBRANE BARRIER. - WOOD GRADE FOR STUDS AND TOP PLATES SHALL BE SOUTHERN PINE - STANDARD GRADE. BASE PLATES SHALL BE No. 2 SOUTHERN PINE TREATED SURFACE DRY USED AT MAX. 19% MOISTURE CONTENT. - STRUCTURAL GRADE LUMBER SHALL BE MIN. Fla = 1,200 PSI UNLESS OTHERWISE SPECIFIED. - NAILS FOR - STUD TO STUD PLATE - (2) 16d STUD TO SOLE PLATE / TOE NAIL- (2) 8d DOUBLE TOP PLATE- (2) 16d NAIL ® 12"o.c. - TOP PLATES IN BEARING WALLS SHALL BE DOUBLED AND LAPPED AT INTERSECTION OF WALLS AND PARTITIONS. JOINTS SHALL BE LAPPED NOT LESS THAN (4) FEET - CORNER OF STUD WALLS SHALL BE FRAMED SOLID BY NOT LESS THAN (3) STUDS WITH 16d NAILS 0 12" D.C.. CORNER STUD SECURED TO (3) MEMBER STUDS (2) 16d NAILS 0 6"o.c.. - TOP PLATES IN NON -BEARING PARTITIONS SHALL BE SINGLE - SOLE PLATES IN NON -BEARING PARTITIONS SECURE TO CONCRETE SLAB WITH TAPCON FASTENER 1/4"x 1-1/2" EMBED or HILTI POWDER ACTUATED FASTENER PIN DN 72 P08 x 0.145 SHANK Dia. SPACE FASTENERS AT 32"o.c.. - CEILING FURRING STRIPS SHALL BE SOUTHERN PINE 1"x 3" WOOD SECURED TO WOOD JOISTS, TRUSSES SPACED 16"o.c. WITH (2) Sd NAILS COMMON. - WALL FURRING AND CONTINOUS FIRE STOP FOR CONCRETE, MASONRY WALLS SHALL BE 1"x 2" TREATED PINE SPACED 24"o.c. HORIZONTAL AND MAX. 8ft HIGH VERTICAL PROVIDE FIRE STOP ABOVE 8ft. SECURE TO CONCRETE WITH CUT NAILS OR "T" NAILS SPACED ® 16"o.c. - WHERE VERTICAL PIPES POSITIONS NECESSITATE THE CUTTING OF PLATES, A METAL TIE 1"x 1/8" SHALL BE PLACED EACH SIDE OF WOOD PLATE ACROSS THE OPENING 5" PAST AND NAILED WITH (2) 16d od 8d COMMON NAILS AT EACH END. HEADERS LINTELS JA KSTUDS orHANGER SECU ED TiOLNOT PLESS THAN (3) KING SS THAN (3) 2x K NG STUDS. - WALLBOARD SHALL BE ASTM C36-85 REGULAR 1/2" / ASTM C36=85 TYPE "X" FIRE RATED / ASTM C117 (MOISTURE RESIISTANT) UNLESS SPECIFIED OTHERWISE. - JOINT TREATMENT SHALL BE COMPOUND AND TAPE (READY MIX) ASTM C475-88 CORNER BEAD ASTM C1047-85 PANEL ADHESIVE SHALL BE STA-STUCK SS-200, ASTM C-557-73 - PROVIDE MIN. 1/2" AIR GAP BETWEEN FLOOR AND WALLBOARD BOTTOM - ATTACHMENTS FOR WALLBOARD TO SUPPORTS SHALL BE - METAL STUDS- TYPE W 1-1/4" DRYWALL SCREWS SPACED 0 12"o.c. WOOD STUDS & FURRING- NAILS GWB-54 ANNUAL RING 1/4" HEAD, .098 Dia SHANK ATTACHMENT SPACING / CEILING- 7" o.c. / WALLS- 8" D.C. STUCCO - ASTM C926 / (1) PART PORTLAND CEMENT TO A MAX. 2-1/2 PARTS SAND BY VOLUME ( MIXED PROPORTION - MASONRY APPLICATION) BASE COAT / FINISH COAT - RIB LATH- (3) COAT APPLICATION / Min. 1/2" THICKNESS - PLASTIC PC COMPONENTS- PVC ACCESSORIES & PLASTIC LATH ® CLIMATE ZONE 2 ROOF / FLOOR ROOF/ FLOOR R-38 MASONRY- INSULATION "FI-FOIL" VR PLUS R-7.1 for 1-1/2" CAVITY CONCRETE SLAB FLOOR R-0 - AIR CONDITIONING- SEE ENGINEERS PLANS BUILT-UP ROOF MINERAL SURFACED CAP SHEET ( WHITE FLINTLASTIC MODIFIED BITUMEN - HOT MOPPED 12ga x 1-1/4" CORROSION RESISTANT ON TYPE 30, ASTM D226, TYPE 11 ORGANIC FELT APPLIED TO THE DECK IN SHINGLE FASHION. THE UNDERLAYMENT SHALL BE SECURED TO THE DECK WITH MINIMUM 12 go x 1-1/4" CORROSION RESTANT ROOFING NAILS AND A MINIMUM 32 go x 1-5/8" Dia. TIN CAPS SPACED FOR "PERIMETER" ROOF EDGE (4 ft) 6" LAPS, 2 ROWS 0 6" MIDSHEET AND "FIELD" 6" ® LAPS, 2 ROWS 0 12" MIDSHEET. EDGE METAL SHALL BE .021" 1 2-1/2"x 2-1/2" GALVANIZED AND NAILED OVER THE TOP OF THE UNDERLAYMENT AT 4" ON CENTER WITH MIN. 12go x 1-1/4" CORROSION RESISTANT ROOFING NAILS AT ALL PERIMETERS, AT CORNERS. THE ENDS OF ADJOINING EDGE METAL SHALL BE OVERLAPPED FOR (5") NOTCHED AND BENT AROUND CORNERS METAL EDGE SHALL BE OVERLAPPED NOT LESS THAN (3"). FASCIA- WOOD SECURED WITH 8d COMMON NAILS SPACED 16"o.c. 1" FROM TOP AND BOTTOM OF WOOD SUB -FASCIA ROOF SHEATHING- 19/32" CD PLYWOOD - SPAN RATING 40/20 FASTENERS- NAILS (8d ) COMMON, SPACED ® (6") ON CENTER OVER ALL SUPPORTS AND BLOCKING UNLESS SPECIFIED OTHERWISE ROOF SHEATHING NAILED AT (4") ON CENTER AT PERMITER EDGE ANC) FIELD PERIMETER EDGE DISTANCE (4 FEET ) ROOF SHEATHING SPACING BETWEEN PANELS AS PER MANUFACTURER REQUIREMENTS. (1/8") SUPPORTS- MINIMUM (3 ) TRUSS, JOISTS Q SCHEDULE / WINDOW MARK TYPE FRAME GLAZING SILL BUCK OPENING REMARKS WIND PRESSURE IMPACT PRODUCT APPROVAL w x h Pos P.S.F nec. RATED 1 24EH sh Single Hung ALUMINUM TINTED MARBLE 37-3 4' / x 59-1rounFloor 9rdess +39.4 / —42.9 YES 2 H32 sh Single Hung ALUMINUM OPAQUE MARBLE 26" x 27-1/4" +40.5 —44.0 YES 3 T25 FjDRoz`- "• ALUMINUM TINTED MARBLE 111-3/4" x 63" YES XOX + 36.5 / —46 3 ALL WINDOW FRAMES, SASHES SHALL BE EXTRUDED ALUMINUM 6063—T5 ALLOY CONTRACTOR SHALL VERIFY ALL BUCK OPENINGS AND ADJUST TO COMPLY WITH MANUFACTURER REQUIRENTS El ROOM FINISH SCHEDULE AREA FLOOR BASE WALLS CEILING CEILING HEIGHT REMARKS BEDROOMS TILE WOOD PAINT ** (KD) PAINT 7'-6" BATH TILE TILE 7'-6" CLOSET TILE WOOD 7'-6" Min Eft AFD TUB/SHOWER ENCL HALL TILE WOOD BALCONY TILE N/A N/A FLORIDA ROOM 71 wool> » (KD) Pb1Ni n 1'-ia" NOTES — ALL DOORS SHALL BE PAINTED WTH SEMI —GLOSS ENAMEL X LATEX ENAMEL PAINT **EGG SHELL LATEX PAINT ^ LATEX PAINT (KD) CEILING — KNOCK DOWN LIGHT TEXTURE O SCHEDULE / DOOR MARK SIZE TYPE DOOR MATERIAL FRAME THRESHOLD BUCK OPENING REMARKS WIND PRESSURE IMPACT PRODUCT APPROVAL Pas P,S.F idTjATED A 610"x 618" FRENCH ALUMINUM & ALUMINUM ALUMINUM 73-3/4" x 96-3 " +36.8 / -40.3 YES NOA 16-0629.17 XX GLAZING B 9'0"x 6'8" 1 FRENCH ALUMINUM & ALUMINUM ALUMINUM 110-1/2" x 96-3 4" +35.8 / -44.8 YES NOA 16-OS'g9.o9 XXO W/ SIDE LITE GLAZING C 28"x 6/8" PANEL WOOD WOOD NONE PANEL do D 26"x 6'8" PANEL WOOD WOOD PANEL Yc COMPLYWtTHAIyAPPLICASLECCDES. E 2'8"x 6/8" FULL WOOD LOUVER PANEL WOOD 7HESE PLANS AND ALL PROPOSED WOR ARE SUBJECT TO ANY CORRECTIONS F SON 6'8" BI-FOLD WOOD DRYWALL PANEL REQUIRED 13YFIELD INSPECTORSTHAT MAY BE NECESSARY IN ORDER TO 00I WITH ALA G T6"z 6'8" BI-PASS WOOD WOOD PANEL AOMICARI CORPS, H 10'0"x 6'8" 81-PASS WOOD WOOD PANEL CDNCEA(EDF ARE E0 AS ENEASOgArrACHME J 2'0"x 6'0" SHOWER ENCL. TEMPERED G FRAMELESS ESPDNBrQ�(�ry CLEAR C OF r1jr NOTE- CDRD UNLESS OTHERWISE INDICATED ALL DOORS AND FRAMES SHALL BE PAINT GRADE AND FINISHED WITH APPROPRIATE TYPE PAINT FOR INTERIOR AND EXTERIOR APPLICATION— ENAMEL PAINT PAINT COLORS SHALL BE OWNER SELECTED DOOR HARDWARE SHALL BE OWNER SELECTED (*) CONTRACTOR SHALL VERIFY ALL BUCK OPENINGS AND ADJUST TO COMPLY WITH MANUFACTURER REQUIRENTS �, 0 r NEW ENCL( MASO AREA NEW MINI -SPLIT Sub Panel (Center in Rooi 24EH sh EGRESS O ELECTRIC METER CI I 0 EXISTING OPENING NEW ENCLOSE EXISTING MASONRY OPENING AREA ^" rn N SEC 6068 GLASS w DOORS CL O CL -11" s C - N N I BEDROOM { i LO PM TYPICAL DRYWALL PARTITION 14'-10" oI BEDROOM ep ry CL _ T9 — — _ N Laundry - Storage EwId t-� cnwunW vnvr,-- DRYWALL CEILING FOR EXISTING AC DUCT AREA MAY HAVE TO BE RAISED TO ACCOMMODATE DOOR AND FRAMING AHU No QC, Nf ST. I,[ C'ET RF:� IFti ED I7,:i• "L INPLANS P: U.ti1' t1R\ I *0 WILL NEW ENCLOSE EXISTING MASONRY OPENING AREA " 6068 GLASS w DOORS /© FLORIDA ROOMI 21'-11" 3068 FIXED IND U FACTORS AND $HGC COMPLIANCEp WITH FBC ENERGY CODE MUST REMAIN ON ALL DOORS AND WINDOWS JOB UNTIL INSPEC "o, ARE APPROVED m CU O cco Q a) o m Q U` a) = L�O ° ° D 0 Co a) O z J C CL N O °Q `n o a� c 00 a) V N -a a E Or-fnNao W O CL C 0 v a< LL �Na3 a> LL y rn � c \ NEW ENCLOSE EXISTING MASONRY OPENING O E Existing Cn vanity Oj (a ;n I ® I I 3 O r13 "Shower IL F Hose Bibb w/ Shower Head ;rnl yadQ°; ate° — 7'-0 joS N W pI ENCLOSE EXISTING Stab Z I MAS NRY OPENING I I O 6 68 GLASS I D ORS 5'- 0 0J 8,-4" O SANITARY 70th CLEANOUTEXISTING 699 sf (Living) FIRST FLOOR PLAN PROPOSED "No bedroom added". J THESE DOCUMENTS HAVE BEEN PREPARED ACCORDING TO THE FOLLOWING REQUIREMENTS- FLORIDA BUILDING CODE- 5th EDITION 2014 , ASCE 7-10 CATEGORY "C" 170 MPH OCCUPANCY R-3 SINGLE FAMILY TYPE IIIA CONSTRUCTION Date G 21 i1 Rev 7- 0 j CV O 00 LLJ 11� - LLI Q Z Q LLJ -0 O C) z LI LLI Lj ~ U LLJ O LLJ Cn Cn CL O 11 Q0 O Iz 0:� N O 0- Li �rrfrr�rr^ ` Date 7_���i SEAL J� J_'�-•JJ JJJJ ROBERT G. ISHMAN Q� d o z C) Cq M LLJ poM H J Q IA morn (n—� Fr o - oco = N OZm a oa D W ooLn W N x m Q z a O W J Of -i N 2 PROJECT No. S H E E T kcC-Pl of q Not Included On This Permit - . .-._1-r n.. T11I Permit \ NEW ENCLOSE EXISTING MASONRY OPENING O E Existing Cn vanity Oj (a ;n I ® I I 3 O r13 "Shower IL F Hose Bibb w/ Shower Head ;rnl yadQ°; ate° — 7'-0 joS N W pI ENCLOSE EXISTING Stab Z I MAS NRY OPENING I I O 6 68 GLASS I D ORS 5'- 0 0J 8,-4" O SANITARY 70th CLEANOUTEXISTING 699 sf (Living) FIRST FLOOR PLAN PROPOSED "No bedroom added". J THESE DOCUMENTS HAVE BEEN PREPARED ACCORDING TO THE FOLLOWING REQUIREMENTS- FLORIDA BUILDING CODE- 5th EDITION 2014 , ASCE 7-10 CATEGORY "C" 170 MPH OCCUPANCY R-3 SINGLE FAMILY TYPE IIIA CONSTRUCTION Date G 21 i1 Rev 7- 0 j CV O 00 LLJ 11� - LLI Q Z Q LLJ -0 O C) z LI LLI Lj ~ U LLJ O LLJ Cn Cn CL O 11 Q0 O Iz 0:� N O 0- Li �rrfrr�rr^ ` Date 7_���i SEAL J� J_'�-•JJ JJJJ ROBERT G. ISHMAN Q� d o z C) Cq M LLJ poM H J Q IA morn (n—� Fr o - oco = N OZm a oa D W ooLn W N x m Q z a O W J Of -i N 2 PROJECT No. S H E E T kcC-Pl of q Not Included On This Permit - . .-._1-r n.. T11I Permit Not Included On This Permit - . .-._1-r n.. T11I Permit o\°°�l G°�eteN e 5E REMOVE COUNTER TOP AND REVISE IS— SD Railing M/: REM P ®in 8x8 0C, El R A RUUD RHEEM 14AJM30AOI RHLLHM3617JA A CBS DW Continous SINK SECOND FLOOR PLAN Living EXISTING 699 SF REMOVE EXISTING WOOD STAIRWAY ELECTRIC Sub Panel M Water Treatmenfl System ❑ gf xr wp REMOVE CBS for WINDOW AREA g0 wp °� P G°yet N � 7.6' N.A.V.D. Remove Remove ¢068 Fr,RQors 6068 Fr.Doors 9F .. ..'EXISTING CONCRETE wpo SLAB, FOUNDATION Existing CBS _ _ _' •' CB$ 3 .. xr Elevated - X� xr >• LO O xr NO� d up r x �" U eat°°111, SD xr w REMOVE NON —BEARING DRYWALL PARTITION Meter FOR DOOR �\ LIP Tr 1 �6d �°J 0 NOTE --� ELECTRIC SHOWN FOR AREA OF WORK 30 Mi Tankless W /d DROPPED 00UNa (a AC xr xr. 1, xr x\, WW1�.,av 1 .'y" Lav 1 xr �\ J xrk,. J Vanity �3x7 RELOCATE 0°fir "-ef o FIRST FLOOR PLAN EXISTING I�REMOVE EXISTING WOOD STAIRWAY REMOVE CBS 1XE \ For DOOR AREA wP Is NITARY CLEANOUT ........... Lift Pump Living 699 SF LEGEND ® AC SUPPLY GRILL Date b1Z1117 Re /-/G-17 z o_w Q > N o DO a-, 0-) � > ro Ld Q (-)z� z< LLI p C) J (n — LL_ Li of Lij- ~ U V / v' n O L - 0 IZ No LL Date '�' -f • •fit' 'J_JJJJ JJ��' ROBERT G. ISHMAN Q ~ d 0 U n Z Q LJJ M �- mom —_ m opm N OO� I , CJ 3�p J0� F- a a' a 03� W w 'n = ED Q z n J° O U �O d Of J N S I-- PROJECT No. Sc 1 /4" = 16- 0" S H E E T A-2 Rini File Copy of 'T Date blZ11I7 Rev E RUUD 14AJM30AOI REPLACE SPIRAL STAIRWAY SAME LOCATION ®8x8 ADJUST HEIGHT TO MATCH FLOOR ELEVATIONS 8'—B" HEIGHT FIRST FLOOR to SECOND FLOOR VERIFY in FIELD REMOVE COUNTER TOP AND REVISE IS RHEEM RHLLHM3617JA Continous REMOVE EXISTING FLOOR TILE FINISH AND UNDERLAYMENT TO PREPARE FOR BUILTUP ROOFING C O rep ow ORANGE P /1= = ilm d � c REFG G°J Lin lok\\ SECOND FLOOR PLAN Living EXISTING 699 SF REMOVE EXISTING WOOD STAIRWAY ELECTRIC Sub Panel C Water Treatmer System gf xr REMOVE CBS for WINDOW AREA P of Go'4yt � 11 s`� 7.6' N.A.V.D. Remove Remove 6068. Fr.QQOrs 6068 Fr.Doors Wp _(�xr �. . xr Existing CBS Elevated - X� xr ' F xr uP L xr eed<°off SD xr N : fax cai r REMOVE NON —BEARING DRYWALL PARTITION Meter FOR DOOR p xr 1 �611 �°J 30 ELECTRIC SHOWN FOR AREA OF WORK DROPPED CERING far At •• ` � I 1 • xr� xr, xr xxr— xr xF 11` L`av 1 Lav1 Vanity �3x7 RELOCATE goer of w Tankless W'd I yLll q CBS FIRST FLOOR PLAN EXISTING EXISTING CONCRETE SLAB, FOUNDATION -_ -�I 'ITTI7n IIIIIII REMOVE EXISTING II LI� WOOD STAIRWAY REMOVE CBS 9f \ For DOOR AREA Wp SANITARY CLEANOUT '-'-' Lift Pump Living 699 SF LEGEND ® AC SUPPLY GRILL z 0 W F— > > O NN O/T0 �� 0 LL Vl � > r-.r) W Q U z 0 z Qla� Ld U QJ (n — LI- Ld W � U 0 O LLJ U n— � �— ry NO ROBERT G. ISHMAI Q d ~ o N Z U 0 Q W M = moq �e — as opo N, OJ I CD � O � q H U ¢po° Of � w Q ; W rn = Y M Q iz J ° 0-4 7 c xr- PROJECT No. sc1/4"=1'—C S H E A- E T 2 Not Included Can This of 7 Date &71 17 Rev - ALL ELECTRIC WORK SHALL BE IN ACCORDANCE WITH THE NATIONAL ELECTRIC CODE. - MOUNT ALL SWITCHES 42" A.F.F. AND4LL RECEPTACLES 18" A.F.F. MOUNT WALL HUNG FIXTURES NOT LOWER THAN 80" A.F.F. TO BOTTOM OF FIXTURE. - OWNER / CONTRACTOR SHALL SELECT LIGHT FIXTURES TYPE AND SUBMIT TO ARCHITECT FOR APPROVAL FOR LOCATION USAGE. - ALL EXTERIOR RECEPTACLES ( WEATHER PROOF) FOR GENERAL PURPOSE AND BATHROOM / RESTROOM SHALL HAVE GROUND FAULT CIRCUIT INTERRUPTER. - SMOKE DETECTORS SHALL BE 110 Volt WITH BATTERY BACK UP TYPE, INTERCONNECTED HARDWIRED TO NON SWITCHABLE INDIVIDUAL CIRCUIT. LOCATE ON OR NEAR CEILING IN THE IMMEDIATE VICINITY OUTSIDE AND INSIDE BEDROOMS AT DOORWAY AND AT STAIRWAY LANDINGS. LOCATE NO CLOSER THAN 3 Feet TO A/C DIFFUSER GRILL. - THE ELECTRICAL CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY CHANGES TO EQUIPMENT LOADS DIFFERENT THAN SCHEDULE PANEL LOADS. - GROUNDING ELECTRODES SHALL BE COPPER THW IN ON CONTINUUS LENGTH OR SPLICES IN BUSBARS SHALL BE PERMITTED AND SHALL BE ENCLOSED IN CONDUIT ENCLOSURE SECURELY FASTENED TO THE SURFACE ON WHICH IT IS CARRIED TO EXPOSED CONNECTIONS FOR GROUNDING. METHODS FOR SECURING GROUND SHALL BE PERMANENT. PROVIDE GROUNDING ELECTRODES FROM ALL SERVICE EQUIPMENT OR SEPERATLEY DERIVED SYSTEM TO WATER PIPE OR STRUCTURAL METAL BUILDING MEMBER AND FROM THAT POINT TO ONE OF THE ELECTRODES SHOWN FOR GROUNDING. - BONDING SHALL BE PROVIDED WHERE NECESSARY TO ASSURE ELECTRICAL CONTINUITY AND THE CAPACITY TO CONDUCT SAFELY ANF FAULT CURRENT LIKELY TO BE IMPOSED. ALL NON -CURRENT CARRYING METAL PARTS OF SERVICE EQUIPMENT SHALL BE EFFECTIVELY BONDED TOGETHER. AN ACCESSIBLE MEANS EXTERNAL TO ENCLOSURES FOR CONNECTING INTER -SYSTEM BONDING AND GROUNDING CONDUCTORS SHALL BE PROVIDED AT THE SERVICE BY EITHER EXPOSED METALLIC SERVICE RACEWAYS, EXPOSED GROUNDING ELECTRODES CONDUCTOR OR APPROVED MEANS FOR THE EXTERNAL CONNECTION OF A BONDING, OR GROUNDING CONDUCTOR TO THE SERVICE RACEWAY OR EQUIPMENT. METHODS OF BONDING SHALL BE BY SCREWS, CLIPS, THREADED COUPLING AND CONNECTORS, BONDING JUMPERS OR OTHER DEVICES SUCH AS BONDING TYPE LOCKNUTS AND BUSHINGS. - TESTING- ALL WIRING SHALL BE FREE FROM SHORT CIRCUITS AND GROUNDS AND SHALL BE TESTED FOR THESE DEFECTS PRIOR TO BEING CONNECTED TO THE CIRCUITS. - GROUNDING CONDUCTOR MATERIAL TYPE AND SIZE AS PER PANEL SCHEDULE AND RISER. PROTECTION OF CONDUCTORS SHALL BE BY CONDUIT, BOXES AND COVERS STUD PLATES AND SLEEVES, RACEWAY ETC.TO INSURE ADEQUATE PROTECTION OF CONDUCTORS AGAINST DAMAGE. - SEPARATE GROUNDING SYSTEM SHALL BE INSTALLED AND PROPERLY BONDED AS PER CODE AND USAGE REQUIREMENTS. - ROMEX TYPE WIRING ( 2 CONDUCTOR WITH GROUND) COPPER MAY BE USED FOR LOCATIONS IN PLACE OF CONDUIT, ( UNLESS OTHERWISE SPECIFIED ) " ARC -FAULT CIRCUIT INTERRUPTER) BREAKERS. N.E.C. Art 210-12 -PROVIDE ALL 120-VOLTS, SINGLE PHASE, 15 AND 20 AMPERE BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED IN FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS OR SIMILAR ROOMS OR AREAS SPECIFIED IN N.E.C. 2008 ARTICLE 210.12 TO BE PROTECTED BY A LISTED ARC -FAULT CIRCUIT INTERRUPTER, COMBINATION TYPE, INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT. -TO COMPLY WITH ARTICLE N.E.C. 2008 ARTICLE 406.11 PROVIDE ALL RECEPTACLE OUTLETS, 125- VOLTS, 15 AND 20 AMPERE INSTALLED IN DWELLING UNITS AREAS SPECIFIED IN N.E.C. 2008 ARTICLE 210.52 TO BE LISTED TAMPER RESISTANT RECEPTACLES. -PROVIDE CARBON MONOXIDE TYPE SMOKE DETECTOR WITHIN 10 Feet OF THE BEDROOM AREA. F.B.C. 907.2.10 ELECTRIC LEGEND RECEPTACLE Volt SINGLE EXISTING (TAMPERPROOF )0 DUPLEX �X)) EXISTING RELOCATED xr FOUR PLEX ® RECEPTACLE 240 Volt SINGLE AFCI ARC FAULT CIRCUIT INTERRUPTER GFCI GROUND FAULT CIRCUIT INTERRUPTER WP WEATHER PROOF JUNCTION BOX d JUNCTION BOX FUSED !Yl LIGHT FIXTURE WALL MOUNT (wm) CEILING MOUNT (cm) RECESSED SPOT HIGH HAT (hh) RECESSED SPOT HIGH HAT LOW VOLTAGE (Iv) v} SWITCH SINGLE 41 THREE WAY DIMMER (d) ELECTRICAL PANEL M ELECTRICAL METER / DISCONNECT of EXHAUST FAN - CEILING CEILING PADDLE FAN, FAN BOX ( Fan & Light ) SWITCHED SMOKE DETECTOR- CARBON MONOXIDE TYPE SD LOCATE WITHIN 10 Feet OF BEDROOM AREA DETECTORS SHALL BE INTER -CONNECTED AND ON KITCHEN or BATHROOM LIGHT CIRCUIT, NON-SWITCHABLE 0 TELEVISION CABLE WALL TELEPHONE WALL el © COMPUTER WALL HOME RUN C-1 CIRCUIT NUMBER SUB 3 # 3 PANEL 8 GND METER 1 C EXISTING O EP 200 AMP DISCONNECT AMP 4 # in 1/2" STEEL ROD CM GROUND uR vcry wrr Hose G�UND ROD Bibb / Grade -� EXISTING N0. 4 AWG COPPER CONDUCTOR GROUND TO FOUNDATION REINF., CWP & GROUND ROD ELECTRIC RISER EXISTING NTS ELECTRIC PANEL PANEL DATA CIRCUIT NO. CIRCIT BREAKER KVA DESCRIPTION of LOAD WIRE (CU) "EP" 1,2 20A-1P 1.0 RECEPTACLE G.F.C.I # 1 14(ARC-FAULT) HOUSE 3-7 15A-1P 4.2 (*) GENERAL LIGHTING # 120/240V 9,11 50A-2P 12.0 RANGE/OVEN # 6 Z 1 PHASE 8,10 20A-2P 2.8 A/C ACU # 1 # 12 F 3-3/OTHW 12,14 30A-2P 7.5 A/C AHU # 1 (NC) # 10 N 200 AMP 13 20A-1P 1.5 LAUNDRY # 12 4x' MBR 15,17 20A-1P 3.0 SMALL APPLIANCE # 12 z 32 CIRCUIT 16,18 35A-2P 5.0 DRYER # 8 P CONDUIT 2" 19 20A-1P 1.0 DISHWASHER # 12 57< 12 SURFACE MTD. 20 20A-1P 1.0 MICROWAVE # w #4 GND. 21,23 50A-2P 12.0 WATER HEATER Tankless # 6 24 20A-1P 1.0 REFRIGERATOR # 12 25 20A-1P 1.2 PUMP # 12 26 100A-2P SUB PANEL 3 # 3'#8 GND. "SUB PANEL" SB2 20A-1P PUMP I 120/240V SB2 20A-1P 1.0 NNE COOLER # 12 �1 PHASE SB3,4 15A-1P 1.4 (*) GENERAL LIGHTING # 14(ARC-FAULT) 3 r 100 AMP SB5 15A-1P 0.5 RECEPTACLE G.F.C.I # 72 Z D 3 # 3 THW SB6 20A-1P 1.5 AC ACU-Mini Split Heat Pump # 12 Lx CONDUIT 1" C S67 20A-1P 1.5 AC AHU- Mini Split # 12 I 12 CIRCUIT SURFACE MTD. #8 GND. TOTAL DEMAND LESS AIR COND. = 47 KVA (*) GENERAL LIGHTING= 1454 % sfx 3 WATTS SF 1�. 4 (%ADDITION" TOTAL = 5. 6 kw DEMAND First 10,000 Watts ® 100% = 10.0 kw Remainder 37 kw Watts ® 40% 44.8 kw Air Cord. 9 kw Watts ® 65% =;5,9 kw TOTAL3Q•7 kw 30.7 kw / 240\- 128AMP o EXISTING SERVICE = 200 ►1_a59 MINI —SPLIT SB6 ELECTRIC Sub Panel ACU x rr Ir xr (wrn X Q O SB4 3Qb <d): SB4 FLORIDA ROOM j (hh) J, (tih). ..(hh) }--�-r '{T}vxr xr CL CL Xrr ((hh)-.-' } xr (hh).............. xr (hh) Iu6'10' W_n„ k( NEW AHU SB�� {sr xr SD / BEDROOM xr64- .-•ssr L 3 (d) x I ,t SB2 SB2 xr RD rr y— ,{�{1 I y xr SB2 jVl, SD d ' (cm) SB2 x xr BEDROOM r ELECTRIC SD METER ep xr •n, rTT CIL O xr Bath Laundry Storage � wed xr I I xr xr �j r- x SB4 SB4 �l}BATH (hh) SB4 a of -3-1 z O w Q Q:� > OCN O CO � ry LIJ Of Q U z 0 z Q � W O c� z J (n — V_ W � W O C)w O� cn C() a_O co O �t Of N O 4 Date irs JSEAL '''J•/JJJJJJJ ROBERT G. ISHMAN FIRST FLOOR PLAN PROPOSED � a U Z M Q w "� H ' a ,n = morn (n — a 00 iyo NO� Od rn HV ¢o Of w w oOf LO xoWDO N z OQnJv -0 d Of J N2F PROJECT No. ,SH EE T ,A� 3 of 7 COMPLYING WITH FBC ENERGY Table 101.4.1 ENVELOPE SECTION 4.2 402.3.6- REPLACEMENT FENESTRATIONS MEETS REQUIREMENTS FOR Table 402.1.1 WINDOWS- U Factor= 0.65 / SHGC= 0.30 IMPACT WINDOW U-FACTOR = 0.75 DOOR- U Factor 0.65 INSULATION- CEILING R-30, EXTERIOR WALL R-6 CATEGORY 2- R-38 INSULATION ROOF ATTIC FLOOR DOOR AND WINDOW INSULATING FOAM SEALANT- "GREAT TUFF 402.4.1 BUILDING THERMAL ENVELOPE THE BUILDING THERMAL ENVELOPE SHALL BE DURABLY SEALED TO LIMIT INFILTRATION. THE SEALING METHODS BETWEEN DISSIMILAR MATERIALS SHALL ALLOW FOR DIFFERENTIAL EXPANSION AND CONTRACTION. THE FOLLOWING SHALL BE CAULKED, GASKETTED, WEATHERSTRIPED OR OTHERWISE SEALED WITH AN AIR BARRIER MATERIAL, SUITABLE FIRM OR SOLID MATERIAL (WHERE APPLICABLE); a- ALL JOINTS, SEAMS AND PENETRATIONS b- OPENINGS BETWEEN WINDOWS AND DOOR ASSEMBLIES AND THEIR PROSPECTIVE JAMBS AND FRAMING c- UTILITY PENETRATIONS d- DROPPED CEILINGS OR CHASES ADJACENT TO THE THERMAL ENVELOPE e- KNEE WALLS f- WALLS AND CEILINGS SEPARATING A GARAGE FROM CONDITIONED SPACES g- BEHIND TUBS AND SHOWERS ON EXTERIOR WALLS h- ATTIC ACCESS OPENINGS i- RIM JOIST JUNCTION j- OTHER SOURCES OF INFILTRATION COMPLIANCE WITH TABLE 402.4.2 402.4.2.2 VISUAL INSPECTION OPTION; BUILDING ENVELOPE TIGHTNESS AND INSULATION INSTALLATION SHALL BE CONSIDERED ACCEPTABLE WHEN THE ITEMS IN TABLE 402.4.2, APPLICABLE TO THE METHOD OF CONSTRUCTION, ARE FIELD VERIFIED. WHERE REQUIRED BY THE CODE OFFICIAL, AN APPROVED PARTY INDEPENDENT FROM INSTALLER OF THE INSULATION SHALL INSPECT THE AIR BARRIER AND INSULATION. TABLE 402.4.2 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA COMPONENT CRITERIA EXTERIOR THERMAL ENVELOPE INSULATION FOR FRAMED WALLS IS INSTALLED IN SUBSTANTIAL CONTACT AND CONTINOUS ALIGNMENT WITH BUILDING ENVELOPE AIR BARRIER. AIR BARRIER AND THERMAL BARRIER BREAKS OR JOINTS IN THE AIR BARRIER ARE FILLED AND REPAIRED. AIR- PERMEABLE INSULATION IS NOT USED AS A SEALING MATERIAL AIR- PERMEABLE INSULATION IS INSIDE OF AN AIR BARRIER. AIR BARRIER IN ANY DROPPED CEILING/ SOFFIT IS SUBSTANTIALLY ALIGNED WITH INSULATION CEILING / ATTIC AND ANY GAPS ARE SEALED. ' ATTIC ACCESS( EXCEPT UNVENTED ATTIC)., KNEE WALL DOOR, OR DROP DOWN STAIR IS SEALED. CORNERS AND HEADERS ARE INSULATED WALLS JUNCTION OF FOUNDATION AND SILL PLATE IS SEALED. SPACE BETWEEN WINDOW/ DOOR JAMBS AND FRAMING IS SEALED WINDOWS AND DOORS RIM JOISTS RIM JOISTS ARE INSULATED AND INCLUDE AN AIR BARRIER. FLOORS INSULATION IS INSTALLED TO MAINTAIN PERMANENT CONTACT WITH THE UNDERSIDE OF SUBFLOOR DECKING. (INCLUDING ABOVE GARAGE AND CANTILEVERED FLOORS) AIR BARRIER IS INSTALLED AT ANY EXPOSED EDGE OF INSULATION. INSULATION IS PERMANENTLY ATTACHED TO WALLS CRAWL SPACE WALLS EXPOSED EARTH IN UNVENTED CRAWL SPACES IS COVERED WITH CLASS 1 VAPOR RETARDER WITH OVERLAPPING JOINTS TAPED. DUCT SHAFTS, UTILITY PENETRATIONS, KNEE WALLS AND FLUE SHAFTS OPENING TO EXTERIOR OR SHAFTS, PENETRATIONS UNCONDITIONED SPACE ARE SEALED. BATTS IN NARROW CAVITIES ARE CUT TO FIT, OR NARROW CAVITIES ARE FILLED BY SPRAYED/BLOWN NARROW CAVITIES INSULATION GARAGE SEPARATION AIR SEALIND IS PROVIDED BETWEEN THE GARAGE AND CONDITIONED SPACES. RECESSED LIGHT FIXTURES ARE AIR TIGHT, IC RATED, AND SEALED TO DRYWALL. RECESSSED LIGHTING EXCEPTION- FIXTURES IN CONDITIONED SPACES. INSULATION IS PLACED BETWEEN OUTSIDE AND PIPES. BATT INSULATION IS CUT TO FIT AROUND WIRING PLUMBING AND WIRING AND PLUMBING, OR SPAYED/BLOWN INSULATION EXTENDS BEHIND PIPING AND WIRING. SHOWERS AND TUBS ON EXTERIOR WALLS HAVE INSULATION AND AN AIR BARRIER SEPARATING THEM SHOWER/ TUB ON EXTERIOR WALL FROM THE EXTERIOR WALL. ELECTRICAL / PHONE BOX ON EXTERIOR WALLS AIR BARRIER EXTENDS BEHIND BOXES OR AIR SEALED TYPE BOXES ARE INSTALLED COMMON WALL AIR BARRIER IS INSTALLED IN COMMON WALL BETWEEN DWELLING UNITS HVAC REGISTER BOOTS HVAC REGISTER BOOTS THAT PENETRATE BUILDING ENVELOPE ARE SEALED TO SUBFLOOR OR DRYWALL FIREPLACE WALLS INCLUDE AN AIR BARRIER. FIREPLACE Ceilina ib I co open 2'x2' Drywall let L Light Drywall Mirror UoCkSpIOs FIF f!'11 open Drywall Drywall Frameless Glass Door Toilet am File Base C I Drywall Light Tile ® Mirror 16xl6 NITCH Framel s Glass Door Tile Oc (sp as 100� V nity SKIP u Backsplash N ml BATHROOM ELEVATIONS sa 3/8"= V-O" DOOR VENTED RF- Existing REINFORCED UNIT MASONRY LINTEL LT-1 Railing �o �o Landing 6068 GLASS DOORS WIND PRESSURE Zone 4 BOTTOM of EXISTING BEAM FLOOR Existing REINFORCED UNIT MASONRY ROOF • • I INIIMIN NIN,A •\� n�i■i.iiiiiGii �I II ,`�IIIII �I — Immum"■i■n WEST SIDE ELEVATION ROOF COVERED BALCONY EXISTING Existing Railing Existing Railing ROOF LINTEL LT—i COVERED BALCONY EXISTING LINTEL LT-1 T25 HK FIXED 0 HK�o X X LL, IX BILL.:.. � I+...36./ -4hl �r e 4 Zone 5 UNIT MASONRY SOUTH SIDE ELEVATION Existing REINFORCED UNIT MASONRY I EXISTING SUB -PANEL ELECTRIC COVERED BALCONY EXISTING UNTEL LT-1 Lf (9® !UCCO WIND PRESSURE Zone 5 — Existing REINFORCED UNIT MASONRY EXISTI 2-25 SH EQUIPMENT BOTTOM of EXISTING BEAM FLOOR SLAB 7.6' N.A.V.D. Grade UNIT MASONRY Zone 4 WINp PRESSURE +39.4 / -4 .9 LINTEL LT-1 ELECTRIC METER NORTH SIDE ELEVATION . � � 24EH sh EGRESS GRADE ELEVATIONS sc 1/4" =1•- COLUMN SCHEDULE PLUMBING NOTES- - PLUMBING CONTRACTOR SHALL VERIFY SEPTIC TANK, SEWER AND WATER SERVICE LINES AND ELEVATIONS TO INSURE PROPER FLOW AND ADEQUATE REQUIREMENTS FOR THE INTENDED PROJECT. NOTIFY THIS ARCHITECT OF ANY CHANGES TO FLOOR ELEVATIONS PRIOR TO COMMENCEMENT OF WORK OR MATERIAL ORDERING. - ALL WASTE WATER PIPING UNDER THE SLAB SHALL BE SCH 40 PVC WITH A MINIMUM SLOPE OF 1/8"/ FT AND BE PROPERLY SUPPORTED IN CLEAN SAND FILL. - ALL SANITARY AND DOMESTIC WATER PIPING SHALL BE PROPERLY SUPPORTED ON WALLS AND CEILINGS. - THE PLUMBER SHALL INSTALL ALL FIXTURES WITH REQUIRED CLEARANCES - ALL DOMESTIC WATER LINES SHALL BE INSULATED - ALL PLUMBING FIXTURES SHALL HAVE INDIVIDUAL SHUT-OFF VALVES WITH BACK FLOW PREVENTORS, DOMESTIC HOT AND COLD WATER LINES. - ALL DOMESTIC WATER LINES SHALL BE COPPER, TYPE "L" FOR BELOW GRADE AND TYPE V' FOR ABOVE GRADE INSTALLATION. LINES IN AND BELOW SLAB SHALL HAVE MINIMUM 1/32" PLASTIC SLEEVE. HOT WATER LINES SHALL BE INSULATED. - PLUMBING CONTRACTOR SHALL VERIFY ALL EQUIPMENT AND FIXTURE LOCATIONS, HEIGHTS AND INSTALL AS PER MANUFACTURER SPECIFICATIONS. - PROVIDE ALL NECESSARY BACKING IN PARTITIONS, WALLS FOR INSTALLATION. - FIXTURE AND HARDWARE TYPE SHALL BE OWNER / CONTRACTOR SELECTED UNLESS OTHERWISE INDICATED. - PROVIDE PVC CONDENSATE DRAIN LINES FROM AIR CONDITIONING AIR HANDLER UNIT DRAIN PANS TO EXTERIOR PERVIOUS AREA. - PROVIDE RAIN WATER GUTTERS, LEADERS AND DOWNSPOUTS TO SPALSH PAD AT PERVIOUS AREA AT GRADE - HOSE BIBBS SHALL HAVE VACUUM BREAKERS - TOILETS SHALL BE WATER SAVING TYPE, 1.6 GPF - SHOWER HEADS SHALL BE 2.5 GPM ® 60 PSIG FLOWING PRESSURE - LAVATORY SHALL BE 2.0 GPM 0 60 PSIG FLOWING PRESSURE - WATER FIXTURE SUPPLY LINE = 3/4" / FIXTURES = 1/2" ( UNLESS OTHERWISE SPECIFIED) - TUB AND SHOWER VALVES SHALL HAVE IN -LINE STOPS AND SHOWERS SHALL HAVE ANTI -SCALD VALVE OF THE PRESSURE BALANCE OR THERMOSTATIC MIXING TYPE. - HORIZONTAL PIPING- PVC SUPPORTS NOT GREATER THAN 4 Feet APART - COPPER PIPING SUPPORTED AT 8 Feet INTERVALS - EXTEND ROOF VENT MINIMUM 6" ABOVE FINISH ROOF AND PROPERLY FLASH WITH INTEGRAL PART OF ROOFING SYSTEM. - PROVIDE WATER MAIN SHUT OFF VALVE AT THE EXTERIOR OF THE BUILDING NEAR GRADE LEVEL AT FOUNDATION LINE AND AT HOT WATER HEATER, COLD WATER LINE FEED. - HOT WATER SUPPLY- PROVIDE PRESSURE REDUCING VALVE ON WATER HEATER FOR INCREASE IN PRESSURE DUE TO THERMAL EXPANSION - INSTALL PRESSURE RELIEF VALVE WITH VISIBLE AIR GAP IN SAME ROOM AS HEATER WITH COPPER LINE TO EXTERIOR. INSTALL IN A MANNER THAT DOES NOT CAUSE PERSONAL INJURY TO OCCUPANT IN THE IMMEDIATE AREA OR STRUCTURAL DAMAGE TO THE BUILDING. POINT DOWN TO GRADE ON SPLASH BLOCK SHOWER LINING_ - FBC-. PLUMBING.417.5.2 __ PROVIDE SHOWER LINING OF WATER TIGHT MATERIAL TURNED UP ON ALL SIDES MIN. 2 INCHES ABOVE THE FINISHED THRESHOLD LEVEL. LINERS SHALL BE RECESSED AND FASTENED TO AN APPROVED BACKING SO AS NOT TO OCCUPY THE SPACE REQUIRED FOR WALL COVERING, AND SHALL NOT BE NAILED OR PERFORATED AT ANY POINT LESS THAN 1 INCH ABOVE THE FINISHED THRESHOLD. PITCH LINERS 1/4" VERTICAL IN 12" AND SLOPED TO FIXTURE DRAIN SECURLEY FASTEN LINER TO WASTE OUTLET AT THE SEEPAGE ENTRANCE MAKING A WATER -TIGHT JOINT. LINER TO BE "PVC" SHEET Min. 0.040 INCH THICK- ASTM D 4551 JOIN SHEETS BY SOLVENT WELDING AS PER MFGR. SPECIFICATIONS SHOWER FLOOR IS CONCRETE SLAB AT GROUND LEVEL BATHROOM FLOOR , BASE SHOWER ENCLOSURE TO BE CERAMIC TILE OR STONE AS PER OWNERS SELECTION n� con SLOPE of HORIZONTAL DRAINAGE PIPE SIZE Inches MINIMUM SLOPE Inch er foot 114 1 6 2-1 12 or Less 3 to 8 or Larger 1 16 FIXTURE TYPE FIXTURE UNITS TRAP SIZE WATER CLOSET (*) 3" BIDET 2 1-1/4" LAVATORY 1 1-1 1-1/ SINK 2 1-1/2 KITCHEN SINK w/ DISHWASHER / DISPOSAL 2 1-1/2" BATH TUB / SHOWER (*) 1-1/2" SHOWER 2 2" CLOTHES WASHER DOMESTIC 2 2" BATHROOM GROUP (*) 5 Table p2903.2 Effective 6/30/2015 MAXIMUM FLOW RATES and CONSUMPTION for PLUMBING nrnnir_c /tit ....a APPI IANCFS PLUMBING FIXTURE or FIXTURE FITTING PLUMBING FIXTURE or FIXTURE FITTING Lavatory Faucet 1.5 gpm at 60 psi Shower Head a 2.0 gpm at 80 psi Ink I-aucet 2.2 gpm at 60 psi Water Closet 1.26 gallons per flushingcyc e Dishwasher real en la 6.5 gallons per cycle or less (EnergyStar Watersense Certified c ashing ac 1ne Water factor of 8 or lower (Energy Star/Watersense Cartified)(c) For SI 1 gallon per minute= 3.785 L/m 1 pound per square inch= 6.895 kPo ((a)) A handheld shower spray is also a shower head (b) Consumption tolerances shall be determined from referenced standards (c Water factor in gallons per cycle per cubic foot Exception - All fixtures and appliances with U.S. Environmental Agency Watersense (EPA) Label �ILVTR EXISTING BATH RELOCATE VANITY o a-1/2" THINSETSBED DUROCK a °- NAIL LINER TO 2x WOOD BACKER BETWEEN STUDS PAN LINER TILE THn ADJUSTABLE SHOWER DRAIN GRAVEL BED BOLT DOWN DRAIN SEAL SEALANT BETWEEN LINER AND DRAIN 'AN LINER SLOPED MORTOR 1/4"/ FOOT \a / vT.-�. •a.a � .S � it.y": a":a V sae :" SLAB.... CONCRETE SLAB SHOWER DRAIN SECTION S' J Planning& Development Services Department ® Building & Code Regulations Division 2300 Virginia Avenue, Fort Pierce, FL 34982 - (772) 462-1553 Certification for Design Load Compliance Project Name: siwWe_,, pe'ioyQA ProjectAddress: 124-/(G S, 421Ad 12R 11,18 Permit#: Occupancy Type; nstructionType: tfjA INSTRUCTIONS FOR USE: * This certification must be completed, signed, and sealed by the design professional of record. * Submit (2) copies for residential, (3) copies for commercial with all permit applications involving the following: o New Residences (single or multi -family) X Residential Addition o Any accessory structure requiring a building permit o Any non-residential structure. * Note: Form not required for interior renovations provided that no exterior structural elements are affected and certain minor building permits at the discretion of the local building official. Contact the # above for questions. DESIGN PARAMETERS AND ASSUMPTIONS USED: (complete all that apply) 1. DESIGN CODE: Florida VJJLVf)4 1 Code Fifth Edition with 20 _ upplementT using ASCE 7-10 2. Structure Designed as (check one): Enclosed _Partially Enclosed _Open 3. Risk Category: —I ✓II _III _ IV Exposure Category: _B _C _D 4. Design Wind Velocity = mph ✓ASD _LRFD End Zone Width: 3 It5. Mean Roof Height �2. ft Roof Pitch: _ :12 Parapet: _ 1g A ft 6. Components & Cladding Design Pressures Used: (PSF, based on iosgft @ 15'MRH, clearly label on all plan openings): t Zone 1: ION Zone 2: Nd Zone 3: NA, Zone 4: tAZone 5:- 40.3 Garage: $4�- 7. Design Loads: Floor: / PSF Roof/Dead: PSF Roof/Live: Balcony: PSF Dock: PSF Deck: � PSF Stairs: PSF Fence: PSF Railings: 6� PSF a. Were Shear Walls Considered For Structure? ✓Yes _Not Applicable ExpiainWhyNot: 9. Is A Continuous Load Path Provided? Yes _Not Applicable Explain Why Not: — 10. Design Soil Bearing Pressure: 'J v-- PSr hall lest Reports sutlmmear _yes AREA of WORK RELOCATE VANITY EXISTING 1-1/2T Ir\ STUDOR VENT 2„ lav 1-1/2' NEW co BATH shower 2" co'I Existing L House 3" � Cleanout � Existing 3" Sanitary Line \ \ to Septic Tank/Drainfield SANITARY RISER Y NTS NOTE CONNECT TO EXISTING DOMESTIC WATER LINES 3" we DESIGN PROFESSIONAL CERTIFtCATtON STATEMENT: I certify that, to the best of my knowledge and belief, the attached plans & specifications have been designed to comply with the applicable structural portions of the building codes currently adopted and enforced by St. Lude County. I also certify that structural elements depicted on these plans provide adequate desistance to the design forces specified: t�5� T�`7 rr--�{�1�61i ftR/Zla�fL Print Name T Cert # & Co. Cert Auth. Signature, Date, and Seat Revised 07/25/2014 11 n(c$ e,-. �sffrl P 2/ 7 E LL' & ,0 Company Name & Address \LL P f l f L, '3362� FOUNDATION STATEMENT - FOUNDATIONS ARE DESIGNED FOR MINIMUM 2,000 PSF BEARING CAPACITY - COMPACTED SOILS SHALL BE TESTED TO A MINIMUM OF 95% OF MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557 AND COMPACTED AND TESTED IN LIFTS NOT TO EXCEED 12 INCHES. - A SOIL ENGINEERING TESTING LAB SHALL PROVIDE A REPORT OF EXISTING SOIL CONDITIONS A MAKE RECOMMENDATIONS FOR FOUNDATION REQUIREMENTS FOR THE INTENDED PROJECT. NOTICE OF TERMITE PROTECTION A PERMANENT SIGN, WHICH INDENTIFIES THE TERMITE TREATMENT PROVIDER AND NEED FOR RE -INSPECTION AND TREATMENT CONTRACT RENEWAL, SHALL BE PROVIDED. THE SIGN SHALL BE POSTED NEAR THE WATER HEATER or ELECTRIC PANEL - TERMITE PROTECTION- SOILS UNDER BUILDING SLABS AND FOUNDATIONS SHALL BE TREATED BY REGISTERED TERMITICIDES. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A "CERTIFICATE OF COMPLIANCE" SHALL BE ISSUED TO THE BUILDING DEPT. BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT. " THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH THE RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPT. OF AGRICULTURE AND COMMUNITY SERVICES". REINFORCEMENT NOTES NEW - ALL REINFORCING STEEL SHALL BE NEW BILLET CONFORMING TO ASTM A615, GRADE 60 CONCRETE SLAB ALL STRUCTURAL ANGLES SHALL BE GRADE 36 Fy AND FINISHED WITH ONE COAT 7.6' N.A.V.D. RUST PROHIBITIVE PAINT. - UNLESS OTHERWISE NOTED ALL DETAILING, FABRICATION AND PLACING OF REINFORCING STEEL SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES. - SPLICES IN REINFORCING BARS SHALL NOT BE LESS THAN 36 BAR DIAMETERS AND REINFORCING SHALL BE CONTINUUS AROUND CORNERS AND CHANGES IN DIRECTION. CONTINUITY SHALL BE PROVIDED AT CORNERS OR CHANGES IN DIRECTION BY BENDING THE LONGITUDINAL STEEL AROUND THE CORNER 48 BAR DIAMETERS OR BY ADDING MATCHING MATCHING REINFORCING STEEL, WHICH SHALL EXTEND 48 BAR DIAMETERS FROM EACH CORNER OR CHANGE IN DIRECTION. MINIMUM BAR LAP SPLICES IS 30 INCHES. WHEN (3) OR MORE BARS ARE REQUIRED, THE BARS SHALL BE HELD IN PLACE AND ALIGNMENT BY TRANVERSE BARS SPACED NOT MORE THAN FOUR (4) FEET APART. - WIRE MESH REINFORCING SHALL LAP ONE FULL MESH PLUS (2") AND BE SECURELY WIRED AT EACH SIDE AND END. - MINIMUM COVER FOR REINFORCING STEEL UNLESS OTHERWISE NOTED SHALL BE- - CONCRETE DEPOSITED AGAINST THE GROUND --------------------------- 3" - WALLS EXPOSED TO THE WEATHER OR IN CONTACT WITH THE GROUND---- 2" - WALLS NOT EXPOSED TO THE WEATHER OR IN CONTACT WITH THE GROUND --------------------------------------------------- 3/4" - BEAMS / OVER MAIN REINFORCEMENT ---------------------------------- 2 - SLABS ON GRADE---------------------------------------------® CENTERLINE - COLUMNS ------------------------------------------------------------ 2" - STRUCTURAL SLABS ------------------------------------------------- 3/4" CONCRETE SHALL BE MIN. COMPRESSIVE STRENGTH AT 28 DAYS (2,500) - LAP ALL VERTICAL REINFORCING IN MASONRY WALLS ( 48) BAR DIAMETERS ( 30" ) UNLESS OTHERWISE INDICATED. - ALL MORTOR SHALL CONFORM TO ASTM C144, Type "M" - CONCRETE BLOCK SHALL CONFORM TO ASTM C90 (f m= 1,750 psi BASED ON THE GROSS AREA OF THE UNITS). REINFORCED UNIT MASONRY THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH ACI-530 / ASCE 5 / TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY ON BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND SHALL BE IN ACCORDANCE WITH ACI 530/ ASCE 6 / TMS 602, SPECIFICATIONS FOR MASONRY STRUCTURES AND THE COMMENTARY ON SPECIFICATIONS FOR MASONRY STRUCTURES. - ALL MORTOR SHALL CONFORM TO ASTM C144, Type "M" - CONCRETE BLOCK SHALL CONFORM TO ASTM C90 (fm= 1,750 psi BASED ON THE GROSS AREA OF THE UNITS). - GROUT FOR THE CELLS TO BE 3,000 psi MINIMUM "PEA GRAVEL" CONCRETE. ( 8" to 11" SLUMP ) AND SHALL BE CONSOLIDATED. - VERTICAL CELLS TO BE FILLED SHALL HAVE VERTICAL ALIGNMENT SUFFICIENT TO MAINTAIN A CLEAR, UNOBSTRUCTED CONTINOUS CELL. - CLEANOUT OPENINGS SHALL BE PROVIDED AT THE BOTTOM OF THE CELLS, AT EACH LIFT, FOR INSPECTION. CLEANOUTS SHALL BE SEALED AFTER INSPECTION AND BEFORE GROUTING. - MAXIMUM LIFT HEIGHT = 8 Feet - LAP ALL VERTICAL REINFORCING IN MASONRY WALLS ( 48 ) BAR DIAMETERS ( 30" ) UNLESS OTHERWISE INDICATED. - WHEN GROUTING IS STOPPED FOR ONE HOUR OR LONGER, THE GROUT SHALL BE STOPPED 1-1/2" BELOW THE UPPRMOST UNIT. - GROUTED CELLS TO HAVE ( # 5 ) REINFORCING BARS AND TO BE PLACED WHERE INDICATED ON THE PLANS, UNLESS OTHERWISE NOTED. ( SEE SECTIONS, PLANS and DETAILS ). - TIE BEAM AND FILLED CELLS AND THE USE OF SUPERPLASTICIZERS YEILDING REQUIRED STRENGTH AND HIGH SLUMP ( 8" to 11" ) WILL ALLOW FOR COMPLIANCE WITH BOTH REQUIREMENTS FROM THE SAME CONCRETE BATCH. - WITHOUT THE USE OF SUPERPLASTICIZERS THE TIE BEAM AND FILLED CELLS SHALL BE POURED SEPARATELY. TEST REPORTS SHALL VERIFY VERY HIGH SLUMP (8"- 11") IN WALLS AND REQUIRED STRENGTH IN BEAMS. - CONTRACTOR SHALL CONTACT ARCHITECT / ENGINEER FOR REQUIRED INSPECTIONS PRIOR TO AND DURING PLACEMENT OF GROUT. 0 I roe O I 0 CONCRETE LEVEL FLOOR AREA .'4 (CLOSET AREA) BEDROOM # 2 BEDROOM # 3 Laundry Storage w/d Bath MARK SIZE / TYPE DESCRIPTION TC-1 axe CONC. BLK. w/ i FULLY GROUTED CELL w/ 1 # 5 VERT. BLOCK CELL ASS LOCATED ON PLANS DRILL 4" EMBED INTO EXISTING CONCRETE FOUNDATION DRILL EPDXY SET MAX. SPACING 4ft O.C. P40 WOOD POST 4"x 4" TREATED WOOD- SOUTHERN PINE BEAM SCHEDULE LINTEL MARK SIZE REMARKS LT-1 8 x 8 LINTEL OVER DOORS AND WINDOWS USED AS FILLER ONLY 8F8-1B Min. 4" BEARING EACH END BBM 8 x 8 BOND 1 # 5 CONTDOWEL REINF. ENDS INTO EXISTING REIF. UNIT MASONRY BEAM PROVIDE PRE -CAST CONCRETE LINTEL OVER WINDOW AND DOOR OPENINGS FOUNDATION — MONOLITHIC SYMBOL I SIZE x W REINFORCEMENT FTG 1616 1 lWx 18% 1Vd 2 # 5 0 BOTTOM EACH WAY 2# 5 DOWEL INTO EXISTING CONCRETE FOUNDATION 1016 Fro 10 67IV.1 16"d 4" EMBED EPDXY SET 1 # 5 LONG SIDE FOUNDATIONS DESIGNRD FOR MIN. 2,500 PSF SOIL BEARING CAPACITY CONCRETE SLAB NOTE - EXTERIOR PATIO SLAB Min. 4" THICK w/ 6"x 6" W1.4x W1.4 WWF ALL CONCRETE SHALL BE MINIMUM SPECIFIED COMPRESSIVE STRENGTH (F'c) = 3.000 PSI DEFORMED REINFORCING BARS SHALL BE GRADE 60 BILLET STEEL A615 LAP BARS 48 DIAMETER MASONRY- 8"x 8"x 16" STANDARD GREY BLOCK "RINKER" T10 MORTOR CEMENT- TYPE S or N EXPANSION CUTS TYPICAL 1/8" WIDE x 1" DEEP OFFSET DRAIN FROM EXISTING FOUNDATION AREA SANITARY LINE Curb c SFOWW71 �WC ADDITION EXISTING 8" CBS FILLED CELLS 1#5 VERT. TYPICAL 7 v 1 r 7 JGG 101E FTC16161 LJ FTG 1.016 L- 8. 5., i\ 4? -4" R 3'-7" I G� (� Iy POST ANCHOR FT�161fi, LP__ J Typical NEW'.. " : .... CONCRETE SLAB. ' • . %.'oo 4" Slope DR 1" ' . op ExistI —� Sanita y Line �..'. " to Se tic Tank/Drainfield CG TF53R, 8'-5- PERIMETER SLAB NOTE ( WATER STOP SAW CUT Min. 3/4" DEEP x 8" WIDE INTO EXISTING CONCRETE SLAB TO RECEIVE NEW MASONRY AND DOOR FRAMES SLAB RECESS 3/4" Typ. FIRST FLOOR PLAN FOUNDATION Date Rev Z Li j C) N O DO 0') LJ.J Q LLJ Q Q (n — L L W ~ L 0 O ED cf) C a_ �F N 0 LL_ rrrrrr,.^^ rr cr c��l �4 x 4 ` ,ff�ti� Date p i SEAL ))) ROBERT G. ISHMAN FIN N U Z = H- I 'n Ca0bi v1 — 00 0EE 00, 2 U cN O-iI O rn U F Of Of <o� 003N L0 w 1n =1 mQ? 0 U "O y J N= PROJECT No. so 1 /4" = 1'— 0" S H E E T A-5 of 7 FASTENERS RAILING AT 42" LANDING © LUS28 2x10 \2x10 PERIMETER BEAM and JOISTS AT 16"oc x/4" EMEBDEGDE ANCHOR BOLTS 6" FROM ENDS AND ONE AT MIDSPAN BEAM TO CONCRETE/MASONRY 2— 1/2" Dia. THRU BOLTS w BEAM TO POSTS of U In in U 0 z I= cn X w SLAB LUS28 cn cn 0 O o_ 0 0 9 dt It LINE of BUILDING BEYOND STEPS RAILING AT 34" ©H8 2x12 W00D STRINGER 2-2x6 WOOD 8 1/2" THU BOLT TO DST CON11NOUS AT STEPS 2x12 WOOD STRINGER EACH SIDE & CENTER OF STEPS NOTCH CUT FOR TREAD 11" 2-2x6) RISER 7" �2x8) LANDING DECK TREADS TO STRINGER — 2x6 WOOD MEMBERS #10 x 2-3/4(¢) PER SUPPORT— 1" FROM EDGE WOOD RAILING MEMBERS 2x FRAME— 2 SCREW EACH CONNECTION 2x PICKETS 1) SCREW EACH CONNECTION ALL SCREWS TO B COUNTERSINK HEAD WOOD SCREW STAINLESS STEEL BOLTS. WASHERS & NUTS— SIZED A.P.P. STAINLESS STEEL HANGERS— SEE SCHEDULE (*) PRODUCT SPECIFIED WITH ADDITIONAL COROSION PROTECTION 5/4 CONT. WOOD CAP RAIL LANDING AT 42" 1/2" CHAMFER TOP RAILING NDIN 5/4 CONT. WOOD CAP RAILS 1/2" CHAMFER TOP I n n n 2x4 2x4 ALL WOOD TO BE TREATED SOUTHERN PINE No.2 4" 2x2 VERTICAL PICKETS SPACED MAX. 4" APART 2x2 VERTICAL PICKETS 4x4 POSTS SPACED MAX. 4" APART 4x4 POSTS 2x4 H8 O O LANDING 2x10 O O a_ 0 - - - - - - - 3 [ o X - - - - - - - - It EXTERIOR STAIR SECTION S-2 2x6 TREATED WOOD AT TREADS & LANDING LSPACE 1/4" APART — 2x10 JOISTS AT PERIMETER OF LANDING AND ONE AT MIDSPAN (2)1/2" THU BOLT TO POST Grade , , , WOOD POST 4x4 , Existing 41 8" CBS q, Rk 0P FOUNDATION Q0J 5�, Q PATIO SLAB 4, ELEVATION EXISTING STRUCTURE •4 .I 2 If 5 DOWEL INTO EXISTING CONCRETE FOUNDATION 4" EMBED EPDXY SET DRYWALL CEILING ON WOOD FURRING 2 # 5 ® BOTTOMEACH WAY •' rs 4" PT WOOD PLATE FTG 1016 12" '. , PA E WOOD STUDS FOOTING SECTION PACED SUM a.c. w/ FTG 1016 1/2" GYPSUM WALLBOARD ea. SIDE - - - - - - - - - - - - - - - - - - - - 2"x 4" WOOD BRACE MIDWAY , , WOOD POST , 4x4 2"x 4" PT WOOD PLATE TAPCON SCREW 3/16"x 1-1/4" EMBED SPACED ® 24' o.c. Q PATIO SLAB WOOD ' ELEVATION CONCk,� FLOOR BASE FTG 1616 e a v i A* I , , 1'-6" S E C T I (, I SC 3/4" = 1'— 0- INTERIOR DARTITION FOOTING SECTION FTG 1616 , , , CONT. HANDRAIL 1-1/2" x 1-1/2" AT STEPS EACH SIDE 34" MOUNT HEIGHT 1-1/2" x 1—}P"LONG SPACER , N v U) N O o_ 0 0 3 q- X 2x10 oQ' EXISTING RESIDENCE LIVING SECOND FLOOR EXISTING WOOD FLOOR JOISTS oQ- EXISTING RESIDENCE LIVING FIRST FLOOR EXISTING CONCRETE i� NEW ENCLOSE EXISTING MASONRY OPENING AREA TINOUS AT STEPS WOOD STRINGER SIDE & CENTER OF CH T FOR 11 a 2-2x6 W OD BEAM L 1/2" THUI BOLT TO PO 2-2x6 WOOD BEAM 1/2 Dia. THRU BOLT to POST SLAB EXTERIOR STAIR SECTION S-3 In U 0 z X w EXISTING CONCRETE MONOLITHIC FOUNDATION EXISTING BALCONY 0 0 3 O EXISTING WOOD FLOOR JOISTS SPACED 16" ON CENTER 1/2" GYPSUM WALLBOARD 1/2" GYPSUM WALLBOARD 1x2 TREATED WOOD FURRING SPACED 24" ON CENTER NEW ENCLOSED LIVING AREA EXISTING CONCRETE SLAB SECTION S-1 H32 SH HANGER SCHEDULE "SIMPSON STRONGTIE" MFGR or EQUAL No. SYMBOL TYPE GAUGE FASTENERS Q1 ABU44 POST ANCHOR 16 Base 12 Strap 5/8" ANCHOR BOLT — FTG x 6" EMBED 2-1/2" THRU BOLTS- POST ® LUS28 JOIST HANGER 18 6-10d HEADER 4-10d JOIST © H8 STRAP TIE 18 5-10d x 1-1/2101ST / BEAM (*) PRODUCT SPECIFIED WITH ADDITIONAL COROSION PROTECTION J ROOF/ FLOOR R-38 NEW 1/2" GYPSUM WALLBOARD 1-1/2" TREATED WOOD FURRING SPACED 24" ON CENTER ' INSULATION "FI—FOIL" VR PLUS R-7.1 for 1-1/2" CAVITY PROVIDE 1/2" GAP BETWEEI DRYWALL and SLAB WOOD BASE 7.6 N.A.V.D. I EXISTING CONCRETE MONOLITHIC FOUNDATION , , , , , zo z �Zi wOf DRIP EDGE BOND BEAM (BBM) °o 1 # 5 CONT a CEMENT STUCCO FINISH an 8" MASONRY BLOCK 99a LADDER TYPE REINF. O MASONRY JOINTS CONTINOUS SPACE 16" O.C. (EVERY OTHER COURSE) REINFORCING O TIE COLUMNS Tc-1 1 # 5 IN GROUTED CELL e g4" th CONCRETE SLAB w/ 6"x 6" #10-10 WWF ON COMPACTED FILL THICKENED PERIMETER SLAB EDGE * 8"x 8" w/ 1#5— CONTINOUgTE88) Slope DN 1" r o TE88 w m �Date (.-7117 Zw o> > 0 N oDO j� wryQ U Z � Z <C w 0 z O (n _ LL w ry 3: w U NN LLJ O W V a O a- O d NO a- LL Dote JJJI) ROBERT G. ISHMAN Q� z U N rOi M 00 — N O W OO u I li � N I— U ¢ o LJ w 0 0 x MQ o W ^Jv -0 U J N = F- PROJECT No. GRADE so 3/4" = 1'— 0" a0 SHEET 1#50 File Cap A — 6 FASTENERS io 1I 7 =XIS ING RAILING AT 42" LANDING 20 LUS28 2x10 \2x10 PERIMETER BEAM and JOISTS AT 16"oc 5/8" WEDGE ANCHOR BOLTS x 4" EMBED 6" FROM ENDS AND ONE AT MIDSPAN BEAM TO CONCRETE/MASONRY 2- 1/2" Dia. THRU BOLTS W BEAM TO POSTS Of U En 0 m U C� z X W SLAB EXISTING STRUCTURE DRYWALL CEILING ON WOOD FURRING CONCRETE FI LUS28 0 0 0 a 0 0 3 d- x QH8 LINE of BUILDING BEYOND STEPS RAILING AT 34" 2x12-WOOD STRINGER 2-2x6 WOOD B f 1/2" THU BOLT TO OST CONTINOUS AT STEPS 2x12 WOOD STRINGER EACH SIDE & CENTER OF STEPS NOTCH CUT FOR TREAD 11" 2- 2x6) RISER 7" �2x8) LANDING DECK TREADS TO STRINGER - 2x6 WOOD MEMBERS #10 x 2-3/4"'2) PER SUPPORT- 1" FROM EDGE WOOD RAILING MEMBERS 2x FRAME- 2 SCREW EACH CONNECTION 2x PICKETS 1) SCREW EACH CONNECTION ALL SCREWS TO BE COUNTERSINK HEAD WOOD SCREW STAINLESS STEEL BOLTS. WASHERS & NUTS- SIZED A.P.P. STAINLESS STEEL HANGERS- SEE SCHEDULE (*) PRODUCT SPECIFIED WITH ADDITIONAL COROSION PROTECTION 5/4 CONT. WOOD CAP RAIL LANDING (1/2" CHAMFER TOP RAILING AT 42" 5/4 CONT. WOOD CAP RAIL-- 1/2" CHAMFER TOP 2x4 2x4 ALL WOOD TO BE TREATED SOUTHERN PINE No.2 4" 2x2 VERTICAL PICKETS SPACED MAX. 4" APART 2x2 VERTICAL PICKETS 4x4 POSTS SPACED MAX. 4" APART 4x4 POSTS 2x4 i H8 O O LANDING 200 - O O 0 - - - - - - - - U) EL 0 o- - - - - - - - - O O X x EXTERIOR STAIR SECTION S-2 t:L:2x6 TREATED WOOD AT TREADS & LANDING iv SPACE 1/4" APART 2x1O JOISTS AT PERIMETER OF LANDING AND ONE AT MIDSPAN (2)1/2" THU BOLT TO POST Grade -------------------------- , WOOD POST 4x4 Existing 9 8" CBS l> FOUNDATION Q0 05 Q PATIO SLAB ELEVATION 4" ,4I 2 # 5 DOWEL INTO EXISTING CONCRETE FOUNDATION 4" EMBED EPDXY SET a'. 2 # 5 0 BOTTOMEACH WAY 2"x 4" PT WOOD PLATE FTG 1016 12 �2"x 4" WOOD STUDS FOOTING SECTION SPACED 0 24" o.c. w/ FTG 1016 1/2" GYPSUM WALLBOARD ea. SIDE - - - - - - - - - - - - - - - - - - - - - - - - - D BRACE MIDWAY WOOD POST 4x4 , >"x 4" PT WOOD PLATE 5 APCON SCREW 3/16"x 1-1/4" EMBED 1 tkk 0P PACED ® 24" o.c. PAL C� Q PATIO SLAB ELEVATION FTG 1616 a A, 4' V-6" SECTION SC 3/4" = 1'- 0" INTERIOR PARTITION FOOTING SECTION FTG 1616 - - - - - - - - - - - - - - - - - - - - - - - - - - CONT. HANDRAIL 1-1/2" x 1-1/2" AT STEPS EACH SIDE 34" MOUNT HEIGHT 1-1/2" x 1-}P"LONG SPACER i N NEW ENCLOSE EXISTING MASONRY OPENING AREA LANDINC I C NTINOUS AT STEPS 2 WOOD STRINGER 2x10 k. C SIDE & CENTER OF CH T FOR TREA 11 QH8 RI ER 0 0 0 0 a a 0 0 0 O 3 3 2-2x6 WOOD BEAM 1/2" THU BOLT TO PO 2-26 WOOD BEAM 1/2 Dia. THRU BOLT to POST SLAB EXTERIOR STAIR SECTION S-3 O� EXISTING RESIDENCE m LIVING SECOND FLOOR z Ln rn X W EXISTING WOOD FLOOR JOISTS �04 R- EXISTING RESIDENCE LIVING FIRST FLOOR EXISTING CONCRETE EXISTING BALCONY 0 0 a 0 O 3 O EXISTING WOOD FLOOR JOISTS SPACED 16" ON CENTER 1/2" GYPSUM WALLBOARD 1/2" GYPSUM WALLBOARD 1x2 TREATED WOOD FURRING SPACED 24" ON CENTER EXISTING CONCRETE MONOLITHIC FOUNDATION NEW ENCLOSED LIVING AREA HANGER SCHEDULE "SIMPSON STRONGTIE" MFGR or EQUAL No. SYMBOL TYPE GAUGE FASTENERS Qt ABU44 POST ANCHOR 16 Base 12 Strap 5/8" ANCHOR BOLT - FTG x 6" EMBED 2-1/2" THRU BOLTS- POST 20 LUS28 JOIST HANGER 18 6-10d HEADER 4-10d JOIST © H8 STRAP TIE 18 5-10d x 1-1/2fOIST / BEAM (*) PRODUCT SPECIFIED WITH ADDITIONAL COROSION PROTECTION H32 SH SEE BUILT UP ROOF NOTE TYPE 30 ANCHOR ROOF FELT 19/32 CDX PLYWOOD ROOF SHEATHING BUILTUP ROOFING- MINERAL SURFACED CAP SHEET 1/2" DURAROCK SET IN MASTIC TILE FINISH EXISTING CONCRETE SLAB SECTION S-1 ROOF/ FLOOR R-38 NEW 1/2" GYPSUM WALLBOARD 1-1/2" TREATED WOOD FURRING SPACED 24" ON CENTER INSULATION "FI-FOIL" VR PLUS R-7.1 for 1-1/2" CAVITY Co I i� PROVIDE 1/2" GAP BETWEEN DRYWALL and SLAB WOOD BASE 7.6 N.A.V.D. t EXISTING CONCRETE MONOLITHIC FOUNDATION , , , , , , , , , 7- (n J w� DRIP EDGE BOND BEAM (BBM) °0 1 # 5 CONT a CEMENT STUCCO FINISH on $" MASONRY BLOCK 9ga LADDER TYPE REINF. O MASONRY JOINT'S CONTNOUS SPACE 16" O.C. (EVERY OTHER COURSE) REINFORCING O TIE COLUMNS Tc-1 1 # 5 IN GROUTED CELL e 4" th CONCRETE SLAB w/ 6"x 6" #10-10 WWF ON COMPACTED FILL THICKENED PERIMETER SLAB EDGE A 8"x 8" w/ 1#5- CONTINOUS(TE88) Slope DN 1" InTE881 GRADE 41 00 8" 1 #50 Date to Z117 Rev Z o> LLJ >CIE QN Cc O > � IZ — Ld ft_� Q U Z z a LJJ o zo (n — LL_ Lil Ld ~ U LLI O LLI U) O O NO r� ffrrr•rn.- C� -1 Date v: S E A L )) �`�JJJJ J J ROBERT G. ISHMAN < Ir- o U N z M Q Ld U1 — m morn p 0o0 O J U 011rn horn o o�;;� LLIW m Q Z W ^ J� J D J -0N PROJECT No. sc 3/4" = 1'- t S H E E T perm 6 Of ' 7 %ot Included on Date Rev EXISTING JOISTS Z CD F? w J X Q W Q ROOF/ FLOOR R-38 ' 1/2" GYPSUM WALLBOARD 1-1/2" TREATED WOOD FURRING INSULATION "FI-FOIL" VR PLUS R-7.1 for 1-1/2" CAVITY 7.6 N.A.V.D. AL DRIP EDGE EXISTING WOOD BEAM HEADER PRECAST LINTEL (FILLER) 8F8-18 # OVER OPENINGS ) MIN. 4" BEARING EACH END DOOR FRAME HEAD THRESHOLD PAT10 EXISTING CONCRETE MONOLITHIC FOUNDATION XTERIOR DOOR SECTION EXISTING WOOD BEAM HEADER EXISTING WOOD BEAM HEADER EXISTING LINTEL LT-1 -Bf0NmD� E A- - - I- - BOTTOM OF BEA I Min. 4" BEARING E.E. FILL IN EXISTING OPENING 8° MA NRY 8" MASONRY PROVIDE GALVANIZED WALL TIES w/ 1" TAPCON SCREW TO EXISTING MASONRY SPACE VERTICAL 16" O.C. / EVERY OTHER BED LOCATION <c'F G0 Tc-i r` G Tc-1 G �G Q OJGe Oo�Q w V) V) �C� a- F F / 0 3 I I I 3 I i RECESS I 3/4" SLAB RECESS fl1 FLOOR SLAB V"FLOOR SLAB CONCRETE E HEAD HEADER SECTION FRAME SILL THRESHOLD V a. SILL SECTION FRENCH DOOR INTERIOR DRYWALL & FURRING INTERIOR DRYWALL & FURRING 1/4" SHIM �iW00D BUCK .9 FRAME JAMB NOUS CAULKING EXTERIOR STUCCO DOOR FASTENERS HEAD- 5 16 x 3-1/2" LONG TAPCON SILL- 5 16" x 2-1/4" LONG TAPCON JAMB- 5/16" x 2-3/4" LONG TAPCON MULLIONS- 5/16"x 2-1/4" LONG TAPCON (TAPCON by ELCO or BUILDEX) NOTE- ALL FASTENERS WITH 1-1/2" MIN. EMBEDMENT, 1-1/2" EDGE DISTANCE AND 1/4" MAX. SHIM SPACE. 1/4" n WOOD BUCK CONTINOUS CAULKING \d EXTERIOR STUCCO e' WINDOW FRAME d 1/4" SHIM N CON11NOUS CAULKING EXTERIOR STUCCO JAMB SECTION EXTERIOR STUCCO CONTINOUS CAULKING CONCRETE a.• a' •a 21 INTERIOR DRYWALL & FURRING I � WOOD BUCK 1/4" SHIM WINDOW FRAME HEADER SECTION SINGLE HUNG WINDOW FRAME m 01.E v INTERIOR DRYWALL & FURRING CONCRETE SILL SILL SECTION BUCK ATTACHMENT WINDOW JAMB & HEADER CONT. WOOD BUCK 1" x 3"TREATED CONT. WOOD BUCK 2% TREATED 1/4" - x 1-1/4" EMBED TAPCON SCREWS SPACED 10" ON CENTER, 4" FROM ENDS CONTINOUS CAULKING BETWEEN WOOD BUCK AND CONCRETE CONTINOUS CAULKING EXTERIOR WINDOW PERIMETER BETWEEN WINDOW FRAME & STUCCO WINDOW ATTACHMENT SHALL BE IN COMPLIANCE WITH MANUFACTURERS REQUIREMENTS, N.O.A. TO 2x WOOD BUCK OR WOOD STRUCTURE #14 WOOD SCREW or 1/4" TAPCONS (ITW or ELCO) WITH 1-1/2" EBEDMENT. TO CONCRETE (MIN. 3,000 PSI) OR GROUT FILLED BLOCK (MIN. 1,500 PSI) (DIRECTLY or THRU tx OR 2x WOOD BUCK) 1/4" TAPCONS (ITW or ELCO) WITH 1-3/4" MINIMUM EMBEDMENT TO CONCRETE (MIN. 3,000 PSI) OR GROUT FILLED BLOCK (MIN. 1,500 PSI) DOOR ATTACHMENT CONT. WOOD BUCK 1" x 3" CONT. WOOD BUCK 2"x TREATED 1/4" - x 1-1/4" EMBED TAPCON SCREWS SPACED 10" ON CENTER, 4" FROM ENDS CONTINOUS CAULKING BETWEEN WOOD BUCK AND CONCRETE FRAME TO BUCK # 10 WOOD SCREW x 1-1/2" EMBED # 8 x 2-1/2" PFH WOOD SCREW INSTALL AS PER MFG.N.O.A. REQUIREMENTS z O W j N O 00 cjr� 0-) ry > ro W Q C) 7-0 z Q IQf W p 0 [n LL- LLJ- ~ U Lu O ED Cf) Cf) - O D- o c Nry O �a — ` Date 11ALIZ )� � S E A l ) .iJJJJJJ) ROBERT G. ISHMAN Z U M M V) a m ZE _ 00 MOM d, N 3O3 11 I HU ¢ Jo° G_ w o3ON LJ n = } m Q z O ; od O:f J N2H PROJECT No. S H E E T MASONRY FILL WALL SECTION Fm z� SEE BUILT UP ROOF NOTE TYPE 30 ANCHOR ROOF FELT 19 32 COX PLYWOOD ROOF SHEATHING BUILTUP ROOFING— MINERAL SURFACED CAP SHEET 1/2" DURAROCK SET IN MASTIC 1 TILE FINISH \ jj EXISTING JOISTS ROOF/ FLOOR R-38 1/2" GYPSUM WALLBOARD 1-1/2" TREATED WOOD FURRING INSULATION "FI—FOIL" VR PLUS R-7.1 for 1-1/2" CAVITY 7.6 N.A.V.D. METAL DRIP EDGE EXISTING WOOD BEAM HEADER /STUCCO PRECAST LINTEL (FILLER) SF8-16 # OVER OPENINGS ) MIN. 4" BEARING EACH END DOOR FRAME HEAD THRESHOLD EXISTING CONCRETE MONOLITHIC FOUNDATION EXTERIOR DOOR SECTION EXISTING WOOD BEAM HEADER -RnWn _iF _ _ _ I _ _ _ 8" M Grade Tc—i 3/4" %ABIRECESS 7iTi7 SECOND FLOOR • ••- _ 11■I■111I■I1��11■11 OUTSIDE WALL SPIRAL STAIR 30 WIDE E TREADS, 9.45" RISERS 7-1/2" CLEAR TREAD DEPTH AT A POINT 12 INCHES FROM THE NARROW EDGE RISERS SHALL BE SUFFICIENT TO PROVIDE A HEADROOM OF 78 INCHES MINIMUM, BUT RISER HEIGHT SHALL NOT BE MORE THAN 9-1/2". THE MINIMUM STAIRWAY CLEAR WIDTH AT AND BELOW THE HANDRAIL SHALL BE 26 INCHES. EXISTING WOOD BEAM HEADER EXISTING I LINTEL LT-1 BOTTOM OF BEA Min. 4" BEARING E.E. -IN r_ G Tc-1 i FLOOR SLAB Grade MASONRY FILL WALL SECTION FILL IN EXISTING OPENING 8" MASONRY PROVIDE GALVANIZED WALL TIES w/ 1" TAPCON SCREW TO EXISTING MASONRY SPACE VERTICAL 16" O.C. EVERY OTHER BED LOCATION 3/4" SLAB RECESS FLOOR SLAB FIRST FLOOR DD IU- CONTINOUS RAIL ON OUTSIDE u MOUNT BASE PLATE BELOW FINISF FLOOR AREA TR DS CENTER SUPPORT 9.45" RISERS FINISH FLOOR p 4 .: °. ° p CONCRETE"SLAB 4: Ad A p STAIR ELEVATION SPIRAL GUARDRAIL AT SECOND FLOOR 42" AFF w/ VERTICAL PICKETS SPACED 4" APART FLOOR OPENING oa Tread Tread 10 TREADS ® 9.45" a 11 RISERS 0 c CE SUPPORT FLOOR, LANDING FLUSH TO Handrail SECOND FLOOR . Tread FINISH FLOOR ELEVATION Partition STAIR PLAN "SPIRAL" STAIRWAY SUPPLIER TO SUBMIT SHOP DRAWING TO ARCHITECT AND OWNER FOR APPROVAL PRIOR TO MANUFACTURING OR MATERIAL ORDERING SPIRAL STAIR E HEAD HEADER SECTION FRAME SILL THRESHOLD a SILL SECTION FRENCH DOOR INTERIOR DRYWALL & FURRING INTERIOR DRYWALL & FURRING " SHIM a WOOD BUCK 1/4K 4Q FRAME JAMB CAULKING EXTERIOR STUCCO DOOR FASTENERS HEAD— 5 16 x 3-1/2" LONG TAPCON SILL— 5 16" x 2-1/4" LONG TAPCON JAMB— 5/16" x 2-3/4" LONG TAPCON MULLIONS— 5/16"x 2-1/4" LONG TAPCON (TAPCON by ELCO or BUILDEX) NOTE— ALL FASTENERS WITH 1-1/2" MIN. EMBEDMENT, 1-1/2" EDGE DISTANCE AND 1/4" MAX. SHIM SPACE. 1/4" p a WOOD BUCK CONTINOUS CAULKING \d ° EXTERIOR STUCCO G WINDOW FRAME 4 1/4- SHIM CONTINOUS CAULKING EXTERIOR STUCCO JAMB SECTION WINDOW FRAME ° CONCRETE SILL SILL SECTION E SILL INTERIOR DRYWALL & FURRING BUCK ATTACHMENT WINDOW JAMB & HEADER CONT. WOOD BUCK 1" x 3"TREATED CONT. WOOD BUCK 2"x TREATED 1/4" l x 1-1/4" EMBED TAPCON SCREWS SPACED 10" ON CENTER, 4" FROM ENDS CONCRETE CONTINOUS CAULKING BETWEEN WOOD BUCK EXTERIOR AND CONCRETE STUCCO c .. n ° CONTINOUS CAULKING EXTERIOR WINDOW PERIMETER BETWEEN WINDOW FRAME & STUCCO ° INTERIOR WINDOW ATTACHMENT DRYWALL &FURRING SHALL BE IN COMPLIANCE WITH MANUFACTURERS CONTINOUS CAULKING REQUIREMENTS, N.O.A. WOOD BUCK 1/4" SHIM WINDOW FRAME TO 2x WOOD BUCK OR WOOD STRUCTURE #14 WOOD SCREW or 1/4" TAPCONS (ITW or ELCO) WITH 1-1/2" EBEDMENT. TO CONCRETE (MIN. 3,000 PSI) HEADER SECTION OR GROUT FILLED BLOCK (MIN. 1,500 PSI) (DIRECTLY or THRU 1x OR 2x WOOD BUCK) SINGLE HUNG 1/4" TAPCONS (ITW or ELCO) WITH 1-3/4" MINIMUM EMBEDMENT TO CONCRETE (MIN. 3,000 PSI) OR GROUT FILLED BLOCK (MIN. 1,500 PSI) DOOR ATTACHMENT CONT. WOOD BUCK 1" x 3" CONT. WOOD BUCK 2"x TREATED 1/4" - x 1-1/4" EMBED TAPCON SCREWS SPACED 10" ON CENTER, 4" FROM ENDS CONTINOUS CAULKING BETWEEN WOOD BUCK AND CONCRETE FRAME TO BUCK # 10 WOOD SCREW x 1-1/2" EMBED # 8 x 2-1/2" PFH WOOD SCREW INSTALL AS PER MFG.N.O.A. REQUIREMENTS Not Incluc Date ZI 17 Rev z O W I— j�' 0 N O 00 �—' — (Y W Q U z z Q W p O L V J Li 0:' D-- W U W OW (,f) V O a_ �� NO � � W rrrrrrrr�„ rr ` ',ZZW)� Date ROBERT G. ISHMAN Q d ~ o Z U M _ pp J¢m U) a morn 2 W 0XO 2p O-i I � N owrn �0 , � w w 0 It (n M < 0 z h J� 0� U O d J N2H PROJECT No. pr HE,ET — 7 of 7 i 7. ) GENERAL NOTES: 1. 2. NMITKBENEW CBLOERDpABE ISTRCTACCORDANCESHALL BE APPUABLE AL CODES PRODUCT APPROVAL, RULES AND ORDINANCES ANY DAMAGED EQUIPMENT SHki BE REPLACED OR RESTORED TO ORIGINAL CONDITION. 3. PANES INM SYS�IEMPSSR,O ICA�U,-PEIERRMITS ANDRIAL-csSERVICESUNECESS�ARY FD FURNISF�ING AND IN�SET$AWNG A COMPLETE OPERABLE MECHANICAL SYSTEM. 4. CH SURROUNDINGLCOLOR ANDI�NTDG(IURES SAS REQUIIRED BBYYDARCHIITECTT VERIFY COLOR AND TEXTURE WITH ARCHITECT. PAINT ALL EXPOSED MECHANICAL EQUIPMENT WITH BENJAMIN MOORE EPDXY ENAMEL AL g182. 5. AND CUTTING WALL &EPNIINGS VIAL! BE BY THE GENERAL CONTRACTTEEL, WEATHER OR. PAINTING, 6. OPENINGS IN BUILDING TRUCTURE, FOR DUCTWORK PIPING, ETC. TO BE 1�J2'" LARGER (ON ALL SIDES) THEN THE OUTSIDE DIMNSIONS. ALL VOIDS WITH FIRE RETARDANT SILICONE FOAM (I.E. CHASE -FOAM CTC PR-855 BY CHASE TECHNOLOGY CORP.). 8 PROVIDE FLENBLE DUCT CONNECTORS, RATED AS REQUIRED, TO ALL FANS, A/C UNITS, OR MECHANICAL EQUIPMENT. 9. PROVIDE MAINTENANCE AND OPERATION MANUAL ON ALL MECHANICAL EQUIPMENT SUBMITTA SS SHALL HAVE A SUMMASETS RY SHEET SHOWING ALL ON ALL ASCHEULEQUIPMENT. INFORMATION. 10. HVAC CONTRACTOR YWLL_WARRANTY _ALL .MECHANICAL SYSTEMS. DUCTWORK, 11. AND QUALITY AOHS B ,TEO6R BEFORE FLLWTO A('T REGULLIR INTERVALS SHOULD BE BE INSTRUMENTED MECHANICAL EQUIPMEN7 NOTES: 1. 2. NOT USED 3. NOT USED 4. PROVIDE BACKDRAFT DAMPERS ON ALL EXHAUST FANS AND/OR INUNE FANS. 5 PROVIDE VIBRATION ISOLATORS ON ALL MECHANICAL_EQUIPMENT AS CALLED FOR 6. PROVIDE A MIN. OF 10' CLEARANCE BETWEEN 0/A INTAKES AND VTR OR EXHAUST OPENINGS. 8, THERMOSTAT LOCATION SHALL BE APPROVED BY OWNER AND ENGINEER BEFORE INSTALLATION. 9. RUN INSULATED CONDENSATE DRAINS AS PER PLUMBING DRAWINGS. 10. MOUNT ALL ROOFTOP EQUIPMENT FOR WIND LOADS AND "NTING HEIGHTS AS REQUIRED BY LOCAL CODES, ALL CURBS SHALL EXTEND 8 MIN. ABOVE FINISHED ROOF. 11. ALL PIPING AND DUCTWORK SHALL BE vFFVLU IHHU W n a BACR AS REQUIRED BRACING PROVIDE NATED WITH ESSARRY TRANSITIONS REQUIRED FOR DUCTWORK INSTALLATION. 12. ALL INSULATION WALL HAVE FIRE/SMOKE RATING LESS THAN 25/50. 13. PROVIDE MOTOR STARTERS AS FOLLOWS (UNLESS OTHEHMSE RECOMME14DED BY MOTOR MANUFACTURER): A: PROVIDE OVERLOAD PROTECTION - 1/3 HP AND MOVE ALL PHASES). B. PROVIDE ACROSS THE LINE VOLTAGE STARTING BELOW 1 HP. 14. IONING MN. REQUIREMENT SHALL NOT ( NOISE LEVEL OF 65 AS MEASURED RADIALLY 30 FT FROM THE EQUIPMENT IN ALL DIRECTIONS. 15. SET PRIOORRSTO TAESST BE BALANCEANDUAND A FINAL CONSTRUCTION. AT CIE END OF � YEAR SERVICE PERIOD. AIR DISTRIBUTION DUCTWORK NOTES 1. REFER TO ARCHITECTURAL PLANS FOR CEILING TYPE. 2. PROVIDE OFF WHITE FINISH (SUBJECT TO ARCHITECT'S APPROVAL). 3. ALL 1PUCOTWWOPRRK WHERE pALLOWEDBYC OC& ( LASS C D A OFOLLOW�S LING RATING SHALL A. S�A do R AA-- 1.5 THIf2( FIBERGLASS DUCT BOARD WITH VAPOR BARRIER (R-6 MIN.) B. EXHAUST AIR - GALVANIZED SHEETMETAL 4. TEMPERATURE KSPECIFIED AND AS REQUAL IRED BY TH CEILIFOR NGUSSYS E RATINAND G. 5. 5. KEEL DUCTWORK SHALL BE FABRICATED AND INSTALLED IN ACCORDANCE WITH SMACNA STANDARDS AND LOCAL. BUILDING CODES. 6. ALL DUCT SIZES ARE CLEAR INSIDE DIMENSIONS. 7. SEAL ALL DUCTS, JOINTS AND SEAMS IN AN APPROVED MANNER AND INSURE AGAINST LEAKAGE. 8 PROVIDE ACCESS DOORS_ AS REQUIRED_ FOR ALL MECHANICAL EQUIPMENT TO 10. TERMINAL AIR DISTRIBUTION DEVICES SHALL BE AS FOLLOWS: CEILING DIFFUSER: EQUIV. TO TITUS MODEL TDC-AA RETURN REGISTER: EQUIV. TO TINS MODEL 355 FL SIDEWALL REGISTER: EQUIV. TO TITUS MODEL 250 FL COORDINATION NOTES: 1. INCLUDE BEAM Oft STRUCTURE ELEVATION & REQUIRED EQUIPMENT ACCESS AREAS. 2 MEW WAL�L. R�OO�F,, QA�N�D�CEILING OPENINGS INDICATED ON CONTRACTOR DRAWINGS ARE SH�tLSBE ISLE£YED AND FIRENRAT D ASCit(WREPIPE D,D, EQUIPMENT JUI ST OPEN KETRATIONS INGS 3. FIELD WITH WITH LATE IGHTS. SPRINKLERSCEILING AARRCHITEC11JRAALL.SE4 MENTS�STERS W THE 4. COORDINATE LOCATION OF A/C UNITS, THERMOSTATS, FANS AND DUCTWORK WITH BUILDING STRUCTURE AND OTHER TRADES SO THAT N9 INTERFERENCES OCCUR, 5. IN GENERIC. DUCT OFFSETS HAVE NOT BEEN SHOWN. A/C CONTRACTOR TO COORDINATE THESE AS REQUIRED. 6. 7 D,FI�VERIFYAAI IR�SPRIOR P.OREFUNGFABRCAOOR INSTALLATION MARAS OR EQUIMENT CONTROLS: 1. LEST AND ADJUST SUPPLY AND RETURN AIR TEMPERATURES TO BE WITHIN 5% OF DESIGN REQUIREMENTS. FAN SCHEDULE MARK SELECTION BASED ON TYPE/ CFM TSP RPM I MOTOR DATA DRIVE SONES UNIT REMARKS SERVICE IN WG OR NC WEIGHT MAKE MODEL. NO. HP VOLTS-PH-HZ EF-1 GREENHECK SP-A110 TOIIET/OQHAU 60 .25 950 9501491 120-1-60 DIRECT 1.6 15 1,2345,6,7,8,10,11 GENERAL 1. FAN NOTES: PROVIDE MOTOR STARTER$ DLVG INECTS ADO ALL ASSOCIATED CONTROLS 0. D AR K WCAND TO NOTES FOR 07M ON ALL FA S 7. FROMM MOTOR HEATERS SIZED AS REOt1 W FOR FETD CA1MMOHS 2 FtiM BADXRAFT FOR ALL MAW FANS . & MVIDE FACTORY FAN MOIA111NG RFPORTS-i= OM HANGNG M Er.1 FIELD ADJUST OPT " SIRlIC1U17E 9• pR01�E WALL SWITCH 4. E ALL OURIDM MVMMT SHALL COWLY VIII LOCH. ZXNG NOISE ORDINANCE OR NOT Ef E D A NOISE LEVEL OF 560E AS MEASURB) RADIALLY 15 FT, 10. PROVIDE SPEED CONMOUFR FROM THE EOD MDU N ALL DIRECTIONS 11. SIETFH V/ LIGHTS S COMNATE IN ELECTRCAL CONTRACTOR BEFORE MNG OR OMEM ANY MFMENL ABBREVIATIONS: SW SIDEWALL REGISTER CD CEILING GRILLE CFM CUBIC FEET PER MINUTE CU CONDENSING UNIT AHU AIR HANDLING UNIT EF EXHAUST FAN t t I ' � 1 �- �111��51'�74:Y:M NOTES: 1. MITSUBISHI IS THE BASIS OF DESIGN AND THE STANDARD FOR COMPARISON. 2- MECHANICAL CONTRACTOR SHALL SIZE LINES PER MANUFACTURER'S RECOMMENDATION BASED ON ACTUAL ROUTING OF REFRIGERANT LINES 3. MANUFACTURER SHALL PROVIDE COMPLETE FACTORY VWNLIED HI/LOW PRESSURE SWATCH, HI CAPACITY DRYER. ANTI -SHORT CYCLING DEVICE CRANK CASE HEATER, SOLENOID VALVE AND NON -BLEED EXPANSION VALVE. 4. PROVIDE AN AUTOMATIC FLOW SIMTCH WITH ALARM flNDICATOR IN EACH OF THE AUXDJARY DRAIN PANS 5. MANUFACTURER SHALL PROVIDE TEN YEAR COMPRESSOR WARRANTY. SECURE AND WELD TO STEEL CHANNEL AS REQUIRED. STEEL PLATE OR ANGLE CUP DOUBLE NUT AND WASHER ALTERNATE HANGER ROD SCHEDULE PIPE SIZE ROD SIZE PIPE SIZE ROD SIZE UP TO 2" 3/8' DIA. 4' THRU 6" 5/8" DIAL 2 112TO 3' 1/2" 6' THRU 12" 7/8" DIA. all I � rT 7� T �. I� 1 • �� a r • 1 al .•.. R PANEL INDOOR UNIT I OPERATION SECTION 'l-RECEIVING SECTION AIR OUTLET (RECEIVES SIGNAL FROM FILTERS THE WIRELESS REMOTE THERMAL CONTRCILJ j SENSOR WALL MOUNTED AHU DETAIL OONDENSNG UNIT BMTED TO CONCRETE PAD TO WITHSTAND HUM" FORCE MOJDS GALV. HURR. STW ON ALL -� I" WE 2•X2i/4 NEOPRENE PADS AT ALL CORNERS GALVANIZED 1 1/4•xl 1/4'x3/tti'� ANGLE FRAME SHALL BE RUST PRDE PANTED, GALV. 4X4X3/16' STEEL ANGLE PLATE CONCRETE PAD STAINLESS STEEL 3/8- CONCRETE ANCHOR BOLTS, TYP ISOMODE PAD (TYP.).-. CONCRETE SLAB FOUNDATION CONDENSING UNIT MOUNTING DETAIL N.T$ NEW MINI -SPLIT ACID LI W N , ELECTRIC METER 60coO GLA55 6068 GLASS DOORS DOORS CL II FLORIDA ROOM CL BEDROOM NIE11 AFW NEW 12XO SR 150 CFTA NEW 18X6 250 CFM 36X4 RAG �a EXISTING S/A / I REGISTERS TO BE ' 13 REMOVED, SEAL fl T BEDROOM OPENINGS AFTER El Laundry Bath Storage 47 irs CsLA55 1\0 qb "o ADDITION 454 sF (Living) 699 eF (Livings WV,AC FLOOR PLAN PROP05M) Date Rev I� lY � QED z iY cq O Q ix'4Lu O U QLL ui ZW In U uj 73 _w Lu 00 `) (L f- � O N LL SHEET A4ARCOS MISRAHI PE 9431 E j4C - I NORTH 52720 T 21 8 H, FL 33179 of 3