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HomeMy WebLinkAboutBuilding PlansINDEX OF DRAWIN CVR COVER SHEET & SITE PLAN A001 GENERAL NOTES A101 FLOOR PLANS A102 FOUNDATION PLAN A103 FRAMING PLAN P1 PLUMBING PLANS P2 PLUMBING RISERS & DETAILS E1 ELECTRICAL PLANS E2 ELECTRICAL DETAILS M1 MECHANICAL PLANS M2 MECHANICAL DETAILS A201 ELEVATIONS A202 ELEVATIONS A301 WALL SECTIONS A501 DETAILS A502 DETAI LS Lli z F G , d V of O a 0��� ,PROpE i y i z EXISTING a WOOD DEO ti (TO REMAIN w i EXISTING WE L (TO REMAIN I EXISTINGSEPTIC' a�,+ TANK & DRAIN FIELD (TO REMAIN) r'Y EXISTING UTILITY POLE, FPL INCOMING FRAM POLE ACROSS ',STREET y S�N ®7�"d 0 N,`G N E0 N S T R,� 10 N O F A SINGLE FAMU,Y HOME IN FL ARCH ITFCT 7' RECORD r tr Studio inc. 412 SW 14th St. Fort Lauderdale, FL 33315 954-235-4361 AR # 95506 PROJECT SUMMARY OWNER: MARK & CINDY POWERS PROJECT ADDRESS: 6418 RIVERLAND DR., PORT ST. LUCIE PARCEL ID# 3409-705-0006-000-0 THE OWNER INTENDS TO CONSTRUCT A NEW 2-STORY SINGLE FAMILY RESIDENCE TO REPLACE THEIR EXISTING HOUSE THAT WAS DESTROYED DURING THE RECENT HURRICANE. THE NUMBER OF BEDROOMS & BATHROOMS WILL REMAIN THE SAME AS THE EXISTING RESIDENCE. ZONED: _AR-1 OCCUPANY GROUP' R3 GOVERNING CODE: 2017 FLOR[DA BUILDING CODE 2008 NATIONAL ELECTRIC CODE ZONING SUMMARY SETBACKS: REQUIRED: PROVIDED: FRONT: n/a 411- 3 1/211 SIDE: n/a 19'-6" @ South End 25'-0" @ North End REAR: n/a 37'-10" EXPOSURE CATEGORY: D FLOOD ELEVATION: 8.0' (NAVD 88) FLOOD ZONE: AE Site Area (w/in Prop Line): 15,870 SF FDOH f St. Lucie County Bldgs Footprint (Grd): 2,814 SF Environmental Health Septic System Appears Adequate For Proposed Construction 632 Total A/C Space: 21427 SF This Approval Does Not Guarantee Ground Level 1,627 SF Performance of the System Reviewer: ,Zgfte Second Level 800 SF or DATE: aiizei1a Ile 7711r'T4,�' Sustainable Architecture Interiors Planning Consulting 412 SW 14th Stye& Pt Lauderdale, Florida 33315 1?hone 954.235.4161 J w U I- Ir a a o 0 Lij w co U o' 0 QQ O a w u z z LREA TABULATIONS 0 Site Area (w/in Prop Line): 15,870 SF Bldgs Footprint (Grd): 2,814 SF Total A/C Space: 27427SF (257097 CF) Ground Level 1,627 SF (17,897 CF) Second Level 800 SF (7,200 CF) Total Non A/C Spaces: 1)187 SF Garage 483 SF Wrap around Porch 704 SF a- OF �A, 0-� LU EXIST] IIIG Z ! VVVOlJ L Zl-r, (TO REMAIN) CL -0 INDEX OF DRAWINGSCo. CVR COVER SHEET & SITE PLAN A001 GENERAL NOTES A101 FLOOR PLANS A102 FOUNDATION PLAN A103 FRAMING PLAN Pill PLUMBING PLANS P2 PLUMBING RISERS & DETAILS El ELECTRICAL PLANS E2 ELECTRICAL DETAILS mi MECHANICAL PLANS MECHANICAL DETAILS A201 ELEVATIONS A202 ELEVATIONS A301 WALL SECTIONS A501 DETAILS A502 DETAILS RtSIDENC EXISTING SEPTIC TANK& DRAIN FIELD 4" CONC DRIVEWAY (TO REMAIN) EXISTING UTILITY POLE FPL INCOMING FRO M POLE ACROSS STREET PROPER- 1Y LINE ROPER -Ty LINE AKII , SITE 1/8 1 RN I& air 0 V%, "TIOOF A N E1 IA Z"3�N " ... 11 SSUEi larDATE: SUBMITTAL 03/28/18 rp,A/V -IOME IN REV #1 CITY COMMENTS 05Y21/18 Q ARCH ITE.".7 F RECORD: Scott caric.11i studio inc., 412 SW 14th St. Fort Lauderdale, FL 33315 954-235-4361 AR # 95506 04 /40 PROJECT SUMMARY OWNER: MARK & CINDY POWERS PROJECT ADDRESS: 6418 RIVERLAND DR., PORT ST. LUCIE PARCEL ID# 3409-705-0006-000-0 THE OWNER INTENDS TO CONSTRUCT A NEW 2-STORY SINGLE FAMILY RESIDENCE TO REPLACE THEIR EXISTING HOUSE THAT WAS DESTROYED DURING THE RECENT HURRICANE. THE NUMBER OF BEDROOMS & BATHROOMS WILL REMAIN THE SAME AS THE EXISTING RESWENCE. ZONED: AR-1 OCCUPANY GROUP: R3 GOVERNING-0-ODE: 201T FLORIDA BUILDING CODE 2008 NATIONAL ELECTRIC CODE CONSTRUCTION TYPE: V THE CONSTRUCTION DOCUMENT SET HAS BEEN PREPARED & SEALED BY AN ARCHITECT REGISTERED IN THE STATE OF FLORIDA, THE DESIGN AND METHODS OF CONSTRUCTION USED MEET THE REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE, 6TH ED. ZONING & BUILDING S UMMARY SETBACKS-. REQUIRED: PROVIDED: FRONT: n/a 41'- 3 1/2" SIDE: n/a 19'-6" @ South End 25'-0" @ North End REAR: n/a 371-1011 TABLE R301.2(1) - CLIMATIC & GEOGRAPHIC DESIGN CRITERIA WIND SPEED: 170 MPH (3 SECOND GUST) SUBJECT TO TERMITE DAMAGE: VERY HEAVY 1 SUBJECT TO WEATHERING: NEGLIGIBLE FLORIDA CLIMATIC ZONE 2 FLOOD ELEVATION: 8.0'(NAVD 88) FLOOD ZONE: AE THE SOIL AT THE SITE IS ADEQUATE TO SUPPORT THE DESIGN LOAD OF 2500 PSF. IF CONDITIONS OTHER THAN THESE ARE ENCOUNTERED THE ARCHITECT SHALL I BE NOTIFIED BEFORE PROCEEDING WITH WORK. UNLESS NOTED OTHERWISE IN THE GEOTECHNICAL REPORT, COMPACT FILL TO 95% OF MODIFIED PROCTOR MAXIMUM DRY DENSITY (ASTM D1557). EACH LAYER OF FILL SHALL NOT EXCEED 12" THICK AND SHALL BE COMPACTED PRIOR TO PLACEMENT OF NEXT LAYER. I Sustainable Architectare Interiors Planning Consulting 412 SW 14th Street !Ft. Lauderdale, Florida 33315 Phone 954.235.4361 w 0 z w 0 LL Lu C) F— U) F- 0 o05 w y V) 0 < LU U) m C-) 0 0 0 - ------ --- ---- - --- - ------ - --- ---- - - - - GENERAL NOTES STRUCTURAL NOTES 1. CONTRACTOR TO COMPLETELY REVIEW AND FAMILIARIZE HIMSELF WITH THE ENTIRE WORKING DRAWINGS AND REPORT ANY DISCREPANCIES, QUESTIONS, AND ITEMS GENERAL. MASONRY WALLS AND PARTITIONS. THAT ARE UNCLEAR TO THE ARCHITECT PRIOR TO CONSTRUCTION. 2. CONTRACTOR TO VERIFY DIMENSIONS SHOWN ON PLANS WITH EXISTING CONDITIONS AND REPORT ANY DISCREPANCIES, ERRORS, OMISSIONS ANDYOR DEVIATIONS FROM PLANS TO THE ARCHITECT IN WRITING, PRIOR TO CONSTRUCTION. 1. THE DRAWINGS ARE INTENDED TO SHOW THE GENERAL ARRANGEMENT DESIGN AND EXTENT OF THE WORK AND ARE. 1 ALL MASONRY CONSTRUCTION TO BE IN ACCORDANCE WITH "SPECIFICATION FOR MASONRY STRUCTURES", ACI 530, 1-88 3. WORK SHALL BE IN CONFORMANCE WITH THE CURRENT FLORIDA BUILDING CODE AND ALL CODES; RULES, REGULATIONS, AND RESTRICTIONS HAVING JURISDICTION. PARTLY DIAGRAMMATIC: THEY ARE NOT INTENDED TO BE SCALED FOR ROUGHING -IN MEASUREMENTS OR TO SERVE AS AND ALL APPLICABLE LOCAL BUILDING CODE PROVISIONS. ALL MASONRY WALLS TO BE CONSTRUCTED ENTIRELY OF SHOP DRAWINGS OR PORTIONS THEREOF, UNITS CONFORMING TOASTM C-90 AND REINFORCED WITH #9 GAGE TRUSS TYPE HORIZONTAL MASONRY REINFORCING 4. DO NOT SCALE DRAWINGS, FOLLOW WRITTEN DIMENSIONS. 1 2. ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TOBE TYPICAL AND SHALL BE CONSTRUED TO APPLY LOCATED AT 16" O.C. ALL MASONRY TO BE LAID WITH FULL HEAD AND BED JOINTS. ALL MASONRY CONSTRUCTION T BE RE THE START OF WORK. 5. ALL UTILITY REQUIREMENTS SHALL VERIFIED WITH THE PROPER AUTHORITIES BEFORE TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. -. EITHER BOUND BYTIE BEAM, TIE COLUMN MEMBERS OR TIED TO FRAME WITH 16 GAUGE CONTINUOUS DOVE TAIL SLOT 3, THE CONTRACTOR SHALL VERIFY AND 12 GAUGE DOVETAIL ANCHOR SPACE AT 16" O.C. TOP AND THE VERTICAL SIDE O SH L ER Y ALL GRADES, LINES, LEVELS,CONDITIONSAND DIMENSIONS AT THE JOB SITE AND AS ( ), UNLESS OTHERWISE DETAILED. 6. ALL WOOD IN CONTACT WITH MASONRY OR CONCRETE TO BE PRESSURE TREATED. SHOWN ON THE DRAWINGS, HE SHALL REPORT ANY INCONSISTENCIES IN THE ABOVE TO THE ARCHITECT/ENGINEER (A/E), 2, BLOCK CELLS AT WALL ENDS, CORNERS, INTERSECTIONS AND ADJACENT TO ALL OPENINGS SHALL BE FILLED WITH GROUT 7. ALL WORK SHALL BE PERFORMED IN THE BEST STANDARDS OF WORKMANSHIP: BEFORE COMMENCING WORK, THE CONTRACTOR SHALL LAYOUT THE WORK FROM ESTABLISHED REFERENCING POINTS'. AND REINFORCED WITH. MINIMUM ONE #5 REINFORCING. BAR VERTICAL.-- DOWELS SHALL BE USED TO PROVIDE ALL BE ISOLATED WITH 1/2" THICK PRE -MOLDED JOINT FILLER U.O.N. 8: WALLS AND COLUMNS PENETRATING CONCRETE SLABS ON FILL SHALL AND BE RESPONSIBLE FOR ALL LINES, ELEVATIONS AND MEASUREMENTS iN CONNECTION WITH THE. WORK.: : CONTINUITY INTO THE STRUCTURE AND /OR BELOW 4, PROTECTIONS, - 3. REINFORCED UNIT Masonry:. ALL REINFORCED MASONRY CONSTRUCTION, WHERE CALLED FOR ON PLANS SHALL BE IN 9. FASTEN DOORS & WINDOWS TO STRUCTURE PER RESPECTIVE NOA OR FLORIDA PRODUCT APPROVALS. - A. THE CONTRACTOR 1S RESPONSIBLE AND SHALL COMPLY WITH ALLSTATE AND FEDERAL LAWS: THE ENGINEER AND HIS ACCORD WITH APPLICABLE PROVISIONS OF CONCRETE: REINFORCEMENT, CAST -IN -PLACE CONCRETE AND CONCRETE 10. CAULK ALL DOOR & WINDOW HEADS, JAMBS, AND SILLS TO BE WEATHERPROOF. EMPLOYEES ARE NOTRESPONSIBLEFOR SAFETY PROCEDURES ONTHIS PROJECT. THIS IS THE CONTRACTORS MASONRY. VERTICAL REINFORCING SHALL ANCHOR INTO SUPPORTING CONCRETE MEMBERS A CLASS C" LAP LENGTH 11. NEW WINDOWS & EXTERIOR DOORS ARE TO BE IMPACT RESISTANT AND WILL NOT REQUIRE HURRICANE SHUTTERS RESPONSIBILITY, PLUS 3" OR FULL DEPTH, PLUS A STANDARD HOOK. LAPS WITH REINFORCED MASONRY SHALL BE 48 BAR DIAMETERS 13, ALL EPDXY SI HIGH STRENGTH SET PAC .. B. PROVIDE ALL SHORING, BRACING AND SHEETING AS REQUIRED FOR THE PROPER EXECUTION OF THE WORK, REMOVE CONTRACTOR SHALL COORDINATE PLACING OF DOWELS TO ACCOMMODATE MODULE OF MASONRY UNITS. ALL VERTICAL WHEN THE WORK IS COMPLETED, CELLS AND BEAMS WITH REINFORCING SHALL BE FILLED WITH COARSE GROUT CONSISTING OF 3000 PSI CONCRETE WITH 13. ALL WOOD TO BE USED INCLUDING WINDOW AND DOOR BUCKS TO BE SOUTHERN PINE No 2 OR BETTER. TO USED INC LL__ #8 COURSE AGGREGATE. USE HIGH SLUMP SUPER -PLASTICIZED WHERE HEIGHT OF C, .PROVIDE AND MAINTAIN GUARD LIGHTS AT ALL BARRICADES; RAILINGS, OBSTRUCTIONS IN THE STREETS, ROADS OR ( ) LIFT EXCEEDS 4.0 . WHERE HEIGHT 14. GENERAL NOTES ARE PROVIDED AS A BASICDESCRIPTIONrOF THE EXTENT AND QUALITY EXPECTED IN THIS PROJECT', IFA CONFLICT EXISTS BETWEEN THESE SIDEWALKS AND ALLTRENCHES OR PITS ADJACENT TO PUBLIC WALKS OR ROADS. OF OPEN CELL EXCEEDS 4-0", USE HIGH LIFT GROUTING TECHNIQUE WHICH REQUIRES CLEAN -OUT OPENING AT THE GENERAL NOTES AND THE REMAINDER OF THE CONTRACT DOCUMENTS THE SPECIFICATIONS, PLANS AND DETAILS WILL GOVERN.) D AT ALL TIMES PROVIDE PROTECTION AGAINST WEATHER (RAIN, WIND, STORMS OR HEAT) SO AS TO MAINTAIN ALL WORK - BOTTOM CA ALL CELLS AND PLACING THE GROUT IN -MAXIMUM 4-0" LIFTS WITH A 30 TO 60 MINUTE DELAY BETWEEN LIFTS, MATERIALS, APPARATUS AND FIXTURES FREE FROM DAMAGE. ALL WALLS TO BE REINFORCED.AS INDICATED ON PLANS E; THE CONTRACTOR SHALL PAY FOR ALL DAMAGES TO ADJACENT STRUCTURES, SIDEWALKS AND TO STREETS OR OTHER :. 4. CONCRETE MASONRY UNITS (BLOCK) SHALL COMPLY WITH THE PROVISIONS OF.THE STANDARD SPECIFICATION FOR THE PUBLIC PROPERTY OR TO ANY PUBLIC UTILITIES. - DESIGN AND CONSTRUCTION OF LOAD BEARING CONCRETE MASONRY, NCMA TR-75B OR ACI 531. USED ONLY WHERE F AT THE END OF THE DAYS WORK, COVERALL WORK LIKELY TO BE DAMAGED. ANY WORK DAMAGED BY FAILURE TO PERMITTED BY ARCHITECT PROVIDE PROTECTION SHALL BE RE'MOVEDAND REPLACED WITH NEW WORK ATTHE CONTRACTORS EXPENSE. 6. MORTAR SHALL COMPLY WITH ASTM C-270, TYPE M AND TYPE S, SEE SPECIFICATIONS. F ANY ERRORS OR OMISSIONS APPEAR IN. THE DRAWINGS, SPECIFICATIONS OR OTHER DOCUMENTS THE CONTRACTOR 7 HORIZONTAL REINFORCING SHALL BEDUR-O-WALL STANDARD (9 GA.) TRUSS, ASTM CLASS B-2, HOT DIPPED GALVANIZED 5. IF ELECTRICAL NOT -ES NOTIFY THE ENGINEER IN WRITING OF SUCH OMISSIONS OR ERRORS PRIOR TO PROCEEDING WITH ANY WORK WHICH OR APPROVED EQUAL SEE SPECIFICATIONS APPEARS IN QUESTION. IN THE EVENT OF THE CONTRACTORS FAILING TO GIVE. SUCH NOTICE HE SHALL BE HELD 8: VERTICAL REINFORCING SHALL CONFORM TO ASTM A615, GRADE 60. FILL ALL. REINFORCED CELLS WITH 3000 PSI RESPONSIBLE FOR THE RESULTS OF ANY SUCH ERRORS OR OMISSIONS AND THE COST OF RECTIFYING THE SAME CONCRETEOR GROUT, SEE PLAN FOR SIZE AND SPACING OR VERTICAL REINFORCING. - : I. THE ENTIRE INSTALLATION SHALL BE IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE L WHERE CORE DRILLING OF FLOORNVALLS IS REQUIRED CONTRACTd7RSHALL SEAL OPENINGS 6.. THE CONTRACTOR SHALL USE THE STRUCTURAL DRAWING TOGETHER WITH THE ARCH PLUMBING 9, MASONRY COMPRESSIVE STRENGTH f' m=1500 PSI. A MECHANICAL P NG : LATEST EDITION (NEC) AND THE LATEST EDITIONS OF ALL LOCAL CoDEs,.RULESAHD ORDINANCES 2e. WATERTIGHT AFTER UTILITIES HAVE BEEN INSTALLED. LOCATION o CORED HOLES SHALL A ELECTRICAL 10, UNLESS OTHERWISE DETAILED ON PLANS PROVIDE TIE BEAMS 8x1 2" REINFORCED WITH 2 #5 TOP AND BOTTOM LETS, R AND EL .CAL DRAWINGS, ETC., TO LOCATE DEPRESSED SLABS, SLOPES, OUTLETS, OPENINGS, HAVING JURISDICTION. COORDINATE WITH LOCATION OF EQUIPMENT IN AMANNER TO BE C BAN AND FUNCTIONAL THE REGLETS, BOLT SETTING, SLEEVES, DIMENSIONS, ETC. POTENTIAL CONFLICTS SHALL BE TRANSMITTED TO THE A/E BEFORE WITH #3 STIRRUPS AT 48" 0 C. WHERE INDICATED OR REQUIRED BY S.B.C. CHAPTER 14: REINFORCING TO COMPLY WITH TYPE OF CONTRACTOR SHALL INSTALL ONLY ONE CONDUIT PER HOLE AND SAL 2. AS MINIMUM, ALL EQUIPMENT SHALL MEET APPLICABLE STANDARDS, FORTHET THE CONDUIT As SPECIFIED. THE OPENING AROUND - REINFORCING STEED NOTES NO. 1;2, 3,4 AND 5. PROCEEDING WITH THE WORK - 11.. PROVIDE MINIMUM 8 x12" CONCRETE TIE COLUMNS REINFORCED WITH 4# 5 VERTICAL 7. SUBMIT ONE SEPIA AND ONE PRINT OF SHOP DRAWINGS FOR STRUCTURAL ENGINEER'S REVIEW BEFORE ANY FABRICATION.:' AL AND #3 TIES AT 8 ON CENTER. I EQUIPMENT AND INTENDED USE, OF FOLLOWING: ` A. AMERICAN NATIONAL STANDARDS INSTITUTE ANSI (ANSI) 26. PROVIDE FIRE RETARDANT U.L. APPROVED SEALANT ON ALL ATIONS OF FIRE RATED DOWEL INTO STRUCTURE ABOVEANDBELOW:. THE CONCRETE SHALL P 8.' NO DRAWINGS SHALL BE SUBMITTED STRUCTURAL ENGINEERS REVIEW AFTER THEY HAVE BEENREVIEWED. A LACED IN THE MASONRY TYING BEAMS AND B. ILLUMINATING ENGINEERS SOCIETY (IES) PARTITIONS, WALLS AND STRUCTURAL SLABS CONTRACTOR To VERIFY, TO V PRIOR TO SUBMITTING AND NOTED FOR CONSTRUCTION METHOD,DI MENSIONING AND OTHER TRADE REQUIREMENTS BY THECOLUMNS AFTER MASONRY IS IN PLACE OR APPROVED METAL CONTRACTOR AND ANCHORS SHALL BE USED, C- AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM) BID, LOCATIONS OF ALL SUCH FIRE RATED PARTITIONS, WALL ANDSTRUCTURAL SLABS. - STAMPED WITH THE CONTRACTOR'S APPROVAL SEAL. ENGINEER ASSUMES NO RESPONSIBILITY FOR DI MENSIONS, D. NATIONAL ELECTRICAL MANUFACTURER'S ASSOCIATES(NEMA) QUANTITIES, ERRORS OR OMISSIONS AS A RESULT OF CHECKING AND REVIEWING ANY SHOP DRAWINGS. ANY ERRORS OR E. NOTE. THESE STANDARDS ARE SUBORDINATE TO CODES AND STANDARDS SET BY U_L NOTED EXISTING, ET BE OMISSIONS AS A RESULT OF CHECKING AND REVIEWING ANY SHOP DRAWINGS. ANY ERRORS OR OMISSIONS MUST BE MADE CONCRETE REINFORCEMENT. 2Y UNLESS AS ALL EQUIPMENT, WIRING, DEVICES SHALL NEW. GOOD BY CONTRACTOR, IRRESPECTIVE OF RECEIPT, CHECKING OR REVIEW OF DRAWINGS BY ENGINEER AND EVEN THOUGH ALL ELECTRICAL EQUIPMENT, DEVICES, WIRE, ETC., SHALL BE LISTED, FOR INTENDED USE, WITH P8 ALL CIRCUIT BREAKERS SHALL BE INVERSE TIME TYPE (THERMAL MAGNETIC OR SOLID STATE AS WORK IS DONE IN ACCORDANCE WITH SUCH DRAWINGS. UNDERWRITER'S LABORATORIES INC. (U.L.), WHERE STANDARDS HAVE BEEN ESTABLISHED BY U.L REQUIRED BY SPECIFICATION - TWO AND THREE POLE CIRCUIT BREAKERS - ) �` ' SHALL BE COMMON WORK SHALL BE IN ACCORD WITH ACI 301-89, ACI.315-88 ACI 318-89 CRSI "MS I EER OF RECORD SHALL BE TO INSURE THAT HIS � "MANUAL OFD STANDARD PRACTICE", 1990, CRS 9, THE REVIEW OF ALL STRUCTURAL SUBMITTALS BY THE STRUCTURAL ENGINEER "TRIP- NO TIE HANDLES PERMITTED. PLACING REINFORCING BARS" �� 1981,: WRI MANUAL OF STANDARD PRACTICE,,, 1992. BARS SHALL CONFORM TO ASTM INTENT HAS BEEN UNDERSTOOD AND THAT SUBMITTALS WILL BE RETAINED FOR RECORD KEEPING PURPOSES ONLY Y 3. CONTRACTOR TO PROVIDE ALL LABOR, MATERIALS AND SUPERVISION NECESSARY 70: 29 ALL'FUSESSHALL BE CURRENT LIMITING, PER U L, RATED 600V-, UO SPECIFICATION A615 SI GRADE 60, WELDED WIRE FABRIC SHALL CONFORM TO ASTM 10. WHERE DIMENSIONS CAN NOT B DETERMINED FROM THE PLANS O IN -PLACE ( )' A 985: WELDED BAR MATS SHALL E R WHERE ONE MATERIAL ADJOINS AN. - ACCOMPLISH THE WORK AS SHOWN AND/OR NOTED ON THE DRAWINGS-. CONFORM TO. ASTM A495. SEE TYPICAL. DETAILS IFOR SPLICE REQUIREMENTS, TOTAL STEEL AT LAP SPLICES SHALL NOT J B. TIME DELAY FUSES FOR MOTOR, AND A/C CIRCUITS- EXCEED 8%a THEREFORE, MEMBERS WITH. REINFORCING RATIO NOT EXCEEDING 4% MAY HAVE ALL BARS LAPPED 5.3% MAY INSTALLATION. REPORT ANY DISCREPANCIES BETWEEN FIELD MEASURED DIMENSIONS AND DRAWINGS DIMENSIONS TO VISITTHEJOB SITE AND VERIFY DRAWINGS, PRIG, LOCATIONS, : 4. THE CONTRACTOR SHALLCOUNTS DIMENSIONS AND COUNTS AS SHOWN OR NOTED ON THE DRAWINGS PRIOR TO SUBMITTING BID. 30, ALL DISCONNECT SWITCHES SHALL BE SIZED BY NEC ' TOLL HAVE 1/28ARS LAPPED, AND 6% MAY HAVE 1/3 BARS LAPPED, ALL IN ACCORD WITH ACI D-3R-83, WELDING SHALL:BE IN ARCHITECT BEFORE PROCEEDING WITH WORK ACCORD WITH AWS D1 4-92 AND PERFORMED ONLY UNDER DIRECT SUPERVISION OF OWNERS REPRESENTATIVE. C.N.SREQUIREMENTS EQUIPMENT sERVED.INCLUDINCREgUIREDFUSES U O N. SWITCHESHALL BE HORSEPOWER BE HORSEpowER 11. WHERE ALINE OF STRUCTURE, OPENING LOCATION OR DIMENSION IS CRITICAL AND BASED ON THE REQUIREMENTS OF ' RATED FOR MAX HORSEPOWER HEAVY DUTY TYPE ANOTHER TRADE OR SUBCONTRACTOR; THE CONTRACTOR SHALL SUBMIT A SHOP DRAWING WITH THE REQUIRED TOHONANTV LABOR, ONTHALSAND 5. IT SUPERVISION 31 CONTRACTOR SHALL VERIFY CIRCUIT DEVICE RATING SUPERVISION NECESSARY TO ACCOMPLISH THE WORK AS SHOWN ANDroR NOTED ON THE PLANS. PLISHTCONTRACTORWORK ION ECESPONSIBI ACCOMPLISH OR EQUIPMENT PRIOR TO DIMENSIONAL INFORMATION CONCRETE COVER REQUIRED OAS FOLLOWS. - .UPON WHICH THE CONTRACTOR SHALL BASE THE LAYOUT AND CONSTRUCTION THIS CAST AGAINST AND EXPOSED EARTH 3" INSTALLATION. PROCEDURE IS. MANDATORY FOR CURTAIN WALL SYSTEMS, ARCHITECTURAL PRECAST SYSTEMS AND ALL MECHANICAL AND FORMED,,EXPOSEDTOEARTHORWEATHER O 32 .FURNISH AND INSTALL DISCONNECT WITCHES AND WIRING FOR AIR CONDITIONING SYSTEM AS ELECTRICAL OPENINGS. #6 AND LARGER -2" - 6. ELECTRICAL CONTRACTOR SHALL NOT SCALE DRAWINGS. CONTRACTOR SHALL REFER TO. PER MANUFACTURER RECOMMENDATIONS CONTROLS ARE TO BE SUPPLIED BY AIR #5 AND SMALLER 1:-1 /2" " ARCHITECTURAL PLANS AND ELEVATIONS FOR EXACT LOCATIONS OF ALL EQUIPMENT UNLESS CONDITIONING CONTRACTOR AND CONNECTED PROVIDE ALL CON OL WIRING FOR A/C SLABS AND WALLS - NO WEATHER EXPOSURE NOTED OTHERWISE. SENSORING AND CONTROL UNITS, COORDINATE WITH A/C CONTRAC AND EXACT MOUNTING LOCATIONS. TOP FOR WIRING DIAGRAMS (� STRUCTURAL DESIGN CRITERIA. 2 HOUR FIRE RATING AND LESS - 1" 7. IT SHALL BE UNDERSTOOD THAT ALL WORK PERFORMED SHALL BE DONE BYALIEENSED : 3 HOUR FIRE RATING AND MORE 1" CONTRACTOR AND IN A FIRST-CLASS WORKMANLIKE MANNER. SAID CONTRACfi@R SHALL MEET.. 33, ALL ELECTRICAL EQUIPMENT SHALL BE RAINTIGHT WHERE EXPOSED TO THE WEATHER ALL FLEX JOISTS - NO WEATHER EXPOSURE ALL REQUIREMENTS SET FORTH BY ANY LOCAL ORDINANCE AND GOVERNING AUTHORITIES CONDUITS CONNECTED TO SUCH EQUIPMENT SHALL BE LIQUIDTIGH - 1. THE DESIGN • COMPLIES WITH THE REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE AND OTHER REFERENCED :. I HOUR FIRE RATING 3/4" 34. EQUIPMENT SHALL BE OF MATERIALS SUITABLE FOR AND NEPARATED FOR THE ENVIRONMENT IN CODES AND SPECIFICATIONS 2 HOUR FIRE RATING 1" a THE CONTRACTOR SHALL PROVIDE ALL REQUIRED INSURANCE FOR PROTECTIC4CI AGAIN IC , WHICH THEY ARE TO BE INSTALLED. 2, WIND LOAD CRITERIA. ASCE 7-10, EXPOSURE - C BASIC LOAD VELOCITY-170 MPH AVERAGE. NET UPLIFT PIRgSSURE ON 3 HOUR FIRE RATING AND MORE 1/1/4" LIABILITY AND PROPERTY DAMAGE FOR THE DURATION OF THE WORK 35. : ALL CONNECTIONS TO GROUND RODS SHALL BE MADE WITH U.L. AP 9, CONTRACTOR SHALL GUARANTEE: ALL MATERIALS AND WORKMANSHIP FREE FR®M DEFECTS FOR CONNECTIONS UNLESS NOTED OTHERWISE THE CONTRACTOR ROVED WELDED SHALL FORM A GROUNDING ROOF=65 P.S.F. COLUMNS AND STIRRUPS OR STIRRUPS 1-1/2" 3, .LIVE LOADS: .A PERIOD OF NOT LESS THAN ONE YEAR FROM DATE OF ACCEPTANCE; UNLESS INDICATED OR L..,- ELECTRODE SYSTEM AS PER NEC 250-50 - - FLOORS ------- ---------- - - 40 P, S F, - SPECIFIED OTHERWISE - ' - ROOF LIVE -----------------30 P S F . - 10. IT SHALL NOT BE THE INTENT OF THESE PLANS AND/OR SPECIFICATIONS TO SHOW EVERY MINOR =� 36 OUTLET IN DRY LOCATIONS BOXES SHALL BE PRESSED STEEL, iN /O BE CAST ALLOY WEATHER -RESISTANT OUTLET WITH THREADED HUB OR DAMP LOCATIONS SHALL AND IN OTHER CLASSIFIED ROOF DEAD---- -------------- - 25 P S F, DETAIL OF CONSTRUCTION. THE CONTRACTOR SHALL BE EXPECTED TO FURNISH AND INSTALL ALL ITEMS FOR A COMPLETE ELECTRICAL SYSTEM AND PROVIDE FOR ALL REQUIREMENTS.NPI, NARY ,r ARLLE IT SHALL BE INA SPECIAL ENCLOSURE. PROPER PLASTER U "' OUT XES. PROPER COORDINATION BETWEEN ELECTRICAL SUBCONTRACTOR GS SHALL BE USED WITH AND GENERAL PARTITIONS DEAD ------------------ 10 P.S.F, ! I - I _ A F C,. COO PSI F - `7000 PS FOR EQUIPMENT TO BE PLACED IN PROPER WORKING ORDER. sar:"' - R"FORPLASTERRINGINITIATIONWILLBEREQUIRED- N "GOOF,, - Y' CONTRA ALLOWED. ALL OUTLET. BOXES SHALL BE SECURELY FASTENED RINGS SHALL BE /.� p /� STRUCTURAL DESIGN CRI.TER:IA.. - 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING TO ORIGINAL CONDITIONS, ANY AND ALL DAMAGES TO. BUILDING SURFACES, EQUIPMENT ETC. CAUSED DURING THE PERFORMANCE OF 37 WHEN EF;�OTRICAL BOXES ARE LOCATED IN VERTICAL FIRE RESISTI�iE ASSEMBLIES (CLASSIFIED 1, CONTRACTOR SHALLDEWATER SITE AS NECESSARY, SO THAT ALL CONCRETE CAN BE PLACED IN THE DRY. CONCRETE" (ACI H WORK :.AS/SMO'KEAND SMOKE PARTITIONS),THEY SHALL BEINSTALLED WITHOUT AFFECTING THE 318-89) AND WITH "DETAILS AND DETAILING OF CONCRETE REINFORCEMENT" (ACI 315-80). _ .,. '-,� FIRE CLASSIFICATION.:ALL OF THE CHARGE OR DELAVs ` ' 12. CORRECTION CF ANY DEFECTS SHALL BE COMPLETED WITHOUT ADDITIONAL CHAONCRETE MET: O. ACCORDANCE IT '." " 01- 2, ALL CONCRETE WORK INW H SPECIFICATIONS FOR STRUCTURALCONCRETE 89 . FOR BUILDING.. (ACI 3 ) .. AND SHALL INCLUDE REPLACEMENT OR REPAIR OF ANY OTHER PHASE OF THE INSTALLATION C.` '',I PRODUCTION OF CONCRETE, DELIVERY PLACING AND CURING TO BE IN ACCORDANCE WITH 'HOT WEATHER CONCRETING;' . "-„--- �_- - WHICH MAY HAVE BEEN DAMAGED THEREBY A. ALL ELECTRICAL BOXES SHALL BE METALLIC. (ACI305R-77,; REVISED 1982)-- - E.. BOX OPENING SHALL OCCUR ONLY ONONE SIDE OFFRAMING SPACE, ' 13 'FOR ELECTRIC POWER SYSTEM, COORDINATE POWER SERVICE WITH POWER COMPANY; C. BOX OPENING SHALL NOT EXCEED 10322.56 SQUARE MM (16SQUARE I - INCHES 3. NOADMIXTURESPERMITTED WITHOUT THE REVIEW OFARCHITECT/ENGINEER , A. VERIFY LOCATION OF POWER SERVICE TERMINATION WITH POWER COMPANY, PRIOR TO D. ALL CLEARANCES BETWEEN OUTLET BOX AND GYPSUM BOARD SHALL BE COMPLETELY FILLED 4. FOR ALL CONCRETE TO BE PLACED IN SLABS (INCLUDING SLABS ON GRADE), THE SLUMP SHALL NOT EXCEED 4" (MINIMUM SUBMITTING BID- CONTRACTOR TO VERIFY AVAILABLE SERVICE VOLTAGE AND PHASES WITH WITH JOINT COMPOUND (OR OTHER APPROVED MATERIAL)- 1 5-1/2 BAGS. OF CEMENT IN EACH CU.YD. OF CONCRETE). NO WAIVERS OF THIS REQUIREMENT SHALL BE CONSID€RED. POWER COMPANY PRIOR TO BID AND PROVIDE BID ALLOWANCE FOR ALTERNATES. E.-PROVIDE A WALL AROUND OUTLETS LARGER THAT 10322.56. SQUARE MM (16 SQUARE INCHES). SLUMP FOR OTHER CONCRETE SHALL NOT EXCEED 5", B PROVIDE TEMPORARY ELECTRICAL SERVICE FOR USE BY ALL TRADES DURING !. THE INTEGRITY OF THE WALL RATING SHALL BE MAINTAINED - ` 5. ALL CONCRETE TO BE REGULAR WEIGHT WITH A,DESIGN STRENGTH OF 3000 P.S.F. AT 28 DAYS. (MINIMUM 5 BAGS OF CONSTRUCTION AND REMOVE SAME AT COMPLETION OF PROJECT, - F. THE TOTAL AGGREGATE SURFACE AREA OF THE BOXES SHALL N ' T EXCEED 64516 SQUARE MM CEMENT IN EACH CU YD. OF CONCRETE UNLESS OTHERWISE NOTED ON PLANS AND/OR SPECIFICATIONS OR NOTED BELOW). S r 00 SQUARE INCHES) PER 9 29 SQUARE METERS (100 SQUARE FEE 14- CONTRACTOR SHALL KEEP ALL AREAS IN WHICH WORK ILEABEING FE OF FREE FROM DEBRIS G. OUTLET BOXES LOCATED ON OPPOSITE SIDES OF FIRE RESISTIVE' ASSEMBLIES SHALL BE A. MONOLITHIC SLAB ON GRADE 3,000 P;S. I: E END AT TIMES AND SAID AREAS SHALL BE LEFT BROOM CLEAN AT THE END OF EACH WORKING DAY_ SEPARATED BY A MINIMUM HORIZONTAL DISTANCE OF 609.6MM 24INCHES)B. TIE BEAMS AND TIE COLUMNS 3,000 P,S.1 H. OUTLET BOXES SHALL BE SECURELY FASTENED TO WALL FRAMINMEMBERS. C MONOLITHIC FOOTING 3,000 P.SI 15. CONTRACTOR SHALL PAY FOR ALL PERMITS, FEES, INSPECTIONS, AND TESTINd C,QSTS. L THE OPENING IN THE GYPSUM BOARD FACING SHALL BE CUT NOT O EXCEED 3.175MM (1 /8 INCH) .: F.. D. PATIO SLAB ON GRADE : 2 500 P. ' £ ` S BETWEEN THE EDGES OF THE OUTLET BOX THE EDGES OF THE OPENING ' 16: COORDINATE ALL ELECTRICAL SITE WORK WITH ALL OTHER TRADES CONTRACTORS 6. CONTRACTOR IS RESPONSIBLE FOR THE ADEQUACY OF FORMS AND SHORING AND FOR SAFE PRACTICE IN THEIR USE AND -.. VERTICAL HORIZ HOOKED BAR BAR COMP TENSION TENSION DEVELOPMENT`I, SIZE LAP BARS BARS SPECI-' GENRL yeti i zn•7 . :. ., #3 1 0 T-0' 1.4' 44 T.T. TA" 1'-10" 0'-7" 0'-8.. #5 1' 7" 1' 8" 7 " 0'-8" 0'-10" #6 141" 2'-l" 2'.11 01.10111 - #7 2' 3" 2' 10" 40" 0.11 1 1 2 . #8 2P.611 TA 0" 6'-Y 1`-1" 1'-411 #9 -. 2.10 44 6' 8" 1'-2" 1' 6" 910 3.2" 6'-1' 8'-5" 1'-4" 11.81, #11 3 6" TA'' 10A' 1'6" TAT VERTICAL HORIZ. HOOKED BAR BAR COMP. TENSION ,TENSION DEVELOPMENT SIZE LAP'` BARS '. - 'BARS TA' SPELL GENRL #3 1' 0" 1' 0" U-6" 0.4. #4 T-3"' 114" 1'-10" 0' T 0.4. #5 1' 7" 1.8' 2-3" 0'-8" 010" #6 1.11" 11111,21.9" u-10 11-0" #7 24 2 6 91.5" 0'-11 T-7: #8 2'-61, 3.3 4=7" 1.4.14. #9 2'-10" 4.111 51•9" 1' 2 1.4. #10 3.2 5 3 T 4" 1' 4 1'-8" #11 3 6' 6.5 91.01I 1.4.1'-101, . 11. '11 JnfiLL aC 1 TIC rtCJruINJIMILII TUr IMCCLMl rrtRMLwry lNM wrt rVN I Uv-- DMVttt.UtltU UKS'SHALL tlL PROVIDED KtMVVHL. VVIV LKHG I VK I V 1N HIIV I HIIV FLWKb 1UU/o JHUK LU. L. IV I VKK IIV SUPPLY AIR DIFFUSERS V KAC,I OR SHALL ULSIUN AND ERECT FORM W ORDERING OF LONG LEA ITEMS AS TO NOT INTERFERE WITH THE PRODUCTION .OF OTHER - D .STRICT COMPLIANCE WITH ACI347, CONTRACTOR SHALL COORDINATE ALL OPENINGS AS REQUIRED FOR OTHER TRADES. ' TRADES RESULTING IN ANY DOWN OR LAG TIME THE CONTRACTOR SHALL NOT ORDER ANY ITEMS OPENINGS WHERE SHOWN ON THE STRUCTURAL DRAWINGS ARE TO IDENTIFY DESIGN INTENT ONLY. THE SPECIFIC - UNTIL APPROVED SHOP DRAWINGS ARE RETURNED TO HIM. - 39' CONTRACTOR SHALL PROVIDE A TYPE WRITTEN DIRECTORY OF EACH PANELBOARD. HAND DIMENSIONS AND LOCATIONS SHALL BE FURNISHED OR CONFIRMED BY THE TRADE DESIGN INTENT ONLY. THE SPECIFIC 18FOR RESIDENTIAL WORK PROVIDE TYPE ARC -FAULT CIRCUIT INTERRUPTER WRITTEN DIRECTORY IS NOT ACCEPTABLE, EXCEPT SPARE AND SPACES SHALL BE HANDWRITTEN . FORM WORK TO RE MAIN IN PENCIL. DIMENSIONS AND LOCATIONS SHALL BE FURNISHED OR CONFIRMED BY THE TRADE REQUIRING THE OPENING, PROVIDE PROTECTION THROUGHOUT THE DLLING UNIT, EXCEPT IN W. . - GENERAL PLUMBING NOTES. OUTDOORS. LL DWELLING UNIT RECEPT CLE OUTLETS KITCHEN LISTED T TAMPER -RESISTANT. AND CHAMFERSATALL CORNERS INCONCRETE MEMBERS EXPOSED TOVIE 40.'. A. WORKING CLEARANCES FOR ELECTRICAL EQUIPMENT SHALL BE I COMPLIANCE WITH NEC - CONCRETE HAS ATTAINED ENOUGH STRENGTH TO SUPPORT ALL DEAD LOADS PLUS A MINIMUM OF 50 P S F OF ADDITIONAL 110.26 CONSTRUCTION LOAD; 19- PROVIDE U.L. LISTED COMPOUND APPLIED TO BACK OF 'BACK:TO BACK" BOXES IN RATED WALLS R THE EXCLUSIVELY DEDICATED SPACE EXTENDING FROM FLOOR TO STRUCTURAL CEILING WITH 7, PLACING OF CONCRETE IN ALL REI NFORCED COLUMNS AND WALLS SHALL BE IN EQUAL LIFTS NOT EXCEEDING 7'4' IN HEIGHT, WHERE THE BOXES ARE LESS THAN 609.6MM (24 INCHES) APART MEASURED HORIZONTALLY. A WIDTH AND DEPTH OF THE PANELBOARD OR SWITCHBOARD MUST SE CLEAR OF ALL PIPING, CONCRETE SHALL BE PLACED THROUGH "ELEPHANT TRUNK"TUBULAR CHUTES LOCATED SUCH THAT THE FREE AIR DROP OF DUCTS, EQUIPMENT FOREIGN. TO THE ELECTRICAL EQUIPMENT OR ARCHITECTURAL THE MIX DOES NOT EXCEED ONE FOOT: APPURTENANCES IN ACCORDANCE WITH NEC 408- 8 SPECIFIED EXPANSION'. BOLTS SHALL BE OF THEND SIZE INDICATED THE MAXIMUM EMBEDMENT LENGTH INTO THE 20. ALL CONDUCTORS SHALL BE COPPER, TYPE THHN7THWN EXCEPT V MERE OTHERWISE REQUIRED 41 METER CANS, HUBS -& LUGS FOR SAME ARE TO BE FURNISHED & INSTALLED BY CONTRACTOR. CONCRETE, EXPANSION BOLTS AND ACCESSORIESSHIELDS ARE SHALL BE STAINLESS STEEL -DEEP WEDGE TYPE, LEAD SHIELD BY U.L. OR CODES. MINIMUM WIRE SIZE SHALL BE #12 AWG, EXCLUDING CONTROL WIRING. CONTRACTOR TO VERIFY SPECIFIC TYPE OF METER CAN TO BE USE WITH'F.P.L. PRIOR TO BID. ALUMINUM CONDUCTORS ARE NOT PERMITTED. INTB NOT ACCEPTABLEEXPANSIONBOLTSSHALLINOTBESUBSTITUTEDFORSPECIFIED:ANCHORBOLTSWITHOUTTHE '. ENGINEERS APPROVAL. 21. ALL CONDUCTORS SHALL BE IN CONDUITS. ALL CONDUITS SHALL BE GALVANIZED RIGID STEEL 42 THE EQUIPMENT GROUNDING TERMINAL BARS OF THE NORMAL AND EMERGENCY ELECTRICAL (GRS) EXCEPT THAT: (a) PVC CONDUITS MAY BE USED UNDERGROUND' PROVIDED ELBOWS AND .SYSTEM PANELSOARDS SERVING THE SAME BUILDING SHALL BE BONDED RISERS ARE GALVANIZED RIGID STEEL OR SCHEDULE 80 PVC, WHERE. SUBJECT TO PHYSICAL TOGETHER WITH AN REINFORCING STEEL. - INSULATED, CONTINUOUS, COPPER CONDUCTOR NOT SMALLER THAN NUMBER 6. DAMAGE (b) ELECTRICALS METALLIC TUBING (EMT) MAY BE USED iN OR ON WALLS OR CEILINGS WHERE NOT SUBJECT TO MECHANICAL DAMAGE, DAMP OR CORROSIVE CONDITIONS, (c):LIQUID - TIGHT FLEXIBLE CONDUIT WHERE REQUIRED(d) FLEXIBLE METALLIC CONDUIT WHERE REQUIRED 43 THE ELECTRICAL CONTRACTOR SHALL FURN ISH A.COMPLETE SET OF AS-BUILTDRAWINGS 1. TO BE NEW BILLET STEEL CONFORMI NG TO THE LATEST AST M, A615 GRADE 60 SPECIFICATIONS, FABR ICATED IN IN DRY LOCATIONS ONLY, (e) MC CABLE WITH DEDICATED GREEN GROUNDING CONDUCTOR SHOWING ALL CHANGES AND DEVIATIONS TO THE ARCH ITECT/ENGIN ER' PRIOR To COMPLETION ACCORDANCE WITH MANUAL OF STANDARD',PRACTICEOFTHE C.R.S.I AND PLACED IN ACCORDANCE WITH A,C,1 315AND WHEREPERMITTED: ALL CONDU ITS IN HAZARDOUS AREAS (PER NEC) SHALL MEET THE: - OF THE PROJECT z: A.C. I. MANUAL OF STANDARD PRACTICE REQUIREMENTS OF NEC CHAPTER 5. 44''... ARCHITECTURAL AND/OR ENGINEERING EXPENSES THAT ARE INCURRED DUE To REVISIONS OR 2. COLUMN REINFORCEMENT DOWELS TO BE SAME SIZE AND NUMBER AS VERTICALS ABOVE. LAP 36 BAR DIAMETER: OR SUBSTITUTIONS REQUESTED BY THE. CONTRACTOR SHALL BE PAID 22. USEOFTYPE NM CABELS ARE ACCEPTABLE IF COMPLIED wITH NEC ARTICLE 334 R BYTHAT CONTRACTOR MINIMUM OF IT, U.O.N. PROVIDE RIGID REINFORCEMENTS AT NON -CONTINUOUS COLUMNS (U O N,). 3. ALL DOWELS FOR COLUMNS AND WALLS ARE TO BE SECURED IN POSITION PRIOR TO CONCRETING: DRILLING OR PUSHING 23. ..FOR UNDERGROUND ELECTRICAL CONDUITS, PROVIDE PULL BOXES, SUCH THAT NO SINGLE THE DOWELS INTO IN WET CONCRETE IS NOT PERMITTED. CONDUIT RUN HAS BENDS IN EXCESS OF 360. PULL BOXES SHALL BE SUITABLE AND APPROVED. 45-. FOR TELEPHONE SYSTEMS: FOR THE INTENDED USE. SAYS A. PROVIDE GROUNDING FOR ALL TELEPHONE OUTLETS AND EQUIP ENT PER. REQUIREMENTS OF 4. CONCRETE COVER UNLESS OTHERWISE DETAILED ON DRAWINGS. GRADE BEAMS, PILE CAPS AND FIRST LIFT -OP COLUMNS WARNING TAPE WHICH WARNING BURIED ELECTRIC'SHALL BE THE TELEPHONE COMPANY. 3" SLABS 3/4" EXPOSED 1-112' SLABS ON GRADE 1-1/2" MEASURED FROM TOP OF SLAB COLUMNS 1-1/2" TO TIES BEAMS PLACED IN TRENCHES ABOVE ALL UNDERGROUND ELECTRIC CONDUITS:. WHERE CONDUITS PASS - UNDERNEATH PAVED AREAS, THEY SHALL BE. PVC. WHERE UNDERGROUND CONDUITS ARE NOT B. COORDINATE INSTALLATION OF ALL TELEPHONE OUTLETS,. RACEWAYS, AND ENCLOSURES WITH 1.1/2"TO STIRRUPS EXPOSED TO MECHANICAL DAMAGE OR ARE NOT UNDER PAVED AREAS, THEY SHALL BE TELE CO. 5. .SLAB AND BEAM REINFORCEMENT: PLACED IN ACCORDANCE WITH REINFORCING DIAGRAMS, LAPPED 36 BAR DIAMETER OR I SCHEDULE 40 PVC. C. VERIFY LOCATION OFTELEPHONE SERVICE WITH TELEPHONE COMPANY. PROVIDE SERVICE 'MINIMUM 18". BOTTOM BARS SPLICED ONLY AT SUPPORTS, TOP BARS SPLICED ONLY AT MID -SPAN. ALL TOP BARS HOOKED ' CONDUIT TO BLDG. FROM SERVICE POINT PER TELCO INSTRUCTIO S INCI.LUDE ALL AT NON-CONTINUOUSEDGES(U.O.N.) ALL HOOKS TO BE STANDARD 90 DEGREE OR 180 DEGREE HOOKS AS REQUIRED 24- ALL CONDUIT RUNS ARE SHOWN DIAGRAMMATIC. EXACT ROUTING SHALL BE DETERMINED IN THE ASSOCIATED COSTS IN BID : '- (U.O. N, ). FIELD, UNLESS OTHERWISE NOTED D MARK TERMINATIONS OF TELEPHONE CONDUIT AS DIRECTED BY ETELEPHONE COMPANY. 6: ADDED REINFORCEMENT: PROVIDE ADDITIO AL CORNER BARS BENT 2 FT.' MINIMUM EACH WAY AT CORNERS IN OUTER - : FACES OF ALL BEAMS TO MATCH ALL HORIZONTAL BARS NOT DETAILED WITH HOOKED END - 7. REINFORCEMENT SHOWN ON PLANS IS BOTTOM UNLESS MARKED'T" (TOP BARS): SUPPORT ITEMS AND SPLICES REQUIRED ' - SHALL BE SO DETAILED AND PROVIDED, 9. MECHANICAL CONNECTIONS OF REINFORCI G BARS: A. ALL MECHANICAL CONNECTIONS SHOWN IN DETAILS OR SPECIFIED SHALL BE THREADED TYPE COMPLYING WITH ALL LATEST '.. A.0 I,C R,S, L AND A S.T, M, REQUIREMENTS FOR ATENSION TYPE SPLICE. :. B. PROVIDE AND PLACE THE REINFORCING REQUIRED FOR FUTURE CONNECTION WITH A THREADED STEEL SLEEVE AND AN INTERNAL PLASTIC - C COMPLY WITH ALL SPECIFICATIONS AND MANUFACTURERS RECOMMENDATIONS FOR THE REBAR END PREPARATION COUPLER PROTECTION, CLEARANCES AND PLACING SO AS TO MAKE THE FUTURE CONNECTION POSSIBLE D. NOTE THAT SOME COUPLER MANUFACTURERS REQUIRE REPLACING THE SPECIFIED SIZE.REBAR WITH THE NEXT LARGER SIZE RE BAR AND COUPLER. CONTRACTOR TO COMPLY WITH THESE REQUIREMENTS WHEN SUCH COUPLING SYSTEM IS SELECTED. E. NO WELDEDTYPE SPLICES SHALL BE USED, F, CONTRACTOR. TO SUBMIT SHOP DRAWINGS WITH ALL TECHNICAL DATA RELATED TOTHE SELECTED MECHANICAL CONNECTION. FOR A/E REVIEW, ISSUE: DATE: SUBMITTAL 03/28/18 Sustainable Architecture Interiors Planning cnisatltTnb 412 S`U 14th Street Ft Lauderdale, Florida 33315 Phone 954,235.4361 J LL W_ U _J T- W H Ir 0 0- ti Lu Q � � r I I Ld Ld U ql Ql'' 2 U ' O 4 4 0] O o A001 N 0 0 coN N E0 LD o? iD FDOH in St. Lucie County Environmental Health Septic System Appears Adequate For Proposed Construction ISSW51, This Approval Does Not Guarantee Performance of the System Reviewer: 'P44 " ' ,kaoy 33'-4' 5'=4„ 4.0" 5'-4° 101_01. 8'-8" EGRESS 2.6 2'-11" 5, 2.5 15'-3' 5„ 2.4 3'-0" o BED 3 203 8'_2" 41_4 (V EL. 11' 4" BONUS ROOM 202 42" LOW WALL-/ d o T.O. PLYWOOD 31_4" m,T: 2.3 " LO BED 2 201 cc � TO'� ATTIC ACCESS 204 (REFER TO DETAIL) L/� �II HALLWAY BATH 3 4�� � 'I 7 205L 2.2 EGRESS Qb V\ 2.1 o 1 8 8" 3' 4" 9' 4" 4 0 8'-0" 33'-4" NOTES 1. ALL FURNISHING &CABINETRY TO BE SUPPLIED BY OWNER 2. ALL DIMENSIONS TO BE FIELD VERIFIED PRIOR TO START OF CONSTRUCTION, ANY DISCREPANCIES ARE TO BE DISCUSSED WITH ARCHITECT 3. WALLS ARE TO RECEIVE A LEVEL 4 FINISH & READY FOR PAINT (COLOR BY OWNER) 4. INSULATION TO BE INSTALLED AS FOLLOWS EXTERIOR WALLS = R5.1 , ROOF TRUSS RAFTERS =R30 BATT, ATTIC CEILINGS R19 BATT 5. F.F. ELEVATION REPRESENTS T O CONC SLAB, COORD. W OWNER ON ALL FINISHES 6. REFER TO KITCHEN DWGS FOR LAYOUT SPECIFICS 7.REQUIRED EGRESS OPENINGS ARE LOCATED AS SHOWN PER FBC R310 8 ALL EXTERIOR WINDOW AND DOORS OPENINGS ARE TO BE HURRICANE IMPACT RATED, REFER TO NOA OR PRODUCT APPROVAL FOR MORE SPECIFICS 9. REFER TO ELECTRICAL PLAN FOR REQUIRED SMOKE AND CO2 DETECTOR LOCATIONS I& ALL INTERIOR DOORS ARE TO BE INSTALLED A MIN. OF 4" OFF OF ADJACENT WALL TO ALLOW FOR WOOD MOLDING GENERAL NOTES FOR ALL PARTITIONS 1 TILE BACKER BOARD OR DUROCK IS TO BE USED AT ALL WET WALL TILE APPLICATIONS. METAL STUDS SHALL BE 20 GAUGE & 16" O.C. 2. STUD GAUGE SHALL BE AS SPECIFIED, EXCEPT AT BATHROOMS & KITCHENS A MIN. 20 GAUGE @ 16" O.C. SHALL BE USED WHERE CABINETS OR PLUMBING FIXTURES ARE HUNG. 3. PROPER BRACING OF STUDS SHALL BE THE RESPONSIBILITY OF THE SUB -CONTRACTOR INSTALLING THEM. 4. FASTEN METAL TRACK TO CONCRETE SLAB W/ POWDER ACTUATED FASTENERS @ 24" O.C. TOP AND BOTTOM 5. CONTRACTOR TO VERIFY STUD GAUGE BASED ON FLOOR TO FLOOR HEIGHT. 6. PROVIDE 1" DEFLECTION HEAD AS REQUIRED 7. ALL PERIMETER DRYWALL SEAMS, CONSTRUCTION JOINTS AND WALL PENETRATIONS ARE TO BE SEALED WITH TAPE, FOAM AND/OR CAULK TO FORM AN AIRTIGHT SEAL. 8. GYP WALL BOARD TO BE ATTACHED w/ M IN. 1-5/8" DRYWALL SCREWS AT MIN. 16" SPACING. CEILINGS ATTACHED AT 12"SPACING (PER NATIONAL GYP ASSOC. STANDARDS) 9. ALL INTERIOR, NON -PLUMBING, WALLS ARE 3-5/8" METAL STUD w/ 5/8" DRYWALL U.O.N. 2IVD FLOOR III 1.9 MASTER SUITE 107 3 A301 59'-10' SIM, 64" 12'-8' 12P-8' 11 10 io N - 12" MASONRY COLUMN(TYP.) BACK PORCH L a O w 0 1.4 EL. - 0'_4' Qo T.O; CONC. SLAB EGRESS tz- CA" 3,4, 8'-08„ 10'-0' 5,_4„ 2,-0„ 1,4„ 4 0' - 8 6 4_1' nl nl l nlr, up *4j N 0 SUBMITTAL DATE: 03/28/18 L % sett archer studio CU-1 0 Sustainable Architecture PANTRY o interiors N Planning BATH 1 � 2° F6'-3" 3'-10" 6'-11' T-5" 2 -10 1 /2"' o m N Consulting N - 108 Ln - _ BUI IN - T L- V BL E J v 412 ��' `_ 4th Street 1.10 c m - ---- 0 c - � �z � � � 11 Pt. Lauderdale, Florida 33315' o V V D ° U O DW 4 Q Phone 954.23 A36l 6' PLUMBING WALL N _ - I N m LAU N DRY (D KIT C HEN SLOPE_ 1/40, = 1' LEGEND 8 CMU WALL w/ s" HAT CHANNEL OR Ik ® P.T. WOOD FURRING STRIPS @ 1'6' s GYP BOARD, U.O.N. 3 a' METAL STUD WALL @ s„ 16.0.C. w/ s DRYWALL iSOUND INSULATION BLANKET PLUMBING WALLS TO HAVE 6" EQUIVALENT @ 16" O.C. CXTERIOR DUOR SCHEDULE T-0" 8'-0" 1,_8„ 4-6' L _ _ b. A3®1 � �� � � �� �� , 10 103 co 4LL 4r' 1.5 HALLWA FRIDGE N 1 1 0 A301 <O ih 'I.6/z"MTL STD O 1.3 SIM. 0 ATTIC ACCESS (REFER TO DETAIL) Q 3`_4' BATH 2 4 0- FPLMETER& FOYER 1;1 EL.-0'-4" DISCONNECT CN GARAGE 1 02 101 4" T.O. CONC. SLAB I o FRONT PORCH Lu 109 0 1.1 1.2 v 12" MASONRY COLU MIN WATER TREATMENT O v _- EQUIPMENT ,, r", _ (TYP_) o - - =- EL _ 0' 8' AFF T.O. GARAGE SLAB W 3 6 CONC SLAB -4 3'-4" 6'_0„ 3'-4" 2'-8 H�H : U (GARAGE ONLY) 10'-0" 3'-10' 6-0" Z 2 STAIR WIDTHUj 1" RECESS x 8" WIDE L6 A301 � O � 3 A3o1 GROUND FLOOR Q_ 1/4" = 1' 3'-4, 16'-0' 1 3'-4' U/ 22.8' W DOOR NUMBER SIZE o REMARKS MARK O O ¢ NOA/ O � d J w < FLPRODUCT LL APPROVAL 0 C ¢ GROUND FLOOR Lu 1.1 - ENTRY' 4-8' 8'-0" ALUM/GL FRENCH ALUM 17-0604.01 3' DOOR w/ SIDELITE 1.2 - NOT USED 1.3 - LIVING' 8'-0" 8'-0" ALUM/GL SLIDING' ALUM 17-0420.12 2 PANEL SGD 1.4 - BED 1 6-0" 8'-0'' ALUM/GL SLIDING ALUM 17-0420.12 2 PANEL SGD 1.5 - GARAGE (MAN), 3'-4" 7'-4' HIM FL JSH HM TBD 4 CONC CURB & DOOR SWEEP 1.6-GARAGE 16-0' 8'-0" STEEL GARAGE TRACK TBD Ic oPAvwlNcuARD ROOM NUMBER FLOOR BASE WALL CEILING 101 -FOYER BY OWNER WOOD %e' GYP. 1/2' GYP. 102 - BATH 2 TILE TILE %$' GYP Y2 GYP. 103 - KITCHEN BY OWNER WOOD 5/s' GYP Y2" GYP. 104 - LAUNDRY TILE WOOD 5/g' GYP. Y2 GYP. 105 - DININGj BY OWNER WOOD %' GYP Y2 GYP. 106 - LIVING 1 BY OWNER WOOD %s' GYP. 1/2" GYP. 107 - MASTEiR SUITE ' BY OWNER WOOD %8" GYP Y2 GYP. 108 - BATH 1,I TILE WOOD %$' GYP.' 2" GYP. 109 - GARAGE SEALED CONC. VINYL %$' GYP. 5/s GYP. 110 - HALLWAY BY OWNER WOOD 5/8° GYP. YZ' GYP. 201 -BED 2 '', BY OWNER WOOD 5/a' GYP. Y2 GYP. 202 - BONUS ROOM BY OWNER WOOD %e' GYP. Y2' GYP. 203 -BED 3 BY OWNER WOOD V8" GYP. Y2 GYP. 204 - STORAGE BY OWNER WOOD %" GYP. 1/2' GYP. 205 - BATH 3' TILE TILE F8" GYP.' Y2" GYP. WINDOW SCHEDULE U) SIZE TYPE REMARKS MARK ROUGH OPENING WIDTH HEIGHT NOA / FLPRODUCT APPROVAL 1.1 3'-4" 6-0" SINGLE HUNG 17-0630.08 1.2 3'-4" 6'-0'p SINGLE HUNG 17-0630.08 1.3 3'-4" 4-0" FIXED 17-0614.11 1.4 2-0" 2'_8' FIXED 17-0614.11 1.5 2'-0" 2'-8'' FIXED 17-061`4.11 1.6 10'-0'F4'-8" STOREFRONT 1.7 10'-0'STOREFRONT 1.8 &4'SINGLE HUNG 17-0630.08 1.9 3'-4"SINGLE HUNG 17-0630.08 1.10 3'-4'FIXED 17-0614.11 FROSTED, LOCATED IN BATHROOM 2.1 3'-4" 3'-4' FIXED 17-0614.11 2.2 4'-0" 4'-8" SINGLE HUNG 17-0630.08 2.3 2'-0" 2'-8'' FIXED 17-0614.11 2.4 2'-0" 2'-8" FIXED 17-0614.11 2.5 10'-0" 4'-0" STOREFRONT 2.6 4'-Q" 4'-8" SINGLE HUNG 17-0630.08 NOTE: ALL EXTERIOR WINDOWS & DOORS ARE TO BE INSTALLED AS SHOWN IN THE APPROVED NOA or FL PRODUCT APPROVAL. LL J LL W U Z) J H- U) I- IY_ O a_ � Q L Lu U G W C O z O o m O o N 33,_4„ 3 5,_4,, 4.0„ 5.4„ 1010 8.8„ 59'-10" Sim. - --- - - _ 6'_4" 101_011 6'_4" 121_811 12,-8„ �- EGRESS --- -2.6 2.5 O 2 0 _ N 5' 14,-7„ -- - BONUS N N i- ROOM - BED 3 N 202 203 ° 42" LOW WALL EL 11 4 _ T.O.PLYWOOD T.O.TREAD ELEV @ V-6 a" _ do 9 9 N 2.3 N N - 8 2" 4,_4" ! ,I 3'4„ -� m " �STO� ATTIC ACCESS (REFER TO DETAIL) 20 A jt HALLWAY BED 2 N BATH 3 201 4" 205 � 1 _ _ 0 9,_9„ ,�-. 5„ T-0„ �5" 8„ 14'-11" I 2.1 I 0 0 2.2 O EGRESS N iv P ---- --- � 12'' MASONRY � -- 1.7 BACK PORCH ---- O COLUMN (TYP,) 1.4 w �' w c O / a I o EGRESS 0 O 1.8 o n h EL. - 0'-4„ aii 1 - m N T.O. CONC,SLAg N - - MASTER „ , „ , „ , , _ 3 -4 \ 8 -0 2 -108 -0" � 5'-4" 2'-0" 1 -4' a SUITE q 1.5 ih 107 "v I I i M 1.9 1 3 1s u _ p o 1 I 4 0 2 -6 8 6" 4 1 0 DINING REFER TOA502 Q FOR STAIR SLOPE I I LIVING 105 SPECIFICS 3,_6„ 106 Ln EL. 0'-0" (8.0' NAVD 88) T.O. CONC. SLAB ; I o0 I ----- I cu _ I - R PANTRY - \\ 9 BATH 1 2,, 6,_3„ „ 3_10„ 6,_11„ 6,_9„ 3'-01/2" \ C 108 N (V _ n - RANGE-W. BUI -IN D� - BL VE - o OF ; M 3,_4„ 9,_4„ 4'-0" 8,-0" /Y / D]_ L VY Q 33'-4" PLUMBNG WALL _ KITCHEN SLOPE_ LAU N RY m - FYP5 -3 8 -5 3 -0 4 -6 2ND FLOOR 1 0 104 103 d o NOTES 1/41 M 1.5 HALLWAYFRIDGE z 3 �. 4 4 II �i_ v n A3o� O _ z 1 ALL FURNISHING & CABINET Y TO BE SUPPLIED BY OWNER �' < �- 1 1 0 " p 1-5i6"MTLSTD a D DW SIM. ®FRIDGE o L _ 2. ALL DIMENSIONS TO BE FIELD VERIFIED PRIOR TO START OF CONSTRUCTION Q ' 1. in ANY DISCREPANCIES ARE TO BE DISCUSSED WITH ARCHITECT Q ATTIC ACCESS - ; REFER T DETAIL) _ 8 6 3. WALLS ARE TO RECEIVE A LEVEL 4 FINISH & READY FOR PAINT (COLOR BY OWNER) ( ) BATH 2 1 1 4,_ 1.3 FPLMETER& FOYER EL:-0'-4 4. INSULATION TO BE INSTALLED AS FOLLOWS: DISCONNECT 1 02 m 4"- 3 4 T.O. CONC. SLAB ,� - EXTERIOR WALLS = R5 1 , ROOF TRUSS RAFTERS =R30 BATT, ATTIC CEILINGS = R19 BATT ;, GARAGE E ui O 101 �r O FRONT PORCH i r 5. F.F. ELEVATION REPRESENTS T.O. CONC. SLAB, COORD. w/ OWNER ON ALL FINISHES W 109 QWAI (TYPC4 12" MASONRY COLUMN 0WATER TREATMENT 6. REFER TO KITCHEN DWGS FOR LAYOUT SPECIFICS IL N EQUIPMENT 7. REQUIRED EGRESS OPENINGS ARE LOCATED AS SHOWN PER FBC R310 O EL. - V-8" AFF T.O. GARAGE SLAB IMPACT RATE[), -- -- 8. ALL EXTERIOR WINDOW AND DOORS OPENINGS ARE TO BE HURRICANEC A , � -- - - REFER TO NOA OR PRODUCT APPROVAL FOR MORE SPECIFICS „ ; 3-4 3 4„ 6,0 3-4„ 2,8„ 1 H1A/H' 6" CONC SLAB 9. REFER TO ELECTRICAL PLAN FOR REQUIRED SMOKE AND CO2 DETECTOR LOCATIONS (GARAGE ONLY) 14,_0„ 4'_6" 10. ALL INTERIOR DOORS ARE TO BE INSTALLED AMIN. OF OFF OF ADJACENT WALL TO 00 E � SEND Z ALLOW FOR WOOD MOLDING. V RECESS x 8" WIDE 1.6 A301 11. BUILDING INSULATION TO BE INSTALLED AS FOLLOWS: 3 GROUND FLOOR EXTERIOR MASONRY WALLS: FI-FOIL AA2 VAPOR SHIELD R-4.1 InT-T�TrTTr �Tr'1II 8" CMU WALL w/8' HAT CHANNEL OR 1x A301 INTERIOR WALLS Win A/C SPACES: UNFACED R-11 BATT LL11 W P.T. WOOD FURRING STRIPS @ 16" O.C. & ROOF TRUSSES (TOP CHORD): 5.5" OPEN CELL FOAM R-20 CLASSIC MAX TT e GYP BOARD; U.O.N.1/41 = 1 T 3,_4„ 16,_0„ 3,_4„ " L FOAM R-20 CLASSIC MAX T 5:5 PEN CELL O S C --- WALL BETWEEN GARAGE &MASTER BATH. O I s,� J 3-e METAL STUD WALL @ ; `- -- T 12. WALL &CEILING FINISHES SHALL HAVE A FLAME SPREAD INDEX OF NOT GREATER THAN 16" O.C. w/ e" DRYWALL I 22'-8' 200 & A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450. CONTRACTOR TO VERIFY ALL FINISH MATERIALS INSTALLED ARE CATEGORIZED WITHIN THIS REQ'D INDEX WALL INSULATION (REFER TO NOTES) 13. INSULATION MATERIALS, INCLUDING FACINGS, SUCH AS VAPOR RETARDERS AND VAPOR -PERMEABLE MEMBRANES INSTALLED WITHIN FLOOR -CEILING ASSEMBLIES, PLUMBING WALLS TO HAVE 6" ROOF -CEILING ASSEMBLIES, WALL ASSEMBLIES, CRAWL SPACES AND ATTICS SHALL EQUIVALENT @16" O.C. HAVE A FLAME SPREAD INDEX NOT TO EXCEED 25 WITH AN ACCOMPANYING { SMOKE -DEVELOPED INDEX NOT TO EXCEED 450. CONTRACTOR TO VERIFY ALL FINISH MATERIALS INSTALLED ARE CATEGORIZED WITHIN THIS REQ'D INDEX 14. ELECTRICAL SYSTEMS, EQUIPMENT AND COMPONENTS; HEATING, VENTILATING, AIR CONDITIONING; PLUMBING APPLIANCES & FIXTURES; DUCT SYSTEMS; AND OTHER DOLE IL SERVICE EQUIPMENT SHALL BE LOCATED AT 12" ABOVE THE BASE FLOOD ELEVATION EXTERIOR DOOR SC H DU E ROOM YI SCHEDULE , ALL EQUIPMENT TO BE MOUNTED ON ALUM. STAND IF EQUIPMENT PAD NOT LOCATED 12" :. A A80VE BASE FI_t700 ELEVATION RFFFR TO NnA FnR SPFCIFICS I - GENERAL NOTES FOR ALL PARTITIONS 1. TILE BACKER BOARD OR DUROCK IS TO BE USED AT ALL WET WALL TILE APPLICATIONS. METAL STUDS SHALL BE 20 GAUGE & 16" O.C. 2. STUD GAUGE SHALL BE AS SPECIFIED, EXCEPT AT BATHROOMS & KITCHENS A MIN. 20 GAUGE @ 16" O.C. SHALL BE USED WHERE CABINETS OR PLUMBING FIXTURES ARE HUNG. 3. PROPER BRACING OF STUDS SHALL BE THE RESPONSIBILITY OF THE SUB -CONTRACTOR INSTALLING THEM. 4. FASTEN METAL TRACK TO CONCRETE SLAB W/ POWDER ACTUATED FASTENERS @ 24" O.C. TOP AND BOTTOM S. CONTRACTOR TO VERIFY STUD GAUGE BASED ON FLOOR TO FLOOR HEIGHT. 6. PROVIDE 1" DEFLECTION HEAD AS REQUIRED 7. ALL PERIMETER DRYWALL SEAMS, CONSTRUCTION JOINTS AND WALL PENETRATIONS ARE TO BE SEALED WITH TAPE, FOAM AND/OR CAULK TO FORM AN AIRTIGHT SEAL. 8. GYP WALL BOARD TO BE ATTACHED w/ MIN. 1-5/8" DRYWALL SCREWS AT MIN. 16" SPACING. CEILINGS ATTACHED AT 12"SPACING. (PER NATIONAL GYP ASSOC. STANDARDS) 9. ALL INTERIOR, NON -PLUMBING, WALLS ARE 3-5/8" METAL STUD w/ 5/8" DRYWALL U.O.N. DOOR NUMBER SIZE Oz REMARKS Q MARK O N ¢ a g NOA/ O J w FL PRODUCT H¢ LL APPROVAL' GROUND FLOOR _ 1.1- ENTRY . 4'-8" 8'-0" FIBERGLASS FIBERGLAS SWING WOOD TBD THERMA-TRU TDOOR w/SIDELITE 1.2-NOT USED - - - - 13-LIVING 8'-0" 8'-0" ALUM/GL SLIDING ALUM 17-0420.12 PGT 2PANEL SGD 1.4 - BED 1 V-0" " V-0 ALUM/GL SWING ALUM - 17-0504.01 PGT DOUBLE FRENCH DOOR 1.5 - GARAGE (MAN) 3'-4" T-4" HIM FLUSH HM TBD 4" CONC CURB & DOOR SWEEP 1 6 -GARAGE 16'-0" I 8'-0" STEEL GAR CAGE TRACK TBD CLOPAY WINGUARD * ALL MISSING NOAs TO BE SUBMITTED FOR APPROVAL PRIOR TO INSPECTION Al ROOM NUMBER FLOOR BASE WALL CEILING 101 - FOYIER BY OWNER WOOD V," GYP. y" GYP. 102 - BAT 2 TILE TILE y' GYP. Y2" GYP. 103 - KITCHEN BY OWNER WOOD %" GYP. y" GYP. 104 ` LAU`` DRY TILE WOOD 5/s" GYP. %" GYP: 105 - DINING BY OWNER WOOD b/s" GYP. Y2" GYP. 106 - LIVING BY OWNER WOOD " GYP. Y2" GYP. 107 - MASTER SUITE BY OWNER WOOD GYP. Y2" GYP; 108- BATH 1 TILE WOOD GYP. Y2" GYP. 109 - GARAGE SEALED CONC, VINYL GYP. 5/" GYP. 110 - HALLWAY BY OWNER WOOD %" GYP: Y2" GYP. 201 - BED 2 BY OWNER WOOD %a" GYP. %" GYP. 202 - BONUS ROOM BY OWNER WOOD %° GYP. Y2' GYP. 203 - BED, 3 BY OWNER WOOD �F GYP. %" GYP. 204 - STORAGE BY OWNER WOOD' %a" GYP. Yz" GYP. 205 - BATH TILE TILE " GYP. Y2" GYP. WINDOW SCHEDULE SIZE TYPE REMARKS MARK tt ROUGH OPENING WIDTH HEIGHT NOA/ FLPRODUCT APPROVAL 1.1 3'-4" V-0" SINGLE HUNG 17-0630.08 1.2 314" 6'4"' SINGLE HUNG 17-0630.08 1.3 T-4" 4'-0" FIXED 17-0614.11 1.4 2'-0" 2'-8" FIXED 17-0614.11 1.5 2'-0" 2'-8" FIXED 17-0614.11 1.6 1 10'-0" 4'-0' STOREFRONT 17-1114.02 1 10'-0"4'-0" STOREFRONT 17-1114.02 T-4" 4'-8" SINGLE HUNG 17-0630.08 F17 3'-4" 4'-8" SINGLE HUNG 17-0630.08 T-4" 4'-0" FIXED 17-0614.11 2.1 T.4" T-4" FIXED 17-0614.11 2.2 4'-0" 4'4" SINGLE HUNG 17-0630.08 2.3 2'4" 2'-8" FIXED 17-0614.11 2.4 2'-0" 2'-8" FIXED 17-0614.11 2.5 10'-0" 4'-0" STOREFRONT 17-1114.02 Q 2.6 4'-0" ' 4'-8" SINGLE HUNG 17-0630.08 NOTE: ALL EXTERIOR WINDOWS & DOORS ARE TO BE INSTALLED AS SHOWN IN THE APPROVED NOA or FL PRODUCT APPROVAL. ISSUE. DATE: SUBMITTAL 03/28/18 REV#1 CITY COMMENTS 05/21/18 1=0 rrn Sustainable Architecture Interiors Planlning. Consulting 412 SW 14th Street F# Lauderdale, Florida 33315 Phone 954.235.4361 LL W U J V) 1-- 0 0- W CU Z W v / W V w 0. w w U w w U Q J < o o m o '� 1 LL O b Al 01�I FOOTING SCHEDULE MARK SIZE REINFORCING REMARKS F1 24" x 16" DEEP x CONT (3) #5 BOTTOM CONT. W/ PROVIDE #4 x 5'-0' LONG TOP BARS MONOLITHIC THICKENED 44 @ 24 O.C. BOTTOM @ 24" O.C. EXTENDED INTO SLAB W/ EDGE FOOTING TRANSVERSE STANDARD ACI HOOK F1 24' x 16" DEEP x CONT (3) #5 BOTTOM CONT. W/ PROVIDE #4 x5'-0' LONG TOP BARS .1 MONOLITHIC THICKENED #4 @ 24" O.C. BOTTOM @ 24" O.C. EXTENDED INTO SLAB W/ EDGE FOOTING TRANSVERSE STANDARD ACI HOOK LOCATED AT GARAGE PERIMETER, RECESSED 8" LOWER THAN "F1" F2 2'-8" x 2'-8" x 16" DEEP (3) #5 TOP & BOTTOM EACH WAY F3 NOT USED 36" x 16" DEEP x CONT. (4) #5 BOTTOM CONT. W/ PROVIDE #4 x 5'-0' LONG TOP BARS F4 MONOLITHIC THICKENED #4 @ 24" O.C. BOTTOM @ 24" C.C. EXTENDED INTO SLAB W/ EDGE FOOTING TRANSVERSE STANDARD ACI HOOK F5 3'-4" x 3'-4' x 16" DEEP #5 @ 12" O.C. TOP & BOTTOM EACH WAY REFER TOA001 FOR STRUCTURAL NOTES 1 22,_$11 37'-2" 12'_2" 8, 1 I C 101 0 F1 C1 0 F2 F1 a 4" CONC SLAB 4 N L0 o 5'_10" 3'_6° C JF2F2a 8" DOWN -TURNED EDGE w/ (1) 45 CONT. (TYP @PERIMETER) v m DATE: 03/28/18 C1 F2: F4 - � 4' CONC F2 SLAB 4 scott archer studio I � � O SLOPE -� Sustainable Architecture Interiors C4 Planning © m EL: 0,_0 (12.0' NAVD 88) S' LOriStilltiri T O. CONC. SLAB F4 4" CONC SLAB L ` 412 SW 14di Strut COLUMN SCHEDULE v» Ft Lauderdale. Florida 33315 MARK SIZE REINFORCING TIES REMARKS MASONRY COLUMN (L CONFIG) C1 8" x 16" (3) #5 LOCATED AT ALL BLDG CORNERS WOOD POST C2 6' x 6' ABU66 SIMPSON BASE CONNECT. C3 8' x 16' (4) #5 2 @ EA. CELL 8" CONC LNITEL &.BOND BEAM C4 12" x 12" (2) #5 TO BE.CENTERED ON 12 MASONRY COLUMN. REFER TO A001 FOR STRUCTURAL NOTES Phone 954.235,4361 El F4 LL C ALL PLUMBING '2 PENETRATIONS TO BE n 0 F2 g SLEEVED THRU FOOTING (VERTICALONLY) O 41, Q� Q �©LL :. as z L I F2 L� m W F1 F1 U 8 C1 a o; o 0 0 0 0 Ell 0 El o 0 _. U) l 00 0 aI �` © O 4 4" w S„ IW = 10,_0„ -4" 5'-4" F4 0 (] #5 @ EACH FILLED CELL — C4 0 co(TYP OF 4) C1 rr ILL F4 FL �5 C3 C1 F2 FOUNDATION PLAN NOTES w 4" � i a- CONC SLAB TEL - 0'_'" AFF 4° O 1. FLOOR SHALL BE 4 CONC. SLAB W/ 10x10-WI.4xWI.4 WWF ON A 6 MIL VAPOR BARRIER ON 2,500 MIN_ T.O. GARAGE SLAB `Q w 8' dOWN-TURNED EDGE w/ 1 #5 PSF WELL COMPACTED TERMITE TREATED FILL TO 5' BEYOND BUILDING FOOTPRINT F1 v {) j 6" CONC SLAB _ � CONT (fYP @ PER IMETER) 2. VERIFY ALL DIMENSIONS, ELEVATIONS AND FINISHES W/ DWGS BEFORE COMMENCING (GARAGE ONLY) 0- O F1 o C4 • FOOTINGS WILL BE 4 M1N. TO OF FIN. GRADE " ., C LL W CONSTRUCTION. BOTTOM OF MONOLITHIC WA F � C1 C1 � � � � s T.O. SPREAD FOOTING WILL BE 16" BELOW FINISH GRADE. 3. SLAB SAWCUT JOINTS ARE REQUIRED AND ARE INDICATED AS SJ ON PLAN. SAWCUT JOINTS TO BE F F TOOLED OR SAWCUT WITHIN 12 HOURS OF POUR. I LL r n 18 S 4 INDICATES 4' STEMWALL UNDER WINDOW OPENINGS; REFER TO ARCHITECTURAL DRAWINGS FOR LOCATIONS. THE TOP OF THE STEMWALL (BOTTOM OF OPENING) SHALL BE AN 8'k4" W DEEP (MINIMUM) CONCRETE CAP REINFORCED WITH (2) #4 HORIZONTAL; ES END THESE BARS 6" LL M M IN M U M INTO COLU M NS/FILLED CELLS AT'ENDS. L.V 5. INDICATES 8"x8" CONC. FILLED CELL W11 #5 FROM FOOTING INTO BOND BEAM. TYP @ALL / /1 CORNERS & CHANGE IN DIRECTION. SEE PLAN FOR LOCATIONS. (MAX T-8 SPACING) F1 1 U) ElC 1 C 1 t 6. CONTRACTOR TO VERIFY ACTUAL ROUGH OPENING DIMENSIONS PER WINDOW AND DOOR 1z 0 1 V120 Ell IZE1..1� MANUFACTURER AND ADJUST FILLED CELL LOCATION AT OPENINGS AS REQUIRED. W 7. THIS BUILDING HAS BEEN DESIGNED USING RATIONAL ANALYSIS AND A PRESUMPTIVE SOIL BEARING CAPACITY OF 2,500 PSF BASED ON TABLE R401,4.1 FOR (SM) SILTY SAND. 3'-4" 16 -0" 3'-4" S 8. CONTRACTOR TO PROVIDE TERMITE CONTROL SOIL TREATMENT AT THE END OF EARTHWORK OPERATIONS. MUST COMPLY w/ RULES OF THE FBC & BEAR A FEDERAL EPA REGISTRATION NUMBER. FOUNDATION PLAN 1/4" = 1' w r, 8" CMU SEE GENERAL NOTES 81 811 8" CMU 9" STARTER BLOCK. SEE GENERAL p FOR REQ. REINFORCING-- NOTES FOR REG. REINFORCING. 3/4" CMU BLOCK RECESS, FIRST COURSING TO BE 9" STARTER BLOCK o SEAL W/ CAULK I z w 4" CONC SLAB -ON -GRADE LU Q I 6" CONO SLAB -ON -GRADE J U SEE PLAN FOR LOCATIONS PROVIDE LL _ #4 x 5'-0" LONG TOP BARS @ 24" O.C. PROVIDE #4 x 5 -0 LONG TOP BARS @ 24" O.C. EXTENDED INSLAB W/ 8" STANDARD ACI HOOK LU O EXTENDED INTO SLAB W18"STANDARD ACI HOOK O � Z 3 d a 4" CONC GRADE d a a — a s (6, @GARAGE ONLY) <a O d � Q d dyA fy MONOLITHIC FOOTING 3—C�, AR a �< MONOLITHIC FOOTING (REFER TO FOUNDATION PLAN) {REFER TO FOUNDATION PLAN) q n THICKENED EDGE „ , m (3) #5 BOTTOM CONT. W!#4 @ 24" 2 _Q 3 _Q (4) #tea BOTTOM CON_ W! #4 @ O.C. BOTTOM TRANSVERSE 11 4 11 24" O.C. BOTTOM TRANSVERSE LL FOOTING TYPE F1 DETAIL FOOTING TYPE F4 DETAIL � 1 i� ��OF'FLa'4/a, MCyO rcher 6 R 95506 22,_$„ 3714„ ISSUE: DATE: 12,_2„ 5-10" 3,_6„ SUBMITTAL 03/28/18 REV#1 CITY COMMENTS 05/21/18 C G C C FOOTING SCHEDULE a MARK SIZE REINFORCING REMARKS DC1 F1 10 L2 7,DOWN-TURNED F2 F2 F2 ; " DEEP x CONT. 3 #5 BOTTOM CONT. W/ PROVIDE #4 x 5'-0" LONG TOP BARS EDGE w/ 1 #5 24 x 16 CO F1x „ 24 O.C. EXTENDED' -INTO SLAB WJ #4 24" O.C. BOTTOM @ CONT. TYP PERIMETER MONOLITHIC THICKENED @ EDGE FOOTING TRANSVERSE STANDARD ACI HOOK F1 a ( @ ) 4" CONC SLAB 24" x 16" DEEP x CONT. (3) #5 BOTTOM CONT. W/ PROVIDE #4 x 5 0' LONG TOP BARS F1.1 v MONOLITHIC THICKENED #4 @ 24" O.C. BOTTOM @ 24" O.C. EXTENDED INTO SLAB W/ 4 STANDARD ACI HOOK EDGE FOOTING TRANSVERSE LOCATED AT GARAGE PERIMETER, RECESSED 8" LOWER THAN 71" F2 2'-8" x 2'-8" x 16" DEEP (3) #5 TOP & BOTTOM EACH WAY L-- © G4 00 �• ao r o 0 0 OC1 F3 NOT USED F4 Cl F2 36"x 16 DEEP x CONT. (4) #5 BOTTOM CONT. W/ PROVIDE #4 x V-0" LONG TOP BARS F4 MONOLITHIC THICKENED #4 @ 24" O,C. BOTTOM @ 24' O.C. EXTENDED INTO SLAB W/ EDGE FOOTING TRANSVERSE STANDARD ACI HOOK, 4" CONC d f5 3' 4" x 3'-4" x 16" DEEP #5 @ 12" O,C. TOP CO $ &BOTTOM EACH WAY arch C studio Ind^ SLAB 12" x 16" DEEP x CONT. (2) #5 BOTTOM CONT. W! Q O O j � 0 SLOPE F6 MONOLITHIC THICKENED #4 24" O.C. BOTTOM & uStaiYi tbly Architecture TRANSVERSE q EDGE FOOTING TR C4 Planning REFER TO A001 FOR STRUCTURAL NOTES J EL: 0'-0" (12.0' NAVD 88) w w T.O. CONC. SLAB 0 Consulting F4 4„ CONC SLAB F2 R 10 CAll I:A 4l, Ca«vex COLUMN SCHEDULE MARK SIZE REINFORCING TIES REMARKS MASONRY COLUMN (L CONFIG) Cl 8" x 16" (3) #5 LOCATED AT ALL BLDG CORNERS WOOD POST C2 NOT USED ABU66 SIMPSON BASE CONNECT. C3 8" x 16" (4) #5 2 @ EA. CELL $4 8" CONC LNITEL & BOND BEAM C4 12" x 12' (2) #5 TO BE CENTERED ON 12" MASONRY COLUMN REFER TO A001 FOR STRUCTURAL NOTES O `a w 101_01, 1,_4., 5'4 F _ n —— F4 a, 0 O #5 @ EACH FILLED CELL cn (TYP OF 4) Cl Q C a i :< C3 <. 0010MEMMy ©M u3 u F4 F5 C3 � Cl F2 I; FOUNDATION PLAN NOTES .r;. p. I w 1 �L 4" CONC SLAB 1. FLOOR SHALL BE 4" CONC. SLAB W/ 10x10-WI.4XW.4 WWF ON A 6 MIL VAPOR BARRIER ON 2,500 MIN. T.O. GARAGE SLAB U) °D V LU aD OWN TURNED _ PSF WELL COMPACTED TERMITE TREATED FILL TO 5 BEYOND BUILDING FOOTPRINT. EDGE w! 1 #5 F1 N ( ) 6" CONC SLAB w CONT. TYP ( Q PERIMETER) 2, VERIFY ALL DIMENSIONS, ELEVATIONS AND FINISHES W/ (GARAGE BEFORE COMMENCING (GARAGE ONLY) n- o � -- J CONSTRUCTION. BOTTOM OF MONOLITHIC WALL FOOTINGS WILL BE 4" MIN. TO TOP OF FIN. GRADE,C1 F1 Cl G4 C4 ' W T.O. SPREAD FOOTING WILL BE 16" BELOW FINISH GRADE. 0 o ID0 >. r 3: SLAB SAWCUT JOINTS ARE REQUIRED AND ARE INDICATED AS SJ ON PLAN. SAWCUT JOINTS TO BE O TOOLED OR SAWCUT WITHIN 12 HOURS OF HOUR. LL 13,_0„ 4. INDICATES 4" STEMWALL UNDER WINDOWOPENINGS; REFER TO ARCHITECTURAL CD DRAWINGS FOR LOCATIONS. THE TOP OF THE STEMWALL (BOTTOM OF OPENING) SHALL BEAN 8"x4" I„ I„ I D WITH 2 #4 HORIZONTAL EXTEND THESE BAR 6 LL 0 VVI S DEEP (MINIMUM) CONCRETE CAP REINFORCE O MINIMUM INTO COLUMNS/FILLED CELLS AT ENDS. — °D E) 5. ❑® INDICATES 8"x8" CONC. FILLED CELL W/ 1 #5 FROM FOOTING INTO BOND BEAM. TYP @ALL FOR LOCATIONS.(MAX.2'-8"SPACING ` CORNERS &CHANGE IN DIRECTION: SEE PLAN(M ) rn V Q Cl F11 G1O 6. CONTRACTOR TO VERIFY ACTUAL ROUGH OPENING DIMENSIONS PER WINDOWAND DOOR z Q 01111 QQ QQ MANUFACTURER AND ADJUST FILLED CELL LOCATION AT OPENINGS AS REQUIRED. 7. THIS BUILDING HAS BEEN DESIGNED USING RATIONAL ANALYSIS AND A PRESUMPTIVE SOIL BEARING W CAPACITY OF 2,500 PSF BASED ON TABLE R401.4.1 FOR ISM) SILTY SAND. 3' 4" 16-0" T-4" FOUNDATION PLAN 8. CONTRACTOR TO PROVIDE TERMITE CONTROL SOIL TREATMENT AT THE END OF EARTHWORK 1 /4" = 1' OPERATIONS. MUST COMPLY w/ RULES OF THE FBC & BEAR A FEDERAL EPA REGISTRATION NUMBER. 0 3 w CO 8" CMU, SEE GENERAL NOTES $rr $" 8" CMU 9" STARTER BLOCK, SEE GENERAL p FOR RE . REINF NOTES FOR REQ. REINFORCING. Q ORCING - 3/4" CMU BLOCK RECESS, FIRST COURSING TO BE 9" STARTER BLOCK Z Z o SEAL W/ CAULK a Q U.I ; 1 EE PLAN, F S OR LOCATIONS 3 . 3 4" CONC. SLAB -ON -GRADE UU J 6CONC. SLAB -ON -GRADE PROVIDE #4 x 5'-0" LONG TOP BARS @ 24" O.C. W a PROVIDE #4 x T-0" LONG TOP BARS @ 24' O.C. EXTENDED INTO SLAB W/ 8" STANDARD ACI HOOK O EXTENDED INTO SLAB W! 8" STANDARD ACI HOOK — a ° 4" CONC. GRADE J (6' @ GARAGE ONLY) a. a a Q MONOLITHIC FOOTING �' 3' CLEAR"BLEAR — MONOLITHIC MONOLITHIC FOOTING (REFER TO FOUNDATION PLAN) FOUNDATION PLAN) 2'-01, THICKENED EDGE 3'-01r (3) #5 BOTTOM CONT. W/ #4 @ 24" I (4) 95 BOTTOM CONT. W/ #4 @ O.C. BOTTOM TRANSVERSE 24" O.C. BOTTOM TRANSVERSE FOOTING TYPE F1 DETAIL FOOTING TYPE F4 DETAIL J a w w Q. Z x O Q � O O o m N UPPER ROOF FRAMING PLAN 1/4" = 1' GENERAL NOTES 1. ALL LUMBER USED FOR ROOF & WALL FRAMING SHALL BE SOUTHERN PINE No 2 OR BETTER. 2. LUMBER BOARDS USED FOR ROOF SHEATHING SHALL BE IN ACCORDANCE W/TABLE R44092.4.2 ROOF SHEATHING NOTES 1. EXTERIOR GRADE PLYWOOD. 2. PERIMETER NAILED w/10d NAIL5,�4'OC 3. FIELD NAILED w/ 10d NAILS @ 6" O.C. BEAM SCHEDULE x yr MARK SIZE REINFORCING REMARKS BB1 8 x 8 MIN.. (1) #5 MASONRY BOND BEAM BB2 8" x 16' MIN. (1) #5 TOP & (1) #5 BOTTOM MASONRY BOND BEAM, CONT. @ PERIMETER OF HOUSE (1) 95 TOP MASONRY BOND BEAM, GONT. @ PERIMETER WHERE BB3 8 x 24 MIN. (1) #5 MID & FLOOR TRUSSES ATTACH TO MASONRY WALL (1) 45 BOTTOM TB1 8" x 24 MIN. (2) #5 TOP (2) # MID 5 (2) #5 BOTTOM CONCRETE TIE BEAM #3 STIRRUPS '@ I O.C. MAX AND OVEROPENINGS ADDITIONAL (2) ## 0'S REQUIRED AT TOP 11MEN GOES TB2 8 x 16" MIN. (1) TOP &5 OVER COL. (32" MIN OVER LAP) 45 (1) #BOTTOM F81 (2) 2x WD BEAM w/ (2)1 /2 PLY SEE NOTES BELOW TBD, PER ARCHITECTS REVIEW OF FLR TRUSS SHOPS & ENGIN. 8" x LENGTH > LOTT'S PRECAST CONC. LINTEL w/ MIN. &' BEARING SHOWN (1) #5 REFER TO NOA FOR SPECIFICS FLITCH BEAM NOTES: 2x FLITCH BEAMS AT STAIR TO HAVE 1/2" PLYWOOD SHEATHING BETWEEN EACH BOARD, TYP OF 2 LAYERS @ EACH BEAM. (1) 5/8 THRU BOLT @ 16" O.C., STAGGERED. COORD. w/ TRUSS LOCATIONS NOTES 1. PROVIDE MOISTURE BARRIER BELOW ALL TRUSS SEATS. 2. ALL TRUSS ARE TO BE DOUBLE STRAPPED AT EACH CONNECTION. 3. FLITCH BEAM: 2x FLITCH BEAMS @ STAIR TO HAVE 1 /2" PLYWOOD SHEATHING BETWEEN EACH BOARD, TYP OF LAYERS @ EACH BEAM. (1) 5/8` THRU BOLT @ 16" STAGGERED., COORD. w/ TRUSS LOCATIONS. 4. (2) 2x WOOD LEDGER ATTACHED w/ 5/8" ANCHOR OR THRU BOLT @ 16" O.C. WOOD AGAINST CONC. TO BE P.T. WIND DESIGN ASCE 7 -10 Risk Category II Directionality (Kd)_ 0.85 Mean Roof Ht (h) 35 Design Wind Speed (mph) 170 Parapet lit above grd 0 Exposure Category D Enclosure Classif. Enclosed Building Internal pressure 0.18 a = 4.4 ft Roof Angle 18.43deg Type of roof ' Hip HIP ROOF (ENCLOSED) HIP ROOF' (PART -ENCLOSED) ZONE 1 + 28.5 + 44 0 - 45.2 - 60.7 ZONE 2 + 28.6 + 44.0 - 78.7 - 94.2 ZONE 3 1 + 28.5 + 44.0 - 78.7 - 94.2 o N 0 / GIRDER o 20 tGE O LOWER ROOF FRAMING PLAN 1/4" = 1' 3T-0 1 /2" T.O. TB2 44" PRE, ENGINJER ROQF TRUSSES T62 I I �L CONT. (2) 2x D. LEDC ER CONT. (2) 2xj. LED ER FF LL I I I I I I I I I I I I I I I III I II N LL i w O W w m i O _ C] I04 z O FBI (2x8) U 3 Cw4 w P TRU TGINEEED SES 24TO.C. MM. (TYq.) D X II C0 w W 0 ®WKMTR'e *3S M161-6 ®N® S • e of . Iljl I�I�%%''/// %%//.�6''aJJIC'�'JGII■I'//.'%/% ,� IN IMENNEEMEN! FLOOR & LOWER ROOF FRAMING PLAN 1/4 = 1' ROOF TRUSS ROOF GIRDER` FLR JOIST STAIR POST STAIR BEAM CMU STAIR BEAM CORNER I CONNECTOR SCHEDULE NO. SIMPSON ALLOWABLE FASTENERS REMARKS CONNECTOR LOADS CONCRETE TRUSS (2) META24 2900 LB 6 -16d WOOD TO CONCRETE EMBEDED MGT 3330 LB CONCRETE GIRDER DIA. 22 -1 Od WOOD TO CONCRETE WOOD TO WOOD 3 HU66 600 LB. 450 ATTACHMENT AS SHOWN TBD WOOD TO WOOD HEAD JOIST U66 1150 LB. 8 -16d 4 -10d WOOD TO WOOD U6 ECCLQSDS2.5 6780 LB WOOD TO WOOD IF NEEDED PER TBD REVIEW OF FLOOR v TRUSS SHOP DWGS. JJUC SUBMITTAL DATE: 03/28/18 Sustainable Architecture Interiors Planning Consulting 412 SW 14th Street Ft. Lauderdale, Florida 3331; Plaone 954.235.4361, Z J a 0 Q J LL Lri U J H- U) O IL w 00 0 o = I Lu Lu U 00 w (n U z Q O O 0 xc 4 n, cc O M i n n 33'-4"' 9 8„O TYP) 1 I BO j N N o .RIDGE o — - o CD N O ny- O I- 0 ❑ _ wb t� N 1> awz o T O. B82 20'-8" O ro UPPER ROOF FRAMING PLAN 1/4111 GENERAL NOTES = 1. ALL LUMBER USED FOR ROOF & WALL FRAMING SHALL BE SOUTHERN PINE No 2 OR BETTER 2. LUMBER BOARDS USED FOR ROOF SHEATHING SHALL BE IN ACCORDANCE W/ TABLE R4409 2.4.2 ROOF SHEATHING NOTES J�1 i 1 e/"EXTERIOR GRADE PLYWOOD. r � 2.. PERIMETER NAILED w/ 10d NAILS @ 4" O.C. 3, FIELD NAILED w/ 10d NAILS @ 6" O.C. f BEAM SCHEDULE x w MARK SIZE REINFORCING REMARKS BB1 8" x 8" MIN. (1) #5 MASONRY BOND BEAM BB2 8" x 16" MIN. (1) #5 TOP & (1) #5 BOTTOM MASONRY BOND BEAM, CONT. @ PERIMETER OF HOUSE (1) #5 TOP MASONRY BOND BEAM, CONT. @ PERIMETER WHERE BB3 8" x 24" MIN. (1) #5 MID & FLOOR TRUSSES ATTACH TO MASONRY WALL (1) #5 BOTTOM TB1 8" x 24" MIN. (2) #5 TOP 2) #5 MID (2) #5 BOTTOM ( CONCRETE TIE BEAM #3 STIRRUPS @ 10" O.C. MAX. AND OVER OPENINGS ADDITIONAL (2) # VS REQUIRED AT TOP WHEN GOES TB2 8" x 16" MIN. (1) #5 TOP & OVER COL. (32" MIN OVER LAP) (1) #5 BOTTOM FBI (2)2x WD BEAM w/ (2) 1/2" PLY SEE NOTES BELOW TBD, PER ARCHITECT'S REVIEW OF FLR TRUSS SHOPS & ENGIN. 8" x LENGTH LOTT'S PRECAST CONC. LINTEL w/ MIN; 6" BEARING SHOWN (1) #5 REFER TO NOA FOR SPECIFICS FLITCH BEAM NOTES: 2x FLITCH BEAMS AT STAIR TO HAVE 1/2" PLYWOOD SHEATHING BETWEEN EACH BOARD,, TYP OF 2 LAYERS @ EACH BEAM. (1) 5/8" THRU BOLT @ 16" O.C., STAGGERED. COORD. w/ TRUSS I LOCATIONS � / I HIP ROOF (ENCLOSED) HIP ROOF (PART -ENCLOSED) ZONE 1 +28.5 +44.0 - 45.2 - 60.7 ZONE2 +28.5 +44.0 -78.7 -942 ZONES +28.5 +44.0 - 78.7 - 94.2 (TYP), T: ADDIT BB1 Co 8'-8" \e 1 NN N m y m GIRDER M F w w (� Y ❑ d PRE-ENGINEERED ROOF ci TRUSSES 24" O.C. MAX (TYP:) U m m � � — — z F- ❑ w U ? � o_ m O F U b \ EIT— GIRDER / 20 0 LOWER ROOF FRAMING PLAN 1/4" = 1' 3T-0 1/2" I PRE,ENGINJER ROQF TRU$SEIS CONT. (2) 2x I CONT. (2) 2x . 1 3 w tn /� \4/� w w ❑ z w (� J Z o w N N O_ m zoLl PRERUSES 24 O.CED FMM. (TYR.) 3 CONT. (2) j2x R T.O. TB1 @ 10'-8" F 61 CON (2)2z LED ER z N m O m O b 00 8) FB1 (2x000 J mU ori 3 IF-m I ­ ILL w / J Z O ' FLOOR & LOWER ROOF FRAMING PLAN 1/411= 1' ROOF TRUSS ROOF GIRDER FLR JOIST STAIR POST STAIR BEAM CMU STAIR BEAM CORNER CONNECTOR SCHEDULE N�. SIMPSON ALLOWABLE FASTENERS REMARKS CONNECTOR. LOADS CONCRETE TRUSS (2) META24 2900 LB. 6-16d WOOD TO CONCRETE EMBEDED MGT 3330 LB. CONCRETE GIRDER 1 - a" DIA. 22 -10d WOOD TO CONCRETE 3 HU66 600 LB. WOOD TO WOOD 450 ATTACHMENT AS SHOWN TBD WOOD TO WOOD U66 1150 LB. HEAD JOIST WOOD TO WOOD 8- 16d 4 - 10d ECCLQ-SDS2.5 6780 LB. WOOD TO WOOD 7 TBD IF NEEDED, PER REVIEW OF FLOOR TRUSS SHOP DWGS ISSUE: DATE: SUBMITTAL 03/28/18 REV 01 CITY COMMENTS 05/21/18 Sustainable Architecture Interiors Planning Consulting 412 SW 14th Street Pt. Lauderdale, Florida 33..315 Phone 954,235.4361 J LL. LIJ U J H 0 - - - - - - — - - - ------------------------------------------------------------------------------ HB 1 MASTER __m----------------. I SUITE 107 i I I i LIVING 106 DINING 105 CU-" — ---------- i € I BATH € I 10& 3 I 4 I € HAL- WAY TUB w i I — v py SHR j € MIS YYM I I GYP. CEILING I LAUNDRY104 (t BATH 3�, r tti ii jl HALLWAY I 205 I u r I I i I s fII I 4Ii I(II 5 LUL----------------------------- --- -----^------------------- ----' GARAGE 109 10 102 I, '_____________. PLUMBING SECOND FLOOR p?LAN E I C0401 scale: 1/4" = 1'-0" I II 7 I I I i PLUMBING KEY NOTES I L------------ ..-...._......_____---...._._....___________ ________....-- __-___-__........._-A TIE NEW 4 SANITARY TO EXISTING. CONTRACTOR TO FIELD VERIFY EXACT LOCATION. 0 TIE NEW 1" CW TO EXISTING METER. CONTRACTOR TO FIELD VERIFY EXACT LOCATION 3" SANITARY UP': O 3" SANITARY DOWN O 1/2" HW AND 3/4" CW UP TO SECOND FLOOR PLUMBING FIRST FLOOR PLAN O 1/2" HW AND 3/4" CW DOWN TO FLOOR scale` 1/4" = 1'-0"§y RHEEM 80 GALLON HYBRID WATER HEATER MODEL PROPH80 T2, EFF.=3.50 , 0 WATER FILTRATION SYSTEM BY OWNER I 1 I i i I GI I i I I FOYER FRONT 101 PORCH i { -®-------- ---- --- ------ - -----__. .... ._ i I I SUBMITTAL DATE: 03/25/18 ` ," y scott archer studio Sustainable Architecture Interiors Planning Consulting 412 SW 14th Street Ft. Lauderdale, Florida 33315 Phone 954.235.4361 J LI_ W U J I- W ate. Cw V Z w 0 " w C� C/) LL W 3: n z F hl W Q � J a � o O Q <! O U LL V Z O ¢ Mz W � ap °�a. �----------------------------------------._.____...--------------_-_____-.-___,_._---_-____-__.._-___ -- -� € € € I m_ 1 - BED 3 _ 20;3 BONUS ROOM - 202 € ' 1 _ ..}..; . _.._.._......... € -------------------- II I �i 4 HALLWAY I €L l ii 206 J f YP. CEILING BATH 3 20°> i , I I I 6 _ l € �--------------------------------- -- --- �------------ I I PLUMBING SECOND FLOOR PLAN scale: 1/4" = 1'-0" PLUMBING KEY NOTES O TIE NEW 4" SANITARY TO EXISTING. CONTRACTOR TO FIELD VERIFY EXACT LOCATION. O TIE NEW 1" CW TO EXISTING METER. CONTRACTOR TO FIELD VERIFY EXACT LOCATION. O3 3"SANITARY UP - O 3" SANITARY DOWN 1/2" HW AND 3/4" CW UP TO SECOND FLOOR 0 1/2" HW AND 3/4" CW DOWN TO FLOOR O RHEEM 80 GALLON HYBRID WATER HEATER MODEL PROPH80 T2, EFF.=3.50 e WATER FILTRATION SYSTEM BY OWNER PLUMBING FIRST FLOOR PLAN scale: 1/4" = 1'-0" i I I I € I I I I I I I ISSUE: DATE: 11 1. BLDG. COMMENTS 05.20i18 OWNER CHANGES ��_.r.t,..:' scott archer studio Sustainable Architecture Interiors Planning Consulting 412 SW 14th Street Ft. Lauderdale, Florida 33315 Phone 954.235.4361 J LL W_ U Z U f- CL W U Z W (OW C) 0. Z w = a a J a w o O W 0 a OCo J U. (' z Z cr � Cm G o m a GENERAL PLUMBING NOTES- 1. A. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE FBC (PLUMBING 2017 5TH ED.) AND WITH ALL APPLICABLE REGULATIONS. B. DRAWINGS: REFER TO ALL DRAWINGS FOR COORDINATION OF THE PLUMBING WORK. C. ARRANGE AND PAY FOR ALL PERMITS, LICENSES, INSPECTIONS AND TESTS. OBTAIN THE REQUIRED CERTIFICATES AND PRESENT TO OWNER. D. GUARANTEE: THE COMPLETED INSTALLATION SHALL BE FULLY GUARANTEED AGAINST DEFECTIVE MATERIALS AND/OR IMPROPER WORKMANSHIP FOR A MINIMUM OF ONE YEAR FOR MATERIAL AND LABOR. E. ALL HORIZONTAL SANITARY PIPING SHALL SLOPE AT 1/8 INCH PER FOOT MINIMUM FOR 3" AND LARGER AND AT 1/4" SLOPE FOR 2" PIPES AND SMALLER. 2. NOT USED. 3. PLUMBING FIXTURES: FIXTURES SHALL BE AS SELECTED BY OWNER AND SHALL BE FURNISHED AND INSTALLED BY THIS CONTRACTOR. FIXTURES SHALL BE COMPLETE WITH DRAINS, TRAPS SUPPLIES AND ANY OTHER ACCESSORY REQUIRED. FIXTURES AND FAUCETS SHALL COMPLY WITH THE FBC WATER SAVING STANDARDS. 4. MATERIALS: A. PIPING: A. STORM, SOIL, WASTE AND VENT: SANITARY PIPE, PVC, DWV, SCHEDULE 40. B. DOMESTIC WATER: COPPER PIPE, TYPE L WITH SWEAT WROUGHT COPPER FITTINGS. TYPE "M" IN CONCEALED SPACES IS ACCEPTABLE FLOW GUARD CPVC AND PEX PIPING IS AN ACCEPTABLE SUBSTITUTION ISOLATE PIPING FROM CONCRETE WITH INSULATING MATERIAL. C. DOMESTIC WATER SUPPLY ASSEMBLY: STAINLESS STEEL BRAIDED SUPPLY LINE WITH ANGLE SHUT OFF VALVES. D. INSULATION: INSULATE ALL HOT WATER AND HOT RETURN WITH 1 FIBERGLASS INSULATION. 5. ALL AUTOMATIC ELECTRIC WATER HEATERS SHALL MEET THE STANDARDS OF THE LATEST ENERGY EFFICIENCY CODE. 6. PIPING TEST AND DISINFECTION& A. TEST: ALL SANITARY AND DOMESTIC WATER SUPPLY PIPING SHALL BE TESTED FOR LEAKS BEFORE PIPING IS CONCEALED OR CONNECTED TO EQUIPMENT AND PLUMBING FIXTURES. B. DISINFECTION: ALL DOMESTIC WATER PIPING SHALL BE DISINFECTED BY INTRODUCING A SOLUTION OF CALCIUM HYPOCHLORITE OF 50 PARTS PER MIW011 OF CHLORIDE AND AS PER AWWA STANDARDS. 7. HOSE BIBBS: SHALL BE 1/2 INCH. ROUGH BRASS CONSTRUCTION WITH SHUT OFF VALVE AND VACUUM BREAKER. 8. ALL OUTDOORS FLOOR CLEAN OUTS SHALL BE TERMINATED UP TO GRADE AND SHALL BE MARKED. 9. CONTRACTOR SHALL COORDINATE EXACT LOCATION OF SANITARY, AND DOMESTIC WATER PIPING BEFORE STARTING ANY WORK. NOTIFY ARCHITECT/ENGINEER OF ANY DEVIATIONS FROM DESIGN DRAWINGS. 19,. .off 1 %Croi` py�o e�i4 2-WAY, CLEAN -OUT AT GRADE _ DACE OF WALL STAINLESS STEEL COVER �CaiEPDGTO THREADED WALL CLE ONU � DETAIL PLUMBING SYMBOL LEGEND SYMBOL DESCRIPTION SANITARY LINE — — — -- VENT LINE —. SAFEWASTE LINE —CD CONDENSATE LINE GATE VALVE - COLD WATER LINE ---- HOT WATER LINE P- PLUMBING FIXTURE DESIGNATION FCO FLUSH CLEAN OUT 4> FLOOR PENETRATION Ty, AIR CHAMBER WCO WALL CLEANOUT VTR VENT THRU ROOF COOG CLEANOUT ON GRADE 4- HB HOSE BIBB W/VB PLUMBING FIXTURE SCHEDULE N AIM FDCTU MODEL N WC WATER CLOSET BY OWNER (TANK) LAV DROP -IN BY OWNER LAVATORY TUB TUB/SHOWER BY OWNER KS KITCHEN SINK BY OWNER WM WASHER SUPPLY QATEY WASH BOX BOX ALL TUB AND SHOWER VALVE SHALL BE ANTI -SCALD AND SHALL COMPLY WITH ASSE 1016. amme WATER PIPE NOMINAL BAN. S¢E MAMMLIM FLOW RATES WATER CLOSET 1/2' 3" 128 GPF (TANK) LAVATORY 1/2' 11/4" .5 GPM TUB 1/2" 2' 2.0 GPM * ALL PLUMBING FIXTURES SHALL BE SELECTED BY AND INSTALL BY CONTRACTOR 1/2' CONNECTION LESS FLANGE WHERE ATTACHED TO EXPOSED / \\ PIPING HANDLE— �� ROUGH CHROME PLATED 3/4' HOSE THREAD VACUUM BREAKER (VANDAL PROOF) HOSE BIBB DETAIL P2903.4 THERMAL EXPANSION CONTROL. A MEANS FOR CONTROLLING INCREASED PRESSURE CAUSED! BY THERMAL EXPANSION SHALL BE INSTALLED WHERE REQUIRLO IN ACCORDANCE WITH. SECTIONS P2903.4.1 AND P2903.4.2. P2903.4.2 BACKFLOWPREVENTION DEVICE OR CHECK VALVE. WHERE A BACKFLOW PREVENTION DEVICE, CHECK VALVE OR OTHER DEVICE IS INSTALLED ON A WATER SUPPLY SYSTEM USING STORAGE WATER HEATING EQUIPMENT SUCH THAT THERMAL EXPANSION CAUSES AN INCREASE IN PRESSURE, A DEVICE FOR CONTROLLING PRESSURE SHALL BE INSTALLED. v � 2 vfR 3" I a OVV I WQ 4" 3" 4„ 2„ Tp <U FU NOTE SLOPE ALL PIPING 2" AND LESS 0 1/4" PER L.F. SLOPE ALL PIPING 3' AND ABOVE 0 1/4" OR 1/8" PER L.F. s SANITARY PIPING ISOMETRIC NO SCALE m I 0 SYgjFR \\ 1 ao API, '' O,p NOTE; ; �5 1. ALL FIXTURES SHALL COMPLY WITH TABLE 804.4 OF THE F.P.C.Imo. 2, ALL WALL HUNG PLUMBING AV FIXTURES SHALL COMPLY W/ 1 FRIG pV( FBC 2318.1.15 OR 2517.5.1.1 B I 3. ALL SHOWER VALVES SHALL COMPLY wC WITH 424.3 OF THE F.P.C. 01 1/2^ WATER PIPING ISOMETRIC ISSUE: DATE. SUBMITTAL 03/28/16 scn^tt archer studio Sustainable Architecture Interiors Planning Consulting 412 SW 14th Street Ft. Lauderdale, Florida 33315 Phone 954.235.4361 10 F� J_ Q a Iro v W 0 y CQ w U (a/3 ® 'Z V w ¢ C) Z o 0 In In o JZ o 0 as P7'-2'1 , '- PLUMBING SYMBOL LEGEND GENERAL PLUMBING NOTES 1. A. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE FBC SYMBOL DESCRIPTION (PLUMBING 2017 5TH ED.) AND WITH ALL APPLICABLE REGULATIONS. B. DRAWINGS: REFER TO ALL DRAWINGS FOR COORDINATION OF THE PLUMBING WORK. SANITARY LINE` C. ARRANGE AND PAY FOR ALL PERMITS, LICENSES, INSPECTIONS AND TESTS. OBTAIN THE REQUIRED CERTIFICATES AND PRESENT — — — -- VENT LINE TO OWNER. - — SAFEWASTE LINE D. GUARANTEE: THE COMPLETED INSTALLATION SHALL BE FULLY —CD CONDENSATE LINE GUARANTEED AGAINST DEFECTIVE MATERIALS AND/OR IMPROPER WORKMANSHIP FOR A MINIMUM OF ONE YEAR FOR MATERIAL AND D 4 GATE VALVE LABOR. — COLD WATER LINE E. ALL HORIZONTAL SANITARY PIPING SHALL SLOPE AT 1/8 INCH PER FOOT MINIMUM FOR 3" AND LARGER AND AT 1/4" SLOPE -- HOT WATER LINE FOR 2" PIPES AND SMALLER. P- - PLUMBING FIXTURE DESIGNATION 2. NOT USED. FCO - FLUSH CLEAN OUT 3. PLUMBING FIXTURES: FIXTURES SHALL BE AS SELECTED BY OWNER c� FLOOR PENETRATION AND SHALL BE FURNISHED AND INSTALLED BY THIS CONTRACTOR. FIXTURES n SHALL BE COMPLETE WITH DRAINS, TRAPS, SUPPLIES AND ANY OTHER TAIR CHAMBER ACCESSORY REQUIRED. FIXTURES AND FAUCETS SHALL COMPLY WITH THE FBC WATER SAVING STANDARDS. WCO WALL CLEANOUT 4. MATERIALS: VTR VENT THRU ROOF A. PIPING: COOG CLEANOUT ON GRADE A. STORM, SOIL, WASTE AND VENT: SANITARY PIPE, PVC, DWV, HB HOSE BIBB W/VB SCHEDULE 40. B. DOMESTIC WATER: COPPER PIPE, TYPE L WITH SWEAT WROUGHT COPPER FITTINGS. TYPE "M" IN CONCEALED SPACES TS ACCEPTABLE FLOW GUARD CPVC AND PEX PIPING IS AN ACCEPTABLE SUBSTITUTION PLUMBING FIXTURE SCHEDULE ISOLATE PIPING FROM CONCRETE WITH INSULATING MATERIAL. NAME FpcnJFIE MODEL i C. DOMESTIC WATER SUPPLY ASSEMBLY: STAINLESS STEEL BRAIDED SUPPLY LINE WITH ANGLE SHUT OFF VALVES. D. INSULATION: WC WATER CLOSET BY OWNER INSULATE ALL HOT WATER AND HOT RETURN WITH 1" (TANK) FIBERGLASS INSULATION. LAV DROP —IN BY OWNER 5.- ALL AUTOMATIC ELECTRIC WATER HEATERS SHALL MEET THE LAVATORY STANDARDS OF THE LATEST ENERGY EFFICIENCY CODE. 6. PIPING TEST AND DISINFECTIONS: A. TEST: ALL SANITARY AND DOMESTIC WATER SUPPLY PIPING SHALL TUB TUB/SHOWER BY OWNER BE TESTED FOR LEAKS BEFORE PIPING IS CONCEALED OR CONNECTED TO EQUIPMENT AND PLUMBING FIXTURES. B. DISINFECTION: ALL DOMESTIC WATER PIPING SHALL BE KS KITCHEN SINK BY OWNER DISINFECTED BY INTRODUCING A SOLUTION OF CALCIUM HYPOCHLORITE OF 50 PARTS PER MILLION OF CHLORIDE AND AS PER AWWA STANDARDS. WM WASHER SUPPLY - OATEY WASH BOX 7. HOSE BIBBS: SHALL BE 1/2 INCH. ROUGH BRASS CONSTRUCTION WITH BOX SHUT OFF VALVE AND VACUUM BREAKER. 8. ALL OUTDOORS FLOOR CLEAN OUTS SHALL BE TERMINATED UP TO GRADE ALL TUB AND SHOWER VALVE SHALL BE ANTI —SCALD AND SHALL AND SHALL BE MARKED. COMPLY WITH ASSE 1016. 9. CONTRACTOR SHALL COORDINATE EXACT LOCATION OF SANITARY, WATER PIPE SME NOMINAL SAN, SIZE MAXIMUM FLOW RATES AND DOMESTIC WATER PIPING BEFORE STARTING ANY WORK. NOTIFY ARCHITECT/ENGINEER OF ANY DEVIATIONS FROM DESIGN DRAWINGS. ER CLOSET 1/2' 3• 1.28 QPF WLAVVATORY 1/27 11/4' .5 OPM TU" 1/2' 2' 2.0 OPM t ALL PLUMBING FIXTURES SHALL BE SELECTED BY AND INSTALL BY CONTRACTOR 1/2' CONNECTION LESS FLANGE HERE. - ATTACHED TO EXPSED PIPING 0 HANDLE --� 2—WAY, CLEAN —OUT AT GRADE ROUGH CHROME PLATED 3/4' HOSE THREAD VACUUM BREAKER (VANDAL PRDDF> FACE OF WALL 2 Jl R z^ lqV 00 IAV 1 / I / t i 2 1 Wp I LAV g^ 3" FKI NFW - FIFIpINC v VFRI�NgR1Ar�y CO AA kc FkAc,pRTp � 22 Fp i NOTE: SLOPE ALL PIPING 2" AND LESS 0 1/4" PER L.F. SLOPE ALL PIPING 3" AND ABOVE 0 1/4" OR 1/8" PER L.F. SANITARY PIPING ISOMETRIC NO SCALE i 1 1< 1'2 ,A V , HOSE �1 ' 2 STAINLESS STEE� COVER `✓,� SCREWED TO TH FADED HOSE BIBB DETAIL C.O. PLUG. �I$rFR 1/�" �\ 5NR 1/2 I, FM`k, P2903.4 THERMAL EXPANSION CONTROL. A MEANS FOR CONTROLLING INCREASED PRESSURE C USED BY THERMAL EXPANSION- SHALL BE INSTALLED WHERE RE UIRED IN ACCORDANCE WITH SECTIONS P2903.4.1 AND P2903.4.I2. WALL P2903.4.2 BACKFLOW PREVENTION DEVICE OR CHECK ,HALVE. WHERE A BAO`KFLOW PREVENTION DEVICE, CHECK VALVE OR OTHER DEVICE IS INSTALLED ON A WATER SUPPLY SYSTEM USING STORAGE WATER HEATING EQUIPMENT SUCH THAT THERMAL EXPANSION CAUSES AN INCREASE IN PRESSURE, ADEVICE FOR CONTROLLING PRESSURE SHALL BE INSTALLED. CLEANOUT DETAIL m I II NOTE: 1. ALL FIXTURES SHALL COMPLY WI yyG TABLE 604.4 OF THE F.P.C. I I 2. ALL WALL HUNG PLUMBING I J FIXTURES SHALL COMPLY W/ FBC 2318.1.15 OR 2517.5.1.1 i 3. ALL SHOWER VALVES SHALL COMPLY/�/ WITH 424.3 OF THE E,P.C. WATER PIPING ISOMETRIC NO SCALE 1. BLDG. COMMENTS 05.20.18 OWNER CHANGES scott archer studio Sustainable Architecture Interiors Planning Consulting 412 SW 14th Street Ft Lauderdale, Florida 33315 '..Phone 954.235.4361 '.. W U z W U) W U) W O 0. a Q C LU 0 W co LU W O U Z C z Z W O WOb o a m JZ N IL Q p 2 r- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I I A-32 I A-32 A-32 FEG`,^; WIRED TO BELOW A-31 O O A-�32 A-32 O J� O J B NUS M A-32 A-31 Y .02 A-31 A- 2 A 3 3 3 A-32 � ®, -33 3 A-2, --- --_--_--------- AHU-2 A-33 � �33 PROVIDE LIGH IN ATTIC �_-------------_� A-32 -31 a,o A-33 A-33 A-31 € HALLWAY € A-31 206 ep i A-33 J Y 3 � r---'- A-33 A-31 A-3 BATH 3 I 10'-0" 2 GYP. CEILING 3 311 A-33 A-33 i I I I I UTI I ANI DIE a y I N ELECTRICAL FIRST FLOOR PLAN ,I scale: 1/4' = 1'-0" Q DATE: 03/28/18 sc ;t - �Icher studio Sub tainable Architecture Interiors Planning Consulting 412 SW 14th Street Vt. Lauderdale, Florida 33315 Phone 954.235.4361 W U z w 0 3: Q J Q Cb a Ix O o O ui co U U U Z Q o 0 H W m O 9 N W E-1 Y------------------------------------------------------------------------------------------------------------------ - - - I. j--------------------- PJIASTER �A-25 A-25 3w --------------1 i A-25 SUITE I BACK I10' I � O ?O hi 26 A-26 �-i vvr 1 r--- ----------------._ ___ ___,___-----____________T_-_______..._______________-------_ _-----__-_, A-25 A-23 op WP I i ....:.....__..:_.... ................. A-32 uy H-32 ........ - _ A-32 BED ;� WIRED TOM II¶II ll 203 BELOW A-31 P A-32 A-32 O B NUS T O J R OM A-32 q-31 T, 02 A-31 A- 2__�....__A 3 r" ---- - � A-32 ------------------ A-2, --- - AHU-2 A-33 A-33 PROVIDE LIGH r---------------- N ATTIC A-32 -31 Pico A-33 A-33 " A-31 k HALLWAY A-31 _il '!06 1 �P A- 3 ---- A-33 oA-31 A`1 I BATH 36 � 2i75 . . . i A-33 gyp. CEILING ..... 30 31 qp A_33 -_- GARAGE FATH2 A 23 L-------------------------------- - -- - -- -- ----------------- - - 102 A-23 f �------- � � A-22 103 f I I I A-27 I A-2 r j FOY FRONT 101 i A-24 1�4. i -- ------- PORCH Q - A-2 - ------ 6uv--- -- --- AI.- 26 ------------------- A-27I �0} , GARAGE DOOR A-28 MP A-22 40 '{ ---------1--------- ------ -----;-_ ---------- `.-------- ------------------------------------- ELECTRICA SECOND FLOOR PLAN scale. 1/4"-1-0 A=22 A-1,3 WHP { I ..EXTERIOR LIGHT ON i PHOTOCELL:_____ -_---- I I, N ELECTRICAL FIRST FLOOR PLAN scale: 1/4" = V-0" , ISSUIE: DATE: 1. BLDG. COMMENTS 05.20.18 OWNER CHANGES V �� � scott archer studio Sustainable Architecture; Interiors Planning Consulting 412 SW 14th Street Ft Lauderdale, Florida 33315 jPbone 954.235.4361 J LL W U F- CE W U z W 0 Cl)� W kM� Uj fl ,s a r w a oW J U w LL U �a 'S O', W m J o E-1 GENERAL ELECTRICAL NOTES I. THE ENTIRE INSTALLATION SHALL BE IN ACCORDANCE WITH THE CODES IN EFFECT: THE NATIONAL ELECTRICAL CODE (NEC 2011),. N.F. P.A., FBC 2017 6TH EDITION, ALL LOCAL CODES, RULES AND ORDINANCES INCLUDING ALL AMENDMENTS TO THE N.E.C. 2. AS A MINIMUM, ALL EQUIPMENT SHALL MEET APPLICABLE STANDARDS, FOR TYPE OF EQUIPMENT AND INTENDED USE, OF THE FOLLOWING: a. AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI). b. ILLUMINATING ENGINEERS SOCIETY (IES). c. AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM). d. NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION (NEMA). NOTE: .THESE STANDARDS ARE SUBORDINATE TO CODES AND STANDARDS SET BY U.L. 3. IT SHALL BE UNDERSTOOD THAT ALL THE WORK PERFORMED SHALL BE BY A LICENSED ELECTRICAL CONTRACTOR IN A FIRST CLASS WORKMANLIKE MANNER. WE COMPLETED SYSTEM SHALL BE FULLY OPERABLE AND IT'S ACCEPTANCE BY THE ENGINEER MUST BE A CONDITION OF THE SUB -CONTRACT. SAID CONTRACTOR SHALL MEET ALL REQUIREMENTS SET FORTH BY ANY LOCAL ORDINANCE AND GOVERNING AUTHORITIES. 4. THE CONTRACTOR SHALL PROVIDE ALL REQUIRED INSURANCE FOR PROTECTION AGAINST PUBLIC LIABILITY AND PROPERTY DAMAGE FOR THE DURATION OF THE WORK. 5. THE CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FREE FROM DEFECTS FOR A PERIOD OF NOT LESS THAN (1) YEAR FROM DATE OF ACCEPTANCE, U.O.N. 6. IT SHALL NOT BE THE INTENT OF THESE PLANS AND/OR SPECIFICATIONS TO SHOW EVERY MINOR DETAIL OF CONSTRUCTION. THE CONTRACTOR SHALL BE EXPECTED TO FURNISH AND INSTALL ALL ITEMS FOR A COMPLETE ELECTRICAL SYSTEM AND PROVIDE ALL REQUIREMENTS NECESSARY FOR EQUIPMENT TO BE PLACED IN PROPER WORKING ORDER. 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING TO ORIGINAL CONDITIONS, ANY AND ALL DAMAGES TO BUILDING SURFACES, EQUIPMENT, ETC. CAUSED DURING THE PERFORMANCE OF WORK.CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ADDITIONAL CHARGE OR DELAYS AND SHALL INCLUDE REPLACEMENT OR REPAIR OF ANY OTHER PHASE OF THE INSTALLATION WHICH MAY HAVE BEEN DAMAGED THEREBY. 8. THE BIDDERS SHALL VISIT THE JOB SITE AND FAMILIARIZE THEMSELVES WITH EXISTING CONDITIONS AND SATISFY THEMSELVES AS TO THE NATURE AND SCOPE OF WORK.THE SUBMISSION OF A BID WILL BE EVIDENCE THAT SUCH AN EXAMINATION HAS BEEN MADE. LATER CLAIMS FOR LABOR, EQUIPMENT OR MATERIALS REQUIRED OR FOR DIFFICULTIES ENCOUNTERED WHICH COULD HAVE BEEN FORESEEN HAD AN EXAMINATION BEEN MADE, WILL NOT BE ALLOWED. 9. IT SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR TO PROVIDE ALL LABOR, MATERIALS AND SUPERVISION NECESSARY TO ACCOMPLISH THE WORK AS SHOWN AND/OR NOTED ON THE PLANS. 10. IT SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR FOR THE ADVANCE ORDERING OF LONG LEAD ITEMS, AS TO NOT INTEFERE WITH THE PRODUCTION OF OTHER TRADES RESULTING IN ANY DOWN OR LAG TIME. THE CONTRACTOR SHALL NOT ORDER ANY ITEMS UNTIL APPROVED SHOP DRAWINGS ARE RETURNED TO HIM. 11. THE CONTRACTOR SHALL KEEP ALL AREAS WHERE WORK IS BEING PERFORMED FREE FROM DEBRIS AT ALL TIMES AND SAID AREAS SHALL BE LEFT BROOM CLEAN AT THE END OF EACH WORKING DAY. 12. ALL CONDUCTORS SHALL BE COPPER, TYPE THHN/THWN EXCEPT WHERE OTHERWISE REQUIRED BY U.L OR CODES. MINIMUM WIRE SIZE SHALL BE #14 AWG, EXCLUDING CONTROL WIRING. CONDUCTORS #10 AND SMALLER MAY BE SOLID. ALL THOSE #8 AND LARGER TO BE STRANNED. 13. - CONDUCTORS SHALL BE IN 1/2" MIN. CONDUITS. ALL CONDUITS SHALL BE GALVANIZED RIGID .STEEL (GRS) EXCEPT THAT: (a) PVC CONDUITS MAY BE USED UNDERGROUND PROVIDED ELBOWS AND RISERS ARE GRS, WHERE SUBJECT TO PHYSICAL DAMAGE (b) ELECTRICAL METALLIC TUBING (EMT) MAY BE USED IN OR ON WALLS OR CEILINGS WHERE NOT SUBJECT TO MECHANICAL DAMAGE, DAMP OR CORROSIVE CONDITIONS, (c) LIQUID TIGHT FLEXIBLE CONDUIT WHERE REQUIRED, (d) FLEXIBLE METALLIC CONDUIT WHERE REQUIRED IN DRY LOCATIONS ONLY. ..ALL CONDUITS IN HAZARDOUS AREAS (PER NEC) SHALL MEET THE REQUIREMENTS OF NEC CHAPTER :AR��� 14. ALLMrCXnW MR1SNXRFWANSI %JRM0I&ffyN�1R&M STt��N�Wl3 ANS ARE TO DETERMINE LOAD DATA AND PANEL SIZES. THE EXACT ROUTING SHALL BE DETERMINED IN THE FIELD. UNLESS NOTED OTHERWISE. is. A SEPARATE, GREEN TYPE THWN COPPER GROUND CONDUCTOR SHALL BE RUN FROM GROUND LUG OF EACH GROUNDED RECEPTACLE TO AN APPROVED CONNECTION INSIDE THE ENCLOSING STEEL OUTLET BOX. DEVICE MOUNTING SCREWS SHALL NOT BE CONSIDERED AN APPROVED GROUND. A SEPARATE GROUND CONDUCTOR SHALL BE INSTALLED IN EVERY CONDUIT AND RACEWAY AND SECURELY BONDED IN AN APPROVED GROUNDING TERMINAL AT BOTH ENDS OF THE RUN. THE GROUNDING CONDUCTOR SHALL BE SIZED IN ACCORDANCE WITH TABLE 250-122 OF THE N.E.C. CONTRACTOR SHALL SIZE CONDUIT TO ACCOMMODATE ADDITIONAL CONDUCTOR: 16. TYPE WRITTEN CIRCUIT INDEX SHALL BE AFFIXED TO INSIDE SURFACE OF EACH PANELBOARO DOOR, CLEARLY INDICATING AREA AND TYPE OF LOAD SERVED BY EACH BRANCH CIRCUIT PROTECTIVE DEVICE, INCLUDING SPARES. HAND PRINTED WILL NOT BE ACCEPTED. n. WHERE CORE DRILLING OF FLOORS/WALLS IS REQUIRED, THE CONTRACTOR SHALL SEAL OPENINGS WATERTIGHT AFTER UTILITIES HAVE BEEN INSTALLED. LOCATION OF CORED HOLES, SHALL COORDINATE WITH LOCATION OF EQUIPMENT IN A MANNER THAT IS CLEAN AND FUNCTIONAL. THE CONTRACTOR SHALL INSTALL ONLY ONE CONDUIT PER HOLE AND SEAL THE OPENING AROUND THE CONDUIT. 18. PROVIDE FIRE RETARDANT U.L. APPROVED SEALANT ON ALL. PENETRATIONS, WALLS AND STRUCTURAL SLABS. IT SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR TO VERIFY PRIOR TO SUBMITTING BID, THE LOCATIONS OF ALL SUCH FIRE RATED PARTITIONS, WALLS, AND STRUCTURAL SLABS. 19. UNLESS NOTED AS EXISTING, ALL EQUIPMENT, WIRING, DEVICES, ETC. SHALL BE NEW. 20. ALL DISCONNECT SWITCHES SHALL BE SIZED BY NEC REQUIREMENTS TO ACCOMODATE EQUIPMENT SERVED, INCLUDING REQUIRED FUSES. SWITCHES SHALL BE HP RATED FOR MAX. HORSEPOWER, GENERAL DUTY TYPE. ENCLOSURES SHALL BE AS REQUIRED BY N.E.C. AND LOCATION. 21. LOAD DATA IS BASED ON INFORMATION GIVEN TO THE ENGINEER AT THE TIME OF DESIGN. THE CONTRACTOR SHALL ALL VERIFY CIRCUIT PROTECTIVE DEVICE AND EQUIPMENT NAMEPLATE RATINGS BEFORE ORDERING. 22. ALL FUSES SHALL BE DUAL ELEMENT, CARTRIGE TYPE, U.L LISTED, WITH: (a) NON TIME DELAY FUSES IN MAIN SWITCHES AND SWITCHES FEEDING PANELS. (b) TIME DELAY FUSES FOR MOTOR AND HVAC CIRCUITS. FUSES 600A OR LESS SHALL BE CLASS RK1 TYPICAL U.O.N. FUSES OVER 600A SHALL BE TYPE L. 23. ALL UNDERGROUND RACEWAYS SHALL BE MINIMUM 3/4% SCHEDULE 40 PVC. ALL OTHER RACEWAYS TO COMPLY WITH GOVERNING CODES. WHERE RIGID STEEL IS USED, IT SHALL BE COMPLETELY COATED WITH AN ALKALI AND RUST RESISTANT BITUMASTIC PAINT, COPPER No. 50, AND THREADS SHALL BE COATED WITH ZINC CHROMATE. RIGID STEEL SHALL ALSO BE USED WHEN CONDUIT IS EXPOSED TO EXTERIOR ENVIRONMENT SUCH AS EXTERIOR OF BUILDING OR WHERE IT IS EXPOSED AND SUBJECT TO DAMAGE, INSIDE OF BUILDING. 24. ALL CIRCUIT BREAKERS SHALL BE INVERSE TIME TYPE (THERMAL -MAGNETIC). TWO AND THREE POLE CIRCUIT BREAKERS SHALL BE COMMON TRIP. TIE HANDLES ARE NOT PERMITTED. 25. ALL ELECTRICAL EQUIPMENT SHALL BE RANTIGHT (NEMA 3R) WHERE EXPOSED TO THE WEATHER. ALL FLEX CONDUITS CONNECTED TO SUCH EQUIPMENT SHALL BE LIQUIDTIGHT. 26. OUTLET BOXES SHALL BE PRESSED STEEL IN DRY LOCATIONS, CAST ALLOY WITH THREADED HUBS IN WET OR DAMP LOCATIONS AND SPECIAL ENCLOSURES AS REQUIRED FOR OTHER CLASSIFIED AREAS. U.O.N. PROPER PLASTER RINGS SHALL BE USED WITH OUTLET BOXES. PLASTER RINGS SHALL BE A MAXIMUM OF 1/8" FROM THE FINISHED SURFACE OF THE DRYWALL AFTER THE DRYWALL IS INSTALLED. PROPER COORDINATION BETWEEN THE ELECTRICAL CONTRACTOR AND THE GENERAL CONTRACTOR FOR RING INSTALLATION IS REQUIRED. NO "GOOF" RINGS WILL BE ALLOWED. ALL OUTLET BOXES SHALL BE SECURELY FASTENED. ANY AND ALL IMPROPERLY INSTALLED PLASTER RINGS OR OUTLET BOXES SHALL BE REMOVED AND A NEW RING OR OUTLET INSTALLED AT THE CONTRACTOR'S EXPENSE. 27. ALL CONNECTIONS TO GROUND RODS SHALL BE MADE WITH U.L. APPROVED WELDED CONNECTIONS, U.O.N. THE CONTRACTOR SHALL FORM A GROUNDING ELECTRODE SYSTEM AS PER NEC 250-50. 28, ALL ELECTRICAL CONDUCTORS SHALL BE INSTALLED IN AN APPROVED RACEWAY, MC, EMT, IMC, RIGID GALVANIZED CONDUIT OR SCHEDULE 40 P.V.C. MAXIMUM NUMBER OF 120V CIRCUITS ALLOWED IN A COMMON CONDUIT SHALL BE SIX (6). THE CONTRACTOR SHALL STRICTLY .CONFORM TO N.E.C. REQUIREMENTS OF DERATING FOR CONDUCTOR AMPACrrY AND CONDUIT FILL. 29. FOR A 240V SYSTEM (IF APPLICABLE), CONDUCTORS SHALL BE COLOR CODED AS FOLLOWS: NEUTRAL - WHITE, PHASE A - BLACK, PHASE B - RED, GRND. CONDUCTOR - GREEN. 3o. ENGRAVED, LAMINATED PLASTIC IDENTIFICATION PLATES SHALL BE FURNISHED AND INSTALLED ON ALL PANELS AND SWITCHGEAR. PLATES SHALL BE AFFIXED TO FRONT OF PANELS, INDICATING PANEL NAME, VOLTAGE AND AMPERAGE. 51. CONTRACTOR SHALL MAINTAIN A COMPLETE SET OF CONTRACT DRAWINGS AT JOB SITE WITH COLORED MARKINGS INDICATING PROGRESS OF WORK. THIS SET OF CONTRACT DRAWINGS IS TO BE SEPARATE FROM AND IN ADDITION TO CONTRACTOR'S CONSTRUCTION SET. EVERY UNIT OF EQUIPMENT, DEVICE, CONDUIT AND WIRE IS TO BE MARKED WHEN INSTALLED. USE "GREEN" TO INDICATE INSTALLATION AS SHOWN ON DRAWINGS AND USE "RED" TO INDICATE FIELD CHANGES. UPON COMPLETION OF WORK, THIS SET OF CONTRACT DRAWINGS IS TO BE TURNED OVER TO, AND BECOME PROPERTY OF THE ELECTRICAL ENGINEER. 32. ALL SWITCHGEAR AND PANELS SHALL BE THE PRODUCT OF THE SAME MANUFACURER. THE SYSTEM DESIGN IS BASED ON SQUARE D. COMPARABLE EQUIPMENT BY G.H. OR SIEMENS IS ACCEPTABLE. TANDEM AND HALF -SPACE CIRCUIT BREAKERS SHALL NOT BE USED.. CONTRACTOR SHALL SUBMIT 6 COPIES OF EQUIPMENT SHOP DRAWINGS FOR ELECTRICAL EQUIPMENT TO THE ENGINEER FOR REVIEW, PRIOR TO ORDERING SUCH EQUIPMENT. 33. THE ELECTRICAL CONTRACTOR SHALL MEET AND COORDINATE WITH LOCAL POWER, TELEPHONE AND CAN COMPANIES AT THE SITE PRIOR TO CONSTRUCTION. 34. IF ELECTRICAL CONTRACTOR HAS QUESTIONS, OR IN THEIR OPINION FINDS OMISSIONS OR ERRORS ON ELECTRICAL DOCUMENTS, IT IS THEIR RESPONSIBILITY TO BRING THIS TO THE ATTENTION OF THE ELECTRICAL ENGINEER IMMEDIATELY. IF ELECTRICAL CONTRACTOR PROCEEDS WITH ANY CHANGES TO THE CONTRACT DOCUMENTS, WITHOUT PRIOR WRITTEN APPROVAL FROM THE ELECTRICAL ENGINEER, CONTRACTOR WILL NOT BE COMPENSATED. 35. ALL. FLUORESCENT LIGHT FIXTURES THAT UTILIZE. DOUBLE -ENDED LAMPSANDCONTAIN BALLASTS THAT CAN BE SERVICED IN PLACE SHALL BE EQUIPPED WITH DISCONNECTING MEANS AS PER NEC-2011. (410.130(G)). PANEL SCHEDULE A NEW Rated Voltage: 1201240V 1PH,3VV, Rated Amps (Cu bus) 200A SPACES, Main: MILD Manufacturer. SQUARE D'QO Mounting: FLUSH 42" Location: GARAGE Type: NEMA 1' Project No: Powers A.I.C. Rating: IOKSERIES RATED KVA, KVA NOTES CIRCUIT DESIGNATION O.C.P. AWGtNMS AM I OTHER HVAC JLGTIREC LINE APPL I OTHER WAC LGTIREC AWGNMS O.C.P. CIRCUIT DESIGNATION NOTES 1 WATER HEATER 30/2 #10 2,25 1 0.00 #12 1512 AHU-2 2 3 3 2.25 2 0.00 4 3 5 AHU-1 1512 #12 0.00 1 3.80 #8 40/2 DOUBLE OVEN 6 7 0.00 2 3.80 8 9 RANGE 5012 #6 4.60 1 1110 #12' 20/4 REFRIGERATOR 10 8 11 4.50 2 1.50 #12 2011 KITCHEN SMALL APPLIANCE 12 8 8 13 DISHWASHER DISPO DISPOSAL 2012 #12 1.20 1 2.50 #10 3012 DRYER 14 8 15 1.00 2 2.50 16 8 17 KITCHEN SMALL APPLIANCE 2011 #12 1.60 4 1.20 #12 2011 WASHER 18 8 19 MICROWAVE 2011. #12 1_20 2 #12' 2011 BAHROOM #1 20 8 21 LAUNDRY CIRCUIT 2011 #12 1.50 1' #12 205/1 GARAGE REC. 22 2 E 23 LIVING ROOM R€C. 2011 #12 2 1.10 #12 2011" GARAGE DOOR OPENER 24 4 25 MASTER BEDROOM REC. 'l511 #14 1 # 4 1 1511 KITC ENIL VI LI HTS H I NG G 26 2, 8 27 WATER FILTER SYSTEM 2011 #12 0.60 2 #44 ISM FAASTER BEDROOMIGARAGE LIGH1 28 2,8 8 29 BATHROOM # 2 2011 #12 1,50 1 1.50 #12 2011' BAHROOM #3 30 8 2,S 31' SECOND FLOOR LIGHT 1511 #14 1 2 #14 1511 BEDROOM # N BONUS ROOM REG. 32 2,8 2,8 33 BEDROOM #211BONUS ROOM REC 1511 #14 1 SPACE 34 35 SPACE 2 SPACE 36 37 SPACE 1 SPACE 38 39 SPACE 2 SPACE 40' 41; SPACE 1 SPACE 42' SUBTOTAL CONNECTED LOAD-, 18.4 0.0 0.0 1 3.6 1 16.$ 1 1.1 1 0.0 1.5 : SUBTOTAL CONNECTED LOAD' Area in Sq. Ft = 3614.0 AIC Load @1001/a 0,0 note 1: HCAR Breaker Appliance Load @ 75%: 23:0 note 2' Receptacle@3W/SgFt. Connected Additional Ligiting(Receptacle Load @100% 5A note 3 Non-Cuncurrent Load (A/C) COOKING & DRYER @100% 1.1 note 4 G.F.C.I. We circuit breaker Receptacles @ 3W/Ft.: 3:0 note 5 photo cell controlled TOTAL CONNECTED LOAD: 35 KVA notes Pro4delockable WeC:B. 146 A- note 7 VerIV OB size With Equ!pt. Name plate NOTE: DEMAND LOAD AS PER NEC 2011 220.40 note s' Arch Fault Circuit Interrupter PANEL SCHEDULE COMBO METER / LEAD CENTER'®M" Rated Voltage: 1201240V 1PH,3W Manufacturer: SQUARE D Mountina: SURFACE Rated Amps: (Cu bus) 250A SPACES: 12 Location: EXTERIOR WALL Type: NEMA 3R Main: MLO Project No: Powers A I.C. Rating; 22K KVA KVA NOTES CIRCUIT DESIGNATION O.C.P. AW�MS APPL OTHER HVAC LGTIREC LINE APPL OTHER HVAC LGTIREC AWGINMS O.C.P.!. CIRCUIT DESIGNATION NOTES 1 PANEL A 20012 SEE RISER 18.40 10.80 3m 1 0.00 095 0.00 0.00 10 3012 WELL PUMP 2 3 16.40 8.80 1.50 2 0.00 8-95 0.00 0.00 4 5 CU-1 5012 8 0.00 0,00 3.80 0.00 1 0.00 0.00 1.20 0.00 1"2 20t2 CU-2 1 7 0.00 5.70 3.80 0.00 2 1' 20 8 9 SPACE - 1 SPACE 10 19 2 1 12 SUBTOTAL CONNECTED LOAD: 34.8 5,7 27.2 5:1 0.0 1.9 2.4 0.0 : SUBTOTAL CONNECTED LOAD Aparment Area in Sq. Ft. = 3614.0 A/C Load @100% 29.6 note 1 HCAR Breaker Tots l less AIC= 58.34 Appliance Load @ 100%: 34.8 note 2 ReceptaCle @ 3WISq.Ft St 1OK Watts @ 1'000/6= 10.00 Connected Additional Lighting/Receptacle Load @tOC!%: 5A note 3 Non-CuncurretltLoad (AIC) Remainder @ 40°IP 19.34 Other Load @100%, T6 note 4 G.F.C:1. type circuit breaker SPACE HEATING @66% AIC@100°1- 20.60 Receptacles @ 3W/Ft.: 10.8 note 5 photo cell controlled TOTAL DEMAND KVA-- 58.9 TOTAL CONNECTED LOAD': 88 KVA note 6 PROVIDEHANDLETIE TOTAL DEMAND AMPS= 246 note 7 1eniyC/B size With Equipt. Name plate NOTE: DEMAND LOAD AS PER NEC 2011 220.82 note B Arch Fault Circuit interrupter EXTERIOR WALL - SOUTH -I GARAGE METER 250A PANEL "M" NEW COMBO METER/LOAD CENTER "M" 25,0A SERVICE DISCONNECTS METER O MILO MAINS A 1 TO 6 22K AIC COORDINATE CONNECTION TO UTILITY SERVICE WITH UTILITY COMPANY PRIOR TO BID/ROUGH IN. HAND -HOLE AT THE BASE OF THE UTILITY POLE BY UTILITY COMPANY a _ , 120/240v N 1PH, 3W NEMA 3R Ci III NEW PANEL A 200A MILO 10K AIC 120/240V 1PH, 3W NEMA 1 733 d--� ai 12" MIN. m NEW #1/OAWG GND, NEW (3)2/0 AWG, 1#6AWG EGC, CU THWN, TIE TO CU THWN, IN 2" NMC NEW 3-3/0 AWG, BMETALLIC CAP WITHIN U THWN, IN 2" NMC BY UTILITY COMPANY 5' OF ENTRANCE POINT ELECTRICAL RISER N.T.S NOTES: O 1. INTERSYSTEM GROUNDING BRIDGE W/ CONDUIT ADAPTER AND PROTECTION COVER, ARLINGTON MDL# GBB50P (UL LISTED), OR APPROVED EQUAL 2. TIE TO PHONE/CAN UTILITY CABINET 3. PROVIDE WARNING TAPE 4. GENERATOR AND FEEDER UNDER SEPARATE PERMIT. PROVIDE PROPER SIGNAGE AS PER NEC 2011 110-16. SIGNAGE TO STATE: "WARNING! ARC FLASH HAZARD. APPROPRIATE PPE REQUIRED. FAILURE TO COMPLY CAN RESULT IN DEATH OR INJURY. REFER TO NFPA 70 E." FULL SIZE COPPER CABLE TO SERVICE GEAR PROVIDE FULL SIZE COPPER CABLE BETWEEN ALL GROUND RODS CLAMP ON FITTING #6 SOLID COPER TO TELEPHONE BOARD OPPER CLAD GROUND ELECTRODE ROD TO BE NOT LESS THAN 3/4"x 10' LONG 6'-0" MINIMUM I, NOTES: fi 1. CONNECTIONS' MADE WITHIN SIFT OF POINT OF ENTRANCE OF MELALLIC PIPE 2. PROVIDE MIN.' 2 GROUNDING RODS GROUNDING ROD DETAIL NOT TO SCALE DATE: AL 03/28/18 scrott archer studio Sustainable Architecture Interiors Planning Consulting 412 SW 14th Street Ft. Lauderdale, Florida 33315 Phone 954.235.4361 w ) z W J_ Q U) W W ® J W WD 77, TW J Cn UZ Ua 0 WZ W 4 J LL U U J I- Cn I- Ir O 0- F ro 0 w Y W w a) x U a E-2 -------- -----'------_----"-------------- i BED3 o A 7 4X6) 200 CFM o 203 (1 = J BONUS' J ROOM {} 202 9"0 fUI A AX6) 6 0 s'0 200 GFM �', 4�It� 004CFM 8"o 6"0 14XI5 HU-2 R.A.G. 0 TON R.A.G 4- 414X6 LLWAY 6 A14X6) 206 105"0 5CFM Q F 0 1#12 € 5°o ; A 6X6 125 24X 16 R.A.G. U ir---- A 6X6 BATH 3\- 50 CFM 0*5 1 I EF-1 i 10' 0„ 80 GYP, CEILING I I I � 1 I I----------------------------------------------------.�®-_-_---------" t l MECHAWCAL SECOND FLOOR PLAN scale: 1/4' = V-0' DRAWING KEYNOTES ( 6" BATHROOM EXHAUST THRU WALL WITH INSECT SCREEN AND WALL CAP. 8" KITCHEN HOOD EXHAUST THRU ROOF WITH INSECT SCREEN AND ROOF CAP. O 4 DRYER EXHAUST THRU ROOF WITH BACK DAMPER AND ROOF CAP. MINIMUM 26 GAUGE SHEET METAL. DRYER EXHAUST LESS THAN 200 CFM. 0 REFRIGERANT LINES ALONG WALL WITH LINE COVER. Q CONDENSER UNIT ON RACK MUST BE THE SAME ELEVATION AS FINISH FLOOR, 12" ABOVE FLOOD ELEVATION PER FMC—SECTION 301.16-2014 AND FBC 1612.4.2014. O PROVIDE SHEET METAL DUCT IN GARAGE MINIMUM 26 GAUGE PER FBC 2014 5TH ED. SECTION R302.5.2 �i KITCHEN HOOD EXHAUST SHALL BE LESS THAN 800 CFM PER FBC 2014 5TH ED. SECTION M1503.4 EXCEPTION ((B . THERE SHALL BE NO GRAVITY VENT APPLIANCES WITHIN THE CONDITIONED LIVING SPACE OF THE STRUCTURE. MECHANICAL FIRST FLOOR PLAN scale: 1/4' = V-0' SUBMITTAL DATE: 03/28/18 scott archer studio Sustainable Architecture Interiors I Planning Consulting; 412 SW 14th Street Ft- Lauderdale, Florida 33315 1 Phone 954.235..4361 —I LL W U J F- O a pa Q J Q Ob O J co LL U Q U � o Z m Q 0 2 W CrI O o oD o � N M-1 <+•��+ Mi .. •.;� goy , ••q,..AA ' -----------------------------------------------------------------------------, -----------------------------__ __------------------------'----------------------- o Archer AR 95506 MASTER i QUITE SACK I I I 107 PORCI..I i + ISSUE: DATE:' i i € i I i A T4X i 200 C i i i L I BED 3 A 14X6) j 203 200 CFM ( . .......................... BONUS ROOM 202 9^� 8 0 A 14X6) 9::0 ...._._— 200 CFM N x AO 4X6) r` 200 CFM _ 8^0 -- �� 6 0 14X6 _ R.A.G. R AXG. 2 0 TON —_..._ LLWAY A 14X6 r--- - 14X6 5^0 ..-206R.A.G. 150 CFM I 3 i I � I 4X12 A X - 2X18 R.A.G. i A 6X6 ''�\ BATH 3205 50 CFM \ _. EF-1 i 10 0:: 80 �FM_- r:~ _ YP. CEILING t G i 1. BLDG. COMMENTS 05.20.1 OWNER CHANGES A 14X6) ' ! � � I 200 CFM I 1 I I I I i � a 8^o LIVING 34X8 106 GU 2 ------ ... R.A.G. A 14X6) A 14X6) I / 200 CFM 200 CF i i a 1 10^ aYJ € I I 4 / 34X8 DINING _ it /A 6X6 R.A.G,1p5 t l scotY archer studio ........2.5.CFM5"0pI 9 It ustainable Architecture ...SA(14X6) EF Interiors 150 CFM 80......................................................... .. ... -- .. ........._.......Plannin - . g 8^� 9110 Consulting BATH 1 14X12 - a, - I 106 ........... 412 SW 14th Street 1 2 O ..... f l $ _ Ft. Phoner954 235.4361 orida 33 r 3 _ . 15 E ... 30 2 LI ._.I ...x._:_�.. . � � ....:x... 1 - .. .....-.. .. .... .ic ...:..._ i I p cal ...;_ A 8X8 1 u l� _ 1 ! 103 �.�F....,..g. 100 CFM A 14X6) ... HALL A 200 CFM 1 1 1 I J r , ! LAUNDRY i L I 104 r-I —i LU ------_ ____ aJ 4.O To I ~ ______ _ ___ __ __I___--__________________-____ ________ ,_� 20X14 20X14^� a GARAGE 5' rFRONT .. 109 6 1 FOYER PORCH F - 0 CFM B TH �( �X6 A 10X6) -.. \' € 7 n, € o , _ O�i0 CFM 175 CFM a _--_---------_ - - _--- ---- --- I I I I - ECHO ICE. SECOND FLOOR PLAN h U = % Zscale: 1/4" _ ,� —�,0" I 1 [ i LIJ Cl)i � t W III \IJ 7 1 4" BATHROOM EXHAUST THRU WALL WITH INSECT SCREEN AND WALL CAP. N O2 6 KITCHEN HOOD (EXHAUST THRU WALL WITH INSECT SCREEN AND WALL CAP. Uj MECHANICAL FIRST t 1 0 0 Rx >� 26 GAUGE SHEET METAL. DRYER EXHAUST LESS THAN 200 CFM. O REFRIGERANT LINES ALONG WALL WITH LINE COVER. scale: 1/4" = V-0" O-CONDENSER UNIT ON RACK MUST BE THE SAME ELEVATION AS FINISH FLOOR,12" ABOVE O FLOOD ELEVATION PER FMC SECTION 301.16-2014 AND FBC 1612.4.2014. Us PROVIDE SHEET METAL DUCT IN GARAGE MINIMUM 26 GAUGE PER FBC 2014 5TH E . SECTION R302.5.2 O KITCHEN HOOD EXHAUST SHALL BE 'LESS THAN 800 CFM PER FBC 2014 5TH ED. SECTION M1503.4 EXCEPTION ?). THERE SHALL BE NO GRAVITY VENT APPLIANCES WITHIN THE 77 CONDITIONED LIVING SPACE OF THE STRUCTURE. 00 1 r ral � a T : NOTE: KE HAVE FIRE SM U Q ALL INSULATION AND DUCTWORK SHALL 0 I G W I RATING LESS THAN 25/50. Z 2 W ccao lil 'Il L I M1 II I I I I ''I iI[' SYSTEM SCHEDULE AIR HANDLING UNIT AIR COOLED CONDENSING UNIT SYSTEM DATA MA S MODEL CFM ESP FAN UNIT MAX VVT MARK MODEL TNT ELECTRICAL COMPRESSOR FAN UNIT MAX COOLING CAPACITY SEER HEATING HSPF REF. LINES TOTAL CA HP CITY. TONS LA CITY FLA MOCP TMBH SMBH TMBH SUCTION LIOUID NO. MCA MOCP LBS NO. LEIS VOLTS-PH-HZ MCA AHU-1 HEIL 1400 5 1/2 5.4 15 135 CU-1 HVH848GKA HEILL 244 240-1-60 1 4.0 17.9 1 1.4 31.5 50 46.0 31.4 16 50.5 11 FVM4X24008 AHU-2 HEIL 000 - 5 1/2 5.4 15 172 CU-2 HEILL 154 240-1-60 1 2.0 6.8 1 0.58 13.5 20 24.0 18.3 16 24.4 10.5 FVM4X4800B HW824GKA SPLIT SYSTEM NOTES: 6. MATERIALS: 1. OUTSIDE AIR DESIGN CONDITIONS: 91'FDB - 79'FDB. 2. PROVIDE A/C .UNITS WITH PROGRAMMABLE HEATING AND COOLING THERMOSTAT WITH A. REFRIGERANT PIPING: SHALL BE TYPE L SOFT DRAWN, COPPER TUBING, ON -OFF SWITCH SUB -BASE. (WIRED AND INSTALLED BY ELECTRICAL CONTRACTOR) DEHYDRATED FOR REFRIGERANT USE. SIZED AS SHOWN ON DRAWINGS OR AS 3. PROVIDE PROPER VIBRATION ISOLATORS AS PER ISOLATION PER AIR CONDITIONING EQUIPMENT MANUFACTURER'S RECOMMENDATIONS. MANUFACTURER'S RECOMMENDATIONS. PROVIDE FILTER RACK UNDER B. INSULATION: REFRIGERANT SUCTION PIPING AND CONDENSATE PIPES SHALL BE AHU. INSULATED WITH 3/4" THICK FOAMED PLASTIC INSULATION, FIRE RETARDANT TYPE. 4. INSTALL CHEMICAL DRYER AND STRAINER IN REFRIGERANT LIQUID LINES. INSULATION SHALL BE INSTALLED IN PIPING BEFORE ASSEMBLY. NO SPLIT 5. PROVIDE BUILT-IN DISCONNECT WITH ALL AIR HANDLING UNITS. INSULATION WILL BE ACCEPTABLE. SEAL JOINTS WITH MANUFACTURER'S APPROVED ADHESIVE AND GREY TAPE. FAN SCHEDULE MARK SELECTION: BASED ON TYPE/ CFM MOTOR DATA DRIVE SONES UNIT SERVICE OR INC WEIGHT MAKE MODEL NO. WATTS. :AMP VOLTS -PH- HZ r ' IT-1 PANASONIC FV-OM BATHROOM 80 7. - 120 DRIVE 0.3 12.1 GENERAL FAN NOTES 1. PROVIDE MOTOR STARTERS, DISDONNECTS AND ALL ASSOCIATED CONTROLS ON ALL FANS. 2. PROVIDE BACKDRAFT FOR ALL EXHAUST FANS . 1 FIELD ADJUST OPENINGS 'MTH STRUCTURE. 4. PROMDE SIRDSCREEN ON ALL INLETS AND OUTLETS. 5. SWITCH WITH LIGHTS -. Provide 6-20 ga.- L S T A 9 hurricane straps er A/C unit. By Simpson 'A.) 2-3/8' x.314" long A307 steel galy. bolts and nuts fastened to web of Aluminum Stand Rail B.) 3-5/8" #10 TEK screws to Aluminum Stand Rail C.) Use 1/8" fillet weld all around each strap Pad ) By A/C Contractor Examplespies Vibration Pad �RP. 3/4' - 2"x2" RP. 3 , 2"x2'I ' d PROVIDE PRECISION ALUMINUM PRE-FRABRICATED ALUMINUM ROOF MOUNTED AC CONDENSING UNIT STAND. STAND SHALL HAVE NOA NO. 16-0601.01 OTHER MANUFACTURERS WITH APPROVED NOA NUMBER ARE ACCEPTABLE. a CONDENSING UNIT MOUNTING D N.T.S. SPRING & NEOPRENE TYPE VIBRATION ISOLATORS TYP. 3/8" HANGING RODS DINATE STRUCTURAL ENGINEER A D//OR ARCH. ON HOW TO FASTEN TO STRUCTURE MOUNTING CLIPS OR UNITS CONNECTION TO SUPPORT RODS AS RECOMMENDED BY MFG. ELECTRIC HEAT ASSEMBLY FLEXIBLE DUCT CONNECTOR SUPPLY AIR DUCT TRANSITION AS REQUIRED PROVIDE 24" SERVICE CLEI FOR ALL ACCESS PANELS SEAT F B ASE ATTAC H TO C AP TRANSITION AS REQ'D. RETURN AIR DUCTWORK FILTER & RACK ASSEMBLY 1-3/4" WIDE GALV. SHEETMETAL STRAP SECURED TO UNIT - INSULATED CONDENSATE DRAIN AND TRAP (SEE PLUMB. FOR CONTINUATION) REFRIGERANT LINES TO CONDENSING UNITS INSULATE SUCTION LINE) AIR HANDLING UNIT AUXILIARY DRAINPAN-SHALL BE 3" LARGER THAN AHU ON ALL SIDES AND 1.5 HIGH MINIMUM (CONSTRUCTED FROM 24 GA. GALVANIZED S.M.) 1. PROVIDE FLOAT SWITCH IN DRAINPAN WIRED TO SHUT DOWN AC UNIT IN CASE OF CONDENSATE STOPPAGE. A.H.U. HANGING DETAIL INSECT SCREEN MnTF- TYPICAL Z BAR AND WIRE DUCT HANGING DETAIL SECURE WIRE 10" 0 MAX. FLEXIBLE DUCT SHALL BE SUPPORT PER FBC M1601.4.4.4 1. HORIZONTAL DUCT SHALL BE SUPPORT AT INTERVALS NOT GREATER THAN 5 FEET 2. DUCT SAG BETWEEN SUPPORT SHALL NOT BE EXCEED 1/2" PER FOOT OF LENGTH 3. DUCT STRIP SHALL BE DIVERSITECH DUCT 1-3/4" POLYPROPYLENE HANGER STRAP OR EQUAL. METHODS OF HANGING DUCTS DETAIL N,T,S, AIR DISTRIBUTION SCHEDULE FA DIFFUSER TYPE FAcFM DIFFUSER OFM TAG MANUFACTURER & MODEL NO. NOTES: 4-WAY ADJUSTABLE A 11TUS 250-AA OPPOSED BLADE DAMPER ALUMINUM DIFFUSER B TITUS 300/350 ALUMINUM RETURN GRILL NOTES: 1. ALL GRILLS MUST BE APPROVED BY OWNER/ARCHITECT. T VE CAP DETAIL 'H GREEN IOW HVAC GENERAL NOTES 1. GENERAL A. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE FLORIDA BUILDING CODE (MECHANICAL 2017 6TH ED.) AND WITH ALL APPLICABLE REGULATIONS. B. DRAWINGS: REFER TO ALL DRAWINGS FOR COORDINATION OF THE HVAC WORK. C. ARRANGE AND PAY FOR ALL PERMITS LICENSES, INSPECTIONS AND TESTS. OBTAIN THE REQUIRED CERTIFICATES AND PRESENT TO OWNER. D. GUARANTEE: THE COMPLETED INSTALLATION SHALL BE FULLY GUARANTEED AGAINST DEFECTIVE MATERIALS AND/OR IMPROPER WORKMANSHIP FOR A MINIMUM OF ONE YEAR FOR MATERIAL AND LABOR. ALL COMPRESSORS SHALL BE GUARANTEED FOR 5 YEARS MINIMUM. 2. NOT USED. 3. DESIGN PARAMETERS A. INDOOR DESIGN TEMPERATURE (SUMMER): 78F DB B. INDOOR DESIGN TEMPERATURE (WINTER): 72F DB 4. ALL THERMOSTATS SHALL HAVE HEATING MODE MAXIMUM SETTING OF 75 F, AND COOLING MODE MINIMUM SETTING OF 70 F. THE THERMOSTAT SHALL BE ARRANGED TO PREVENT THE SIMULTANEOUS OPERATION OF HEATING AND COOLING. 5. ELECTRICAL CONTROLS AND POWER WIRING: UNDER ELECTRICAL CONTRACT. 6. EQUIPMENTSPECIFIED BY MANUFACTURER'S NUMBER SHALL INCLUDE ALL ACCESSORIES, CONTROLS, ETC., LISTED IN THE CATALOG AS STANDARD WITH THE EQUIPMENT. OPTIONAL OR ADDITIONAL ACCESSORIES SHALL BE FURNISHED AS SPECIFIED.' 7. MATERIALS:' A. REFRIGERANT PIPING: SHALL BE TYPE.L SOFT DRAWN, COPPER TUBING, DEHYDRATED FOR REFRIGERANT USE. SIZED AS SHOWN ON DRAWINGS OR AS PER AIR CONDITIONING EQUIPMENT MANUFACTURER'S RECOMMENDATIONS. B. INSULATION: REFRIGERANT SUCTION PIPING AND CONDENSATE PIPES SHALL BE INSULATED WITH 3/4"THICK FOAMED PLASTIC INSULATION, FIRE RETARDANT TYPE. INSULATION SHALL BE INSTALLED IN PIPING BEFORE ASSEMBLY. NO SPLIT INSULATION WILL BE ACCEPTABLE. SEAL JOINTS WITH MANUFACTURER'S APPROVED ADHESIVE AND GREY TAPE. C. DUCTWORK: A. ALL SUPPLY AIR DUCTWORK SHALL BE 1-1/2" THICK FIBERGLASS DUCTBOARD, FABRICATED AND INSTALLED AS PER LATEST EDITION OF SMACNA "FIBROUS GLASS DUCT MANUAL". R-8.0 MIN. 8. ALL OUTDOOR AND EXHAUST AIR DUCTWORK SHALL BE GALVANIZED SHEET METAL OR ALUMINUM DUCT NOT LIGHTER THAN 24 GAGE. C. ALL DUCT DIMENSIONS ARE CLEAR INSIDE DIMENSIONS. D. FLEXIBLE INSULATED DUCTWORK WITH 1-1/2" THICK FIBERGLASS INSULATION WITH FRK VAPOR BARRIER. R-6.0 MIN, B. CONTROLS: AIR CONDITIONING UNITS SHALL BE STARTED AND STOPPED THRU INDIVIDUALI PROGRAMMABLE THERMOSTAT. INDIVIDUAL THERMOSTATS SHALL START/STOP FANS AND ACTIVATE COOUNG/NEATING SYSTEMS AS SELECTED. 9. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID ANY INTERFERENCES THAT MAY DELAY PROGRESS OF CONSTRUCTION. CONTRACTOR SHALL INSTALL ALL NECESSARY OFFSETS, BENDS, AND TRANSITIONS REQUIRED TO PROVIDE A COMPLETE SYSTEM AT NO ADDITIONAL COST TO OWNER. CEILING SUPPLY DIFFUSER CEILING RETURN DIFFUSER WALL SUPPLY GRILL O PROGRAVIABLE T-STAT. NEW FLEXIBLE DUCT, U.L. CLASS 1 (R-8) CAULK TO -PROVIDE - WATERTIGHT SEAL WALL CAP WITH _ n UILT IN DAMPER IMPERIAL MODEL #VTLO018 DUCT j WALL CLAMP) ;.. '. WALL L VVALL _ n } 4 DATE: 03/28/18 scott archer studio Sustainable Architecture Interiors Planning Consulting 412 SW 14th Street Ft. Lauderdale, Florida 33315 Phone 954.235.4361 J LL LL U J F- fn F- Ii O 0- LLl U z LLl W LU Cl)r V rr LU 3: 'Q W QF Ulu OJ T YI W H ZW o Ulu W U) J n U UW ZV o QU o O G N M-2 26'-3„ METAL ROOF OVER WATER T.O. ROOF BARRIER (30# FELT PAPER) 12 (REFERTO NCA FOR REQ'D 4 ..ATTACHMENT &SPACING) HARDI PLANK LAP SIDING W/ HARDI20. 8„ TRIM (REFER TO NOA FOR REQUIRED T.O. BEAM ATTACHMENT & SPACING). 12 4 METAL ROOF OVER WA ER BARRIER (30# FELT PAPER) (REFER TO NOA FOR EQb _ +48.10 ' ATTACHMENT &SPACING) -52.35 [+49.791 EGRESS 13 „ -54.04 T.O. BEAM CONT. 10"STUCCOBAND ' PAINTED STUCCO 21 4" STUCCO BAND ; FLOOR FINISH TYP. (1-1/4 STUCCO STOP) ND (TYP.) (TYP @ ALL GIRD FUR OPENINGS) +41:82 DECOR. WALL SCONCE 1.6 50.51 2 (TYP.) (SELECTED BY CW,. ER) / L 74 CONT. 10" STUCCO BAND I T.O. OPENIN EQ. EQ. — 1.1/4" STUCCO STOP (TYP.) +47.87 +47.87(TYP. @ALL COLUMN BASES) q 62.61 +49.19 b -52.12 n -53.44 a PAINTED STUCCO —� ? O, 0 _ FINISH (TYP.) GROUND FLOOR 0' $ mh O,-6„ 4" STUCCd LEDGE, 2"PAST PERIMETER PORCH GARAGE SLAB (1-114 sruccci STOP) (TYP. @ ALL GIRD FUR WINDOWS) PAINTED STUCCO FINISH (TYP.) SOUTH ELEVATION (FRONT) 1/4�=1 26'_3" T.O. ROOF METAL ROOF OVER WATER 12 BARRIER (30# FELT PAPER) 4' " (REFER TO NOA FOR REQ'D ATTACHMENT & SPACING) 20'-8„ T.O. ROOF BEARING SIDING W/ 4" HARDI TRIM HARDI PLANK LAP 18_8,irym T.O. OPENING (REFER TO NOA FOR REQ D ATTACHMENT & SPACING) 2.7 METAL ROOF OVER WATER 12 BARRIER (30# FELT PAPER) 4 (REFER TO NOA FOR .REQ D +48.10 ATTACHMENT & SPACING) IT 52.35 I EGRESS I' CONT. 10".STUCCO BAND — T.O. BEAM 11 `-44 2ND FLOOR PAINTED STUCCO —/ 4" STUCCO BAND FINISH (TYP.) (1-1/4" STUCCO STOP) (TYP. @ ALL GRD FLR OPENINGS) 1.5> 1.6 1.3 +44.08 +50.13 +5 .13 -48.33 1-1/4" STUCCO STOP LISLE Lj q12 Al COLUMN BASES) 0' r GROUND FLOOR GROUND FLOOR 1/4" = 1' SSUE: DATE: SUBMITTAL 03/28/18 ott archer studio Sustainable Architecture Interiors 1 Planning Consulting 412 SW 14th Street Pt. Lauderdale, Florida 33315 1Phore 954.235.4161' rW V z W 0^ U 0. W �71 ii Q W o L LLI ' w U) I vI O Z Q 0 Q W m o m W ...._.0 o-- T.O. ROOF 12 4�% 2U.$� T.O. ROOF BEARING T.O. OPENING 12 4[/ METAL ROOF OVER WATER BARRIER (30# FELT PAPER) (REFER TO NOA FOR REq'b ATTACHMENT &SPACING) HARDI PLANK LAP SIDING (REFER TO NOA FOR REO'D ATTACHMENT & SPACING) METAL ROOF OVER WATER BARRIER (30# FELT PAPER) (REFER TO NOA FOR I FQ'D - ATTACHMENT&SPACING) 1 CONT. 10" STUCCO BAND T.O. BEAM PAINTED STUCCO 4'' STUCCO BAND � FINISH (TYP.) STUCCO STOP) (TYP. ALL GRID FUR OPENINGS) 8' 0„ T.O. OPENING 4 FPL METER & F DISCONNECT (REFER TO FPL INSTALL SPECS) 1. +49.19 o +48.69 +48.69 b 53.44 47 22 64.25 52.94 51.47 1[ CU-2 CU-1 ti HWH 12) 0' 0" II. GROUND FLOOR p 0$„ 4" STUCCO LEDGE, 2 PAST ALUM A/C STAND ON 6" CONC: PAD GARAGE SLAB ITYP �, W I nRn Fi P %AI1NInnArc) FXLCT (AIATFR WEST ELEVATION 1/411 = 1' T.O. ROOF 12 METAL ROOF OVER WATER 4 BARRIER (30# FELT PAPER) REFER TO NCA FOR REOD - ATTACHMENT & SPACING) nAll0,80 T.O. BEAM / ROOF BEARING T.O. BEAM HARD] PLANK LAP SIDING w/ 4" HARDI TRIM (REFER TO NOA FOR REOD ATTACHMENT & SPACING) 12 4 ❑ +50.13 +50.13 METAL ROOF OVER WATER 54.38 67.12 BARRIER (30# FELT PAPER) (REFER TO NCA FOR I REQ'D METAL ROOF OVER WATER ATTACHMENT ssP clNc) BARRIER(30#FELT PAPER) CONT 10" STUCCO BAND:::;:;,, ATTACH TONOA FOR SPACING) � 11„ 2ND FLOOR 2ND FLOOR 2", 2" (TYP.)_ 8'-0'' k T.O. OPENING O 1.4 1.1I PAINTED STUCCO 1.4 PAINTED STU�CO FINISH TYP. FINISH (TYP.) +45.84 (TYP.) +50.13 -56. 02 I -58.5 -67 12 -56.90 42" ALUM. RAILING 1-1/4" STUCCO STOP EGRESS 4 EPER TO SHOP DWOS (TYP. (� ALL COLUMN BASES) FOR DETAILS) 0'-0 GROUND FLOOR " GROUND FLOL L L OR 0'- OL-0'_4" PERIMETER POR PERIMETER PORCH _ 2,-0, ADJ. GRAD EAST ELEVATION 1' I i ISSUE: DATE: SUBMITTAL 03/28/18 Sustainable Architecture' Interiors i Planning Consulting 41 G SW 14t11 Street Ft. Lauderdale, Florida 33315 Phone 954.235.4361 I �w 7 z W 0 U/ W 101� AV Aft V) 0. W 3 O' n W QOD r I d o Lu Lu Lu (fa J O O 'may a d F- o, Q m � W -0 o DA' 03/2E PRE-ENGINEERED®� ' PRE-ENGINEERED' ROOF TRUSSES ROOFTRUSSES T.O. BOND BEAM T.O. BOND BEAM (2) COURSING OF BOND (2) COURSING OF BOND BEAM w/ (1) #5 @ EA. BEAM ya/ (1) #5 @ EA. 8" CONIC!LINTEL w/ (1) 45 8' CONIC. LINTEL w/ (1) #5 • IMPACT WINDOW (AS SCHEDULED) BED 2 BATH " 201 205 IMPACT WINDOW (AS SCHEDULED) PRE-ENGINEERED ROOF TRUSSES 4" CIP CONE SILL w/ (2) #4s 4 CIP CONC. SILL w/ (2) #4s scotscott archer studio EXTENDED 6" MIN. INTO i EXTENDED 6' MIN. INTO f FILLED CELLS AT END i FILLED CELLS AT END Sustainable Architecture 13,.4,. Interiors :. T.O. BOND BEAM 2 PRE-ENGINEERED FL (REFER TO PLAN FOR R T TRUSSES LOCATIONS) � 9"CMU BLOCK PRE-ENGINEERED FLOOR TRUSSES 4 CMU BLOCK planning . BELOW CIP SILL (REFER TO PLAN FOR LOCATIONS) BELOW CIP SILL Consulting' (COURSING OF BOND Mw! 1 #5 EA ) h 1, 4„ — h11'_4„ 412 SW 14th Street, TWOOD TKO. PLYWOOD Ft. Lauderdale, Florida 33315 Phone 954 ^35 1361 10' 8,, 10, 8„ T.O. BEAM T.O. BEAM TB1 ih9' 4" 5/8" EXPANSION BOLT @ 16" 9, 4„ B T.O. PORCH BOND BEAM O.C„ STAGGERED. REFER TO •= T.O. PORCH BOND BEAM 1 TIE BEAM (REFER TO SPEC FOR MIN. EMBEDMENT. FRAMING PLAN) C C' (1) COURSING OF BOND 8" BEAM BEAM w/ (1) #5 LL CONIC. LINTEL @OPENING or 8" CONIC. LINTEL w/ (1) #5 CONC. TIE BEAM or 8" CONC LINTEL & j W B131 w/ (1) #5 @ OTHER BB1 w/ (1) #5 @ EA.,CENTERED ON 12' SIMPSON CONNECTION SIMPSON CONNECTION COLUMN. REFER TO FRAMING PLAN ' (REFER TO FRAMING PLAN) IMPACT WINDOW (REFER TO FRAMING PLAN) PAINTED STUCCO FINISH J W i {ASSCHEDULED) IMPACT DOOR KITCHEN FRONT GARAGE A3 6CHERULED 12" SQ. MASONRY COLUMN LAUNDRY BATH 2 4"C.I.P.CONCSILLw/(2)#4 103 PORCH ° 109 � - 104 102 ao - - - IMPACT WINDOW (AS SCHEDULED) 00 4" CIP CONIC. SILL w/ (2) 44s EXTENDED 6 MIN. INTO " FILLED CELLS AT.END 4' CMU BLOCK I PAINTED STUCCO FINISH BELOW CIP SILL 4 CONC. EQUIP. SLAB LONG. CURB 0, 0„ T.O. CONC. SLAB SLOPE 0'-0" 4' S, w/ (2) #4s' 0 0„ TT.O. CONC. SLAB _ . i .. ° �_+ o._— ram— -- .O. CONC. SLAB - ��— e -_e_U- l_I-_I I -_ I_ —I I - I__, - I I'�� - ..-.L-__� UI-Ii-__l-l_- �ITI_.I —i_ _ _l l _--I-II1_-_� I__ . . ..e•_, _.r_,�,_... .__.._, _°.';. --I iI-_ _•ll_I,-I,e --1 I-_I_1I. 1 _ -1 _ 1---1_1 1___ 1-IeJII _1_ ._1, _1_l_-_1�I1I __ _1 1--1 _I I�-.i__111_1,�11- 1��1-�,l -1-__l I--IIIII_I_I_-1I1_ _I 1_ __ll11 __ JI 1_ U- _- 1� _ .I__I-__ll`-_I I_ __1I1 I__I I_ _II1II-_1 I1 I il I�I__1_1I___4IL-II�__I�I i--..._V:1_ -_, � I__--I_III _I I_-I-I_I_-_I_I�II II I-IIIi__I_ ___V_ 1I___I_I I_ _ I I1 I-�-_IL__-II _�_I _-IIIII___�-_II I--_II�tII__=_ I_ lIl _�I -f _-I-yl-V_l^�I 1�- �l-� s®```iI1___ l1�k1�-II-. �_ _-I_1I �IL-I1�_ �1l__l ,l�-� �_II II--�II_- I -II IL_I -I_- ,_- _ILl�- 1_lI__1 lI� II___II_I-5_ _I1l__l-1 I� _-I I_-lII1- I_I1I__IlII_ l_.I_-llI I11_ _V1I 1-- I _i�_ll-.__-.}D..T--I I -__III - _I_ -_I I__ l-I__I l-I_�-i- _- JII_III_-I _ _I II _ �II-I-I_II_I_ I_IIl-_Il Il L--I_11___II— _I_I___II �III_I—II__I _- -I1-Ii___Il11__l_ U-1 1�1�-_�--I a -I _�_-__ *_--,�_ -_1,i-J__I I -- --I- I111 �--I--III1-I_ __11__I__ I I-IIIII� _I1I 1-_1I_-- III I-II=_ I_ -I -I 1- 111 - 1.O1. P'CH SLAB@PERIMETER TO TO.GARAGE SLAB I-_ _IlI_ I _iTO0FO I_I_ _ 11-I .� I I_I I III - _ LI I_ - -111=III-111I I � � I I I I I� 11111=111 I I I l" 11111 l I I I1=1 I I =1I 1111-1 I1 I I I_ i _ --11I_III-.III_III__ - _ -III-_ _ �III_III = ,II1-111_IIIIII�ILI IIIII 1I1=11- 1=111"�--= I1I` I I {'1�111=111 I I H� I f 1 I I 1-1 I1- —11 Ill�ilTVA llillli���l SECTION 2 1/4" = 1' SECTION 3 1/4" = 1' w U Z W 0 W W 3: a I a CIO w w Cf) U Z O � q m °J O o i - L CORNER BEAD (TYP:) STUCCO STOP W/ CONT. SEALA T (SEALANT TYP. @ BOTH SIDES) CONT. SEALANT HOLLOW METAL JAMB TO BE GROUTED SOLID. WOOD BUCK WOR SHIM Q " '• 44 � (REFER TO NOA FOR SPECIFICS) p REFER TO NOA FOR 4 IMPACT RESISTANT MORE INFORMATION • WINDOW AS SCHEDULED 4 • IMPACT RESISTANT DOOR - i REFER TO NOA FOR d d d MORE INFORMATION 4 C Y; ELCf.�TAPCONS INSTALLED C - d w/SILICONE SEALANT © Y4" ELCOTAPCONS INSTALLED .(REFER TO NOA FOR PROPER ATTACHMENT &S ACINGS) r w/ SILICONE SEALANT (REFER TO NOA FOR PROPER ATTACHMENT &SPACINGS) - CONC. FILLED CELL W/ (1) #5 (TYP. AT ALL OPENINGS) — — — — — — — — — CORNER BEAD (TYP.) — — -,- - , , - CORNER BEAD (TYP.) la" DRYWALL OVER 1-5/8" MTL S LID CONC. FILLED CELL w/ (1) #5 OR 1x P.T. WOOD FURRING (TYP_ AT ALL OPENINGS) @ 16" O.C. w/ R6 FI-FOIL INSULA ION %" DRYWALL OVER 1-5/8'MTL STUD OR 1x P.T. WOOD FURRING @ 16" O.C. w/ R6 FI-FOIL INSULATION e I a .. q _ CONCRETE BOND BOND BEAM � a _ . ,-., ER TO STRUCTURAL REF ( ) . a, <, < CONCRETE BOND BOND BEAM (REFER TO STRUCTURAL) a 4 s OVER D q 4 PRECAST CONCRETE LINTELwt(1) #5 OR 1x P.T. WOOD FURRING FURRING W ORIS ULA ^• •, �• (REFER TO NOA FOR SPECIFICS) INSYWALL @ 16" O.C. F 10 { a d .. 9 4 PRECAST CONCRETE LINTEL w/ (1) �kE ° (REFER TO NOA FOR SPECIFICS)- a •." ' f CONT. SEALANT a PAINTED 5/8" STUCCO FINISH (TYP.) a CORNER BEAD (TYP.) .. CORNER BEAD (TYP.) CONTINUOUS TOOLED DRIP CONTINUOUS TOOLED DRIP STUCCO STOP W/CONT. SEALANT (SEALANT TYP. @ BOTH SIDES) gONT. SEALANT (BEAUTY BEAD) Y4" ELCOTAPCONS INSTALLED` WOODBUCK SHIM (REFER TONOAFOR SPECIFICS) w/ SILICONE SEALANT 'WOR (REFER TO NCA FOR PROPER ATTACHMENT & SPACING Ya" ELCO TAPCONS INSTALLED w/ SILICONE SEALAHT (REFER TO NOA FOR PROPER ATTACHMENT & SPACINGS) a• HOLLOW METAL JAMB TO BE GROUTED SOLID. IMPACT RESISTANT WINDOW AS SCHEDULED REFER TO NOA FOR RER TO NOA FOR MORE INFORMATION MORE INFORMATION WOOD BUCK WOR S H I M(REFER TO NOA FOR SPECIFICS) IMPACT RESISTANT DOOR AS SCHEDULED CONT SEALANT (BEAUTY BEAD) SEALED CONCRETE FLOOR DOOR SWEEP a CORNER BEAD (TYP.) q • • Y4" ELCOTAPCONS ALUMINUM THRESHOLD (REFER TO NOA FOR PROPER ATTACHMENT SPACINGS) OVER SEALANT a 4' C.I.P. CONCRETE SILL w/ (2) #4S I REINFORCED CMU WALL 4 Q Q n Q q 4 QQ 4 - 4 GARAGE MAN DOOR TYP WINDOW (HORIZ SLIDER SIM) 3" = 1' 3" = 1' CORNER BEAD (TYP.) STUCCO CONTROL JOINT (TYP, AT ALL OPENINGS) GONG. FILLED CELL w/ (1) 45 (TYP. AT ALL OPENINGS) STUCCO STOP W/ CONT. SEALANT (SEALANT TYP) @ BOTH SIDES) REFER TO NOA & MANUFACTURE SPECS FOR SPECIFIED ATTACHMENT & SPACING 2x6 P.T. WOOD BUCK FASTENED TO CMU FILLED CELL w/ 3-1/2 TAPCON @ 16" O.C. IMPACT RESISTANT GARAGE DOOR AS SCHEDULED OVERHEAD DOOR TACK %" DRYWALL OVER 1-5/8" MTL STUD OR 1x P.T. WOOD FURRING @ 16" O.C. w/ R6 R-FOIL INSULATION CONCRETE BOND BOND BEAM (REFER TO STRUCTURAL) TENSION SPRING ;C TO COORDINATE w/ OWNER ON ELECTION OF GARAGE DOOR EFER TO NOA & MANUFACTURE PECS FOR SPECIFIED ,TTACHMENT & SPACING 2x12 P.T. WOOD BUCK FASTENED TO CMU FILLED CELL w/ 3-1/2" TAPCON @ 16 O.C. STAGGARD PRECAST CONCRETE LINTEL w/ (1) #5 (REFER TO NOA FOR SPECIFICS) %" STUCCO FINISH PAINTED (TYP. AT EXTERIOR WALLS) AL Scott archer studio Sustainable Architecture It Interiors Planning Consulting 412 SW 14th Street Ft. Lauderdale, Florida 33315 n CORNER BEAD (TYP.) r CONTINUOUS TOOLED DRIP v STUCCO STOP W/ CONT z SEALANT (SEALANT TYP. AROUND OPENING) W TRACK PER ' MANUFACTURE v, IMPACT RESISTANT GARAGE W DOOR AS SCHEDULED ` ' GARAGE DOOR 3„ 1 J LL w U Z) J H- H O a LLJ I o 0 w Y W O w Q U) O z O Ito 2 J i H m Uj 0 N 5/8 M ETALTRACK NOTES; - 1. REFER TO ROOFING MANUFACTURE SPECIFICATIONS B.O.ROOF AND/OR FLOOR TRUSS FOR INSTALLATION PROCEDURES' TO VALIDATE WARRANTY. , Ys (T BATT INSULATION THREADED EYE 2. CONTRACTOR TO VERIFYw/ NOA and/or PRODUCT 1/ " GYP BOARD CEILING (TYP.) BOLTS w/NUTS APPROVAL FOR PROPER ROOF ATTACHMENT SPACING ' 3'1x3 x1/4 GALVANIZED PER DESIGN LOADS SHOWN. ' - GYP BOARD ANGLE, SECURE TO WOOD s (2) #$ 2' SELF -TAPPING SCREWS o TRUSS ABOVE w/ (4) 1-1/2" ROOF SYSTEM w/ 1 LAYER OF 30# " 25 a) (T EYE LAG SCREWS e ' ON"EXTERIOR ' C NT. 3-5/8 METAL TRACK (20 ga) 1/2" THREADED ROD GRADE PLYWOOD SHEATHING (U.O N.) : 2x4 WOOD BUCK ISSUE DATE: F STENED TO WOOD TRUSS w/ 16d SUPPLY AIR SUBMITTAL a3tzaita N ILS' @ 24" O.C. (TYP.) 2-2'WOODCASING RETURN AIR' R-30 BATT INSULATION KERFED FINISH WOOD JAMS 3 22 R11 BATT INSULATION -F , ( k NOTED) 518" X 1-3/8" FINISHED WOOD APPLIED STOP 5g' (l GAP gQP�F�Q MD BE USED RETURN AIR PLENUM SIZED FOR UNIT OPENING REFER TO FRAMING PLAN WOOD DOOR AS SCHEDULED WET tNT t TO AT ALL LOCATIONS, MOISTURE RESIST. THREADED EYE PRE-ENGINEERED FOR SIMPSON ROOF TRUSS BOLTS w/NUTS CONNECTION SPECIFICS @ BATHROOM / KITCHEN} CONDENSATE LINEROOF TRUIS$ES CONTRACTOR AY ALSO ELECT TO USE AN APPROVED AIR 4" CONT.SOFFIT HEAD DETAIL - WOOD DOOR O HANDLER HANGItG KIT PER MANUFACTURE SPECS. ARCHITECT SCREEN VENTS 3-5/8" METAL STUD TO APPROVE PRIOR TO INSTALL IF SUBSTITUTED. FIRE -STOPPING MIDSPAN OF PARTITION WALL AIR HANDLER IN ATTIC DETAIL d 2' DRYWALL CEILING OVER 18" SOFFIT O.H. • PRE-ENGIN. WOOD TRUSS 3-'2" BATT INSULATION 3�5/8" MTL STUD (20 ga} @ 16 O,C. (TYP.} ' STUCCO FINISH OVER PAPER 5/a' DRYWALL OVER 1x PT GYP BOARD I BACKED METAL LATH Q FURRING STRIPS @ 16" O.C. CONT. 3-5/8" METAL TRACK (20 ga) wi R6 FI-FOIL INSULATION 25 a 16"O.C. FASTENED TO CONC. w/ .145 X q' GALVANIZED DRIP EDGE 1x8 3-5l8 METAL sruD ( g) XUP8 HILTI PINS @ 24" O.C. (TYP.) FASCIA (PRIME & PAINT) I SCHEDULED TRUSS - 2x4WOOD BUCK 1x4 WOOD BASE BOTH SIDES 5 ( ) /" STUCCO FINISH °. WEATHER-STRIP PERIM. ` t u:I IL 22' WOOD CASING CONT. SILICONE SEALANT OF ATTIC SCUTTLE ' BOTH SIDES, TOP & BOTTOM KERFED FINISH WOOD JAMB R-30 BATT INSULATION' ( ) C?}�NTRACTOR TO COORDINATE FURRING @ 16"o.c. 5/8' X 1-3J8" FINISHED WC�9D APPLIED FINISHES W/ OWNER �_FI! OOR STOP — T-- �J TYPICAL ROOF F SOFFIT DETAIL WOOD DOOR AS SCHEDULED T.O. SLAB NOTE: WOOD NA1LERD 1. PER FBC TABLE R-302(1) , THE ROOF EAV:ES EXTENDING INTO SETBACK SHALL BE .JAMB DETAIL - WOOD DOOR TYPICAL INTERIOR WALL GYPSUM BOARD MIN. 81ZE OF 24"z36" REQUIRED CONSTRUCTED w/ 1 HR FIRE RESISTANCE RATED MATERIAL. I 2. 1404.2 Water -resistive barrier. A minimum of one layer of No. 15 Asphalt Felt, complying with ASTM D226 ATTIC', ACCESS DETAIL for Type 1 Felt or other approved materials, shall be attached t§ the studs or sheathing, with flashing as 2 ... described in section 1405.4, in such a manner to provide a cOhtinuous water -resistive barrier behind the exterior wall veneer. I CMU Q a. a a ° LINE OF BEAM\ a STUCCO FINISH ° a -+—CONTROL JOINT I 1 MORTAR I LINEOF WALL. CONTROL JOINT DETAIL NOTE: STUCCO WITH 2 COATS GLASS AREA OF SHOWER ENCLOSURE TO BE CLASSIFIED AS OF ACRYLIC PAINT CATEGORY II GLAZING -IF SURFACE AREA EXCEEDS (9) SF CERAMIC TILE OVER j - STRIP LATH — CEMENT BOARD y GLASS SHOWER ' .. CONCRETE BEAM 1° ENCLOSURE TILE FINISH OVER °.; a (REFER TO SCHEDULE) Lxr k. y MORTAR BED CONG:C`URB .. WATER RESISTANT MEMBRANE PAN TO STUCCO CREED, EXTEND OVER CURB, PER MANUF. SPECS <SLOPE TO DRAIN ti> s fi t' a 4 ... a- WATERPROOF ° a° ° ••t•--• � a ° ° a MEMBRANE ° • a a` a CONC. SLAB DRAIN (REFER TO PLUMB) MORTAR OFACR LLIICPAIfJOATs SHOWER DETAIL; (UPSTAIRS) j , 1 iR-Z 1 Sustainable Architecture 1 Interiors Planning I Consulting 412 SW 14th street Ft Lauderdale, Florida 33315 Rhone 954.23 i.4361 J W W_ U H- tn fY O 0- W U Z W 0 W W 3: 0. Q 0 o w a W CO M �o J co W m O co N 0 s 3-Yz' BATT INSULATION G (TYP. @ ALL WALLS) e" GYP BOARD 3-5/8" METAL TRACK (25 ga) I 2x4 WOOD BUCK 2�2" WOOD CASING KERFED FINISH WOOD JAMB 5/8" X 1-3/8" FINISHED WOOD APPLIED STOP R WOOD DOOR AS SCHEDULED HEAD DETAIL - WOOD DOOR Q 3-2"' BATT INSULATION e" GYP BOARD 3-5/8" METAL STUD (25 ga) @ 16" O.C. 2x4 WOOD BUCK 2 2' WOOD CASING i KERFED FINISH WOOD JAMB 518" X 1-3/8" FINISHED WOOD APPLIED STOP WOOD DOOR AS SCHEDULED JAMB DETAIL - WOOD DOOR Muo B.O. ROOF AND/OR FLOOR TRUSS /2 GYP BOARD CEILING (TYP.) (2) #8 z" SELF!-TAPPING`SCREWS (TYP. BOTH SIDES) COLT. 3-5/8"'METAL TRACK (20 ga) FASTENED TO WOOD TRUSS w/ 16d NAILS @ 24" O.C. (TYP.) 3-1/2 R11 BATT INSULATION (AS NOTED) Y8" GYP BOARD (CEMENT BOARD TO BE USED AT ALL WET LOCATIONS, MOISTURE RESIST. I @ BATHROOM / KITCHEN) 3-5/8" METAL STUD FIRE -STOPPING MIDSPAN OF PARTITION WALL — THREADED EYE BOLTS w/ NUTS 3"x3"x1/4" GALVANIZED ANGLE, SECURE TO WOOD o TRUSS ABOVE w/ (4) 1-1/2" EYE LAG SCREWS 1/2" THREADED ROD SUPPLY AIR i RETURN AIR ` RETURN AIR PLENUM SIZED FOR UNIT OPENING THREADED EYE BOLTS w/ NUTS CONTRACTOR MAY ALSO ELECT TO USE AN APPROVED AIR CONDENSATE LINE HANDLER HANGING KIT PER MANUFACTURE SPECS. ARCHITECT TO APPROVE PRIOR TO INSTALL IF SUBSTITUTED, AIR HANDLER IN ATTIC DETAIL 3-5/ $" MTL STUD (20 ga) @ 16" O.C. CONT. 3-5/8" METAL TRACK (20 ga) FASTENED TO CONC. w/ .145 x 4' XUP8 HILTI PINS @ 24 O.C. (TYP.) $. SCHEDULED TRUSS 1x4'WOOD BASE (BOTH SIDES) +'Y' WEATHER-STRIP PERIM. CONT. SILICONE SEALANT of ATTIC SCUTTLE (BOTH SIDES, TOP & BOTTOM) R-30 BATT INSULATION CONTRACTOR TO COORDINATE FURRING @ 16"o'C. FLOOR FINISHES w/ OWNER % x T.O. SLAB TYPICAL INTERIOR WALL wooDNAILER vz"PLYWooD GYPSUM BOARD MIN. SIZE OF 24"x36" REQUIRED ATTIC ACC ESS DET AIL L CMU . NOTE ` STUCCO WITH 2 COATS GLASS AREA OF SHOWER ENCLOSURE TO BE CLASSIFA. D AS`,- R OF ACRYLIC PAINT CATEGORY 111 GLAZING IF SURFACE AREA EXCEEDS (9) =� CERAMIC TILE OVER j -STRIP LATH CEMENT BOARD a a a e %�,SS SHOWER ° a a CONCRETE BEAM' ENCLOSURE TILE FINISH OVER ` a (REFER TO SCHEDULE) MORTAR BED QONC.CURB q ° a STUCCO CREED 3` WATER RESISTANT MEMBRANE PAN TO o a a -,• EXTEND OVER CURB, PER MANUF. SPECS ° ° a SLOPE TO DRAIN' ', ECt „!eiF: 4F k�+'°w."�i`���C. 4Y,''�'4: � /,. .�..r. M>'..}:�iit+�•y.+,. 'u . t ° WATERPROOF ° MEMBRANE d ° a LINE OF BEAM ° i a ° STUCCO FINISH \ r \ CONC. SLAB — DRAIN (REFER TO PLUMB) ° MORTAR —CONTROL JOINT I I \ STUCCO WITH 2 COATS SHOWER DETAIL (DOWNSTAIRS) 1 MORTAR I OF ACRYLICPAINT LINE OF WALL r NOTES. �OF FLp� � M 011,0 1 REFER TO ROOFING MANUFACTURE SPECIFICATIONS FOR INSTALLATION PROCEDURES TO VALIDATE WARRANTY, • ; , 2. CONTRACTOR TO VERIFY w/ NOA and/or PRODUCT APPROVAL FOR PROPER ROOF ATTACHMENT & SPACING`. PER DESIGN LOADS SHOWN. ti{•h ROOF SYSTEM w/ 1 LAYER OF 30# er 95506 ROOFING FELT PAPER ON e" EXTERIOR GRADE PLYWOOD SHEATHING (U.O.N) ISSUE: DATE: SUBMITTAL 03/28118". ' REV #1 CITY COMMENTS 05/21/18 R-30 BATT INSULATION i REFER TO FRAMING PLAN FOR SIMPSON ROOF TRUSS PRE-ENGINEERED CONNECTION SPECIFICS ROOF TRUISSES 4" CONT SOFFIT SCREEN VENTS o "- z" DRYWALL CEILING OVER 18" SOFFIT O.H. lb PRE-ENGIN. WOOD TRUSS (TYP.) is DRYWALL OVER 1x PT STUCCO FINISH OVER PAPER FURRING STRIPS @ 16" QC. BACKED METAL LATH w/ R6 FI-FOIL INSULATION GALVANIZED DRIP EDGE ON 1x8 — "� FASCIA (PRIME & PAINT) s i sc tt archer studio 51" STUCCO FINISH Sustainable Architecture ' Interiors Planning I Consulting TYPICAL ROOF SOFFIT DETAIL _ 412 SW T41hSireet NOTE: 1. PER FBC TABLE R-302(1) , THE ROOF EAVES EXTENDING INTO SETBACK SHALL BE 1 Lauderdale, Florida 33315 CONSTRUCTED w/ 1HR FIRE RESISTANCE RATED MATERIAL. PhQnef954.235A361 r I 2. 1404.2 Water -resistive barrier. A minimum of one layer of No. 15 Asphalt Felt, complying with ASTM D26 for Type'1 Felt or other approved materials, shall be attached to the studs or sheathing, with flashing as described in section 1405.4, in such a manner to provide a continuous water -resistive barrier behind the exterior wall veneer. LL Ua 'U t!J 3 TRDS 1'-0" 2'-9" 3'-611 W i 1-1/2" CONT HANDRAIL, MOUNTED BETWEEN 34" - 38" (O (Yi 0'-" 0 T.O. GRID FLR SLABA U T.O. PLYWD LANDING ' GRID FLR: biv - 42" LOW WALL w 1 0 (3-5/8" MTL STUD @ 12" O.0 0 ILL! TO MIN. 8"ABOVE TREAD °° M 00 v7 3 O W o ,N 0 1 (/,%) Imo_. 2ND FLR \ u~i z 42" LOW WALL M `� - (3-5/8" MTL STUD @ 12" O.C. (n t' N 4 w/ 4x WOOD POST @ END) r z � WOOD POST & BOTTOM O LU v PLATE ATTACHED TO TOP CHORD OF TRUSS BELOW h11'_4" T.O. 2ND FLR PLYWD (2) 2x10 LEDGER 00 i C'7 1Y°1 x 9'-6 1!4" X T.O. PLYWD LANDING ea 1'=0" 3'-611 R 3 I 3 e O. € I 1 to co O G i b STAIR PLAN 8,, NOTES 1/4" = 1'