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HomeMy WebLinkAboutBUILDING PLANSK LLY & Permit, Pricing Sk 4 MARK Mc LWEE 116 Harris Street Ft. Pierce , St. Lucie County, Florida 34982-7802 construction Package - 27 SEP 2016 DESIGN TEAM Cart No. AA26001974 Gregory John Burke I ARCHITECT, PA 333 1711 Street, Suite J Vero Beach, Florida 32960 PH: 772.299.6999 EM: gjburke@burkearchitects.com Civil Consultant: Mills, Short & Associates 800 8th Street Vero Beach, Florida 32962 u W a LA w W W o o _J m Uj u Z `L`'�A Gregory John Burke, AiA AR00015750 Certificate Nc . 27 SEP 16 _. Jate r igrtsC n & AND @ AT q CENTER LINE 0 DIAMETER or ROUND # NUMBER or POUND OF AB ANCHOR BOLT ACOUST ACOUSTIC(AL) AFF ABOVE FINISHED FLOOR ADD ADDITIONAL ADJ ADJACENT AL ALUMINUM APP APPROXIMATE(LY) ARCH ARCHITECT(URAL) '... ASPH ASPHALT B/O BY OTHERS BD BOARD BIT BITUMIN(OUS) BLDG BUILDING BLK BLOCK BLKG BLOCKING BM BEANCH MARK or BEAM BOT BOTTOM BRG BEARING BRK BRICK C COURSE C/C CENTER TO CENTER CAB CABINET(S) CB CATCH BASIN(S) CEM CEMENT CJ CONTROLJOINT CLG CEILING O CLL CONTRACT LIMIT LINE CLR CLOSET or CLOSURE CLOS CONCRETE MASONRY UNIT CMU (S) COL COLUMN(S) CONC CONCRETE '... CONN CONNECTIONS(S) CONSTR CONSTRUCTION CONT CONTINUE(D) CORR CORRIDOR '.. CPT CARPET CTR CENTER CTRSK COUNTERSINK DBL DOUBLE HB HOSE BIBB P PAINT DEPT DEPARTMENT(S) HC HANDICAP(PED) PL PATE DF DRINKING FOUNTAIN(S) HOWE HARDWARE PLAM PLASTIC LAMINATE DIA DIAMETER HM HOLLOW METAL PLAS PLASTIC DIM DIMENSIONS(S) HOR HORIZONTAL PLWD PLYWOOD DISP DISPENSER(S) HT HEIGHT PR PAIR DN DOWN PRCST PRE -CAST DS DOWNSPOUT ID INSIDE DIAMETER PSF POUNDS PER SQUARE FOOT DTL DETAIL(S) IN INCH(ES) PSI POUNDS PER SQUARE INCH DWG DRAWING(S) INSUL INSULATION PT POINT DWR DRAWER(S) INT INTERIOR PTD PAPERTOWEL INV INVERT PTN DISPENSERPARTITION EA EACH PTR PAPER TOWEL RECEPTACLE EJ EXPANSION JOINT JT JOINT EL ELEVATION JST JOIST QT QUARRYTILE ELEC ELECTRIC(AL) R RADIUS or RISER ELEV ELEVATOR KIT KITCHEN RAID RADIUS EMER EMERGENCY LAM LAMINATE RD ROOF DRAIN ENCL ENCLOSURE AV LAVATORY REF REFRENCE EP EPDXY LT LIGHT REFR REFRIGERATOR EPS EXPANDED POLYSTYRENE REINF REINFORCE(MENT) EQ EQUAL MASY MASONRY REQ REQUIRE(D) EXIST EXISTING MAX MAXIMUM RESIL REILIENT EXP EXPANSION MECH MECHANICAL RM ROOM EXT EXTERIOR MEMB MEMBER RO ROUGH OPENING MFR MANUFACTURER ROW RIGHT -of -WAY FD MH MANHOLE RWL RAIN WATER LEADER FEC FLOOR DRAIN FHC FIRE EXTINGUISHER CABINET MIN MINIMUM FFE FIRE HOSE CABINET MISCELLANEOUS FIN FINISHED FLOOR ELEVATION mo MO MASONRY OPENING SCW SOLID CORE WOOD MTD MOUNTED) SCHED SCHEDULE FLUOR FINISH(ED) MTL METAL SECT SECTION F/W FLUORESCENT MULL MULLION SHT SHOWER FPRF FACE of WALL SH SHEET FS FULLSIZE NIC NOT IN CONTRACT SIM SIMILAR FT FOOT NO NUMBER SND SANITARY NAPKIN DISPENSER FTG FOOTING NOM NOMINAL SNR SANITARY NAPKIN RECEPTACLE FUG FUTURE NTS NOT TO SCALE SPEC SPECIFICATION SQ SQUARE GA GAUGE SS STAINLESS GALV GALVANIZED STA STATION GC GENERAL CONTRACTOR GL GLASS or GLAZING STD STANDARD GND GROUND STL STL STOR STORAGE GR GRADE GYP GYPSUM ROOM NAME A COLUMN GRID LINES OFFICE & NUMBER XYY ROOM NAME XX. GSF x ROOM NUMBER XX.XX GSF X=FLOOR, YY=ROOM NUMBER ROOM SIZE (LARGEST DIMESION) ROOM AREA SECTION REFERENCE XX DETAIL REFERENCE AX.XX _ DETAIL NUMBER SECTION NUMBER MEET WHERE DETAIL L SHEET WHERE ELEVATION J 13SHOWN 0 IS SHOWN xx ELEVATION xx Ax.xx xx REFERENCE REVISION SYMBOL xx 11"_� ELEVATION NUMBER SHEET WHERE ELEVATION '., IS SHOWN INTERIOR ELEVATION O EQUIPMENT TYPE A x REFERENCE Ax.xx ELEVATION NUMBER WINDOW TYPE O SHEET WHERE ELEVATION IS SHOWN �. SMALL LARGE SMALL LARGE SCALE SCALE DESCRIPTION SCALE SCALE DESCRIPTION EARTH or BLUESTONE I SLATE SOAPSTONE COMPACT FILL SOAPSTONE FLAGGING O POUROUS FILL/ GRAVEL GRAVEL MARBLE ROCK GRANITE WOOD SHED °. CONCRETEACE RIM (ENID GRAN) LIGHTWEIGHT (�� CONTINUOUS FRAMING !, CONCRETE MEMBER SAND I MORTAR DISCONTINUOUS FRAMING PLASTERSTUCCO MEMBER (BLOCKING) CONCRETE MASONRY ® E UNIT SUBSTRATE FACE BRICK PLYWOOD n FIRE BRICK GLASS w 0' 0 GYPSUM BLOCK STRUCTURALGLASS m! O N 4: n ROOM FINISH EXTENT XX INDICATOR XX WALL TYPE - BASE TYPE FINISH EXTENT DATUM POINT (NEW) DATUM POINT (EXIST) KEYNOTE TAG XX I PARTITION TYPE TAG 01XS "DOT" INDICATES LARGER SIDE OF UNBALANCED PARTITION "X" INDICATES 60 MIN PARTITION "Y" INDICATES 120 MIN PARTITION "S" INDICATES SOUND RATED PARTITION "T" INDICATES THERMAL PARTITION SMALL LARGE STRUCT STRUCTUREorSTRUCTURAL SUSP SUSPEND(ED) SYM SYMMETRICAL S4S FINISH FOUR (4) SIDES T TREAD T/C TOP of CURB TELE TELEPHONE TER TERRAZZO T & G TONGUE and GROOVE THK THICK(NESS) T/S TOP of SLAB TPD TOILET PAPER DISPENSER T/W TOP of WALL TYP TYPICAL UL UNDERWRITER'S LABORATORY UNF UNFINISHED UON UNLESS OTHERWISE NOTED UR URINAL VB VAPOR BARRIER VCT VINYL COMPOSITION TILE VERT VERTICAL VEST VESTIBULE VIF VERIFY IN FIELD W/ WITH WC WATER CLOSET WD WOOD W/D WASHER/DRYER W/o WITHOUT WP WATER PROOF WR WATER RESISTANT or WASTE RECEPTACLE WSCT WAINSCOT WT WEIGHT WWF WELDED WIRE FABRIC XPS EXPANDED POLYSTYRENE ROOM FINISH OFFICE INDICATOR ROOM NUMBER WALL FINISH BASE FINISH FLOOR FINISH SCALE SCALE DESCRIPTION GLASS MASONRY C� BATT/LOOSE INSULATION RIGID INSULATION SPRAYFOAM INSULATION ACOUSTICAL TILE CEILING CERAMIC TILE 0 GYPSUM WALLBOARD PLASTER ON METALLATH CELLULAR POLYVINYL CHLORIDE (CPVC) C� FLOORINGRESILIENT PLASTIC LAMINATE FLOOR FINISH TRANSITION INDICATOR DOOR TYPE XYY INDICATOR a 01 ROOM NUMBER X = FLOOR NUMBER Y = DOOR NUMBER HARDWARE GROUP DOOR TYPE SMALL LARGE SCALE SCALE DESCRIPTION EXTERIOR FINISHING 0 SYSTEM (EIFS) FABRIC WRAPPED PANELS ON TACKABLE SUBSTRATE FABRIC WRAPPED ACOUSTICAL PANELS CARPET ON PAD CAST CONCRETE STEEL �i 7/7 �i BRASS ALUMINUM BRONZE n Architectural Drawings: 1 / O Dwg No Drawing Name: Issue Date: RFP: ■ Cover Sheet 27 SEP 16 Civil Drawings: ■ C-1 Grading and Drainage Plan 27 SEP 16 El El Architectural Drawings: ■ A1.01 Architectural Site Plan 27 SEP 16 ■ A2,01 Foundation Plan 27 SEP 16 ■ A2.02 Roof Framing Plan 27 SEP 16 ■ A2.03 Foundation & Masonry Details 27 SEP 16 ■ A2.04 Framing Details 27 SEP 16 ■ A2.11 Architecture Plan 27 SEP 16 ■ A2.12 Roof Plan 27 SEP 16 ■ A221 Electrical Plan 27 SEP 16 ■ A3.01 Building Elevations 27 SEP 16 ■ A3.11 Building Sections 27 SEP 16 ■ A3.21 Wall Sections 27 SEP 16 ■ A322 Wall Sections 27 SEP 16 ■ 401 Not Used 27 SEP 16 ■ A5.01 Not Used 27 SEP 16 ■ A6.01 Not Used 27 SEP 16 A New Residence for: KELLY & MARK McELWEE 116 Harris Street Ft. Pierce, St. Lucie County Florida 34982-7802 Copyright©zoi5, Gregory John Burke I ARCHITECT, PA ■ A7.01 Not Used 27 SEP 16 ■ A801 Openings & Door Schedule 27 SEP 16 ■ A8.11 Openings Details 27 SEP 16 ■ A8.12 Openings Details 27 SEP 16 ■ A8.13 Openings Details 27 SEP 16 ■ A8.14 Openings Details 27 SEP 16 Gregory John Burke I ARCHITECT, PA ■ A8.15 Openings Details 27 SEP 16 ■ A8.21 Building Envelope Details 27 SEP 16 333 1711 Street, Suite J Vero Beach, Florida 32960 ❑ PH: 772.299.6999 EM: gjburke@burkearchitects.com Cert. of Author. No. AA26001974 u ❑ Civil Consultant: ❑ Mills, Short & El ❑ Associates El El 8th Street Vero Vero Beach, Florida 32962 El El Structural Drawinas 11 El El ❑ O El Issues Revisions: ❑ No. Date: Description ❑ 00 09.27.16 Permit, Pricing & Construction Package ❑ _. El El HVAC Drawings: El El ❑❑ — El Key Plan: El ❑ G El El El El a Electrical Drawings: 11 7 7 (D North Arrow: INDEX of DRAWINGS, SYMBOLS & ABBREVIATIONS North Arrow: Graphic Scale: Drawn: Proj. No.: GJB 1290.00 Checked: GJB Da[e`:` 27 SEP 16 Sheet No A0m0 1 AR00015750 Certificate 27 SEP 16 Date 6fnn 9 E a r) off': m N ' NN '. N SCALE:1 "=10' 5' 10, 20' o._ PROJECT DATA: SITE ADDRESS: 116 HARRIS STREET FORT PIERCE, FLORIDA 34982 OWNER: MARK & KELLY McELWEE 111 W ARBOR AVEUNE PORT ST. LUCIE, FLORIDA34952 ENGINEER: MILLS, SHORT & ASSOCIATES, LLC. 800 EIGHTH STREET VERO BEACH, FLORIDA 32962 (772)226-7282 SURVEYOR: BLOOMSTER PROFESSIONAL LAND SURVEYORS, INC. 791 NORTHEAST DIXIE HIGHWAY JENSEN BEACH, FLORIDA34957 (772) 334-0868 PARCELLD ZONING: RESIDENTIAL SINGLE FAMILY - RS-4 LAND USE: SINGLE FAMILY RESIDENCE LEGAL DESCRIPTION: FLOOD ZONE THE PARCEL OF LAND SHOWN HEREON IS LOCATED IN FLOOD ZONES W PER FLOOD INSURANCE RATE MAP 120285-0292-G, DATED NOVEMBER 4, 1992. BENCHMARK NOTES: THE ELEVATIONS AS SHOWN ON THIS SURVEY ARE BASED ON THE (NEEDED BY SURVEYOR). THE ORIGINAL BENCHMARK IS (NEEDED BY SURVEYOR). SITE DATA REQ'D PROPOSED LOT SIZE: 10.000 S.F. 7,963.36 S.F. LOT WIDTH: 75' 100, FRONT SETBACK: 25' 29.74' STREET SETBACK: 20' 20.75' REAR SETBACK: 15' 15.26' SIDE YARD: 7.5' 8AT MAX. LOT COVERAGE: 30% 9,667 S.F. (67.7%) THE SOUTH 100 FEET OF LOTS 13 AND 14 AND THE WEST 2.2 FEET OF THE SOUTH 100 FEET OF LOT 15, BLOCK 3 OF HARRIS SUBDIVISION, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 3, PAGE 5, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY. FLORIDA. DRAINAGE AND GRADING NOTES: 1. ELEVATIONS SHOWN HEREON ARE IN FEET, REFERENCED TO NAVD 88. 2-AHL-6RAIWPIPE-S M-t-FTAVE-7MTNTMUM-C-0�-2F-EET-• 3. ANY CONDITIONS NOT ALLOWING WATER TO FLOW AS SHOWN SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER FOR RESOLUTION. 4. FINISH GRADE SHALL SLOPE AWAY FROM THE BUILDING FOUNDATION A MINIMUM OF 6 INCHES WITHIN THE FIRST 10 FEET OF THE BUILDING. 5. IMPERVIOUS SURFACES WITHIN 10 FEET OF THE BUILDING FOUNDATION SHALL BE SLOPED A MINIMUM OF 2 PERCENT AWAY FROM THE BUILDING. 6. CONTRACTOR SHALL REVIEW PROPOSED GRADES TO ENSURE COMPATIBILITY WITH CHANGES IN ELEVATION WITHIN THE PROPOSED FLOOR PLAN. 7. GWIS-tNTENOED TO CONTAIN AL: -_SITE STORM WATER RUNOFF AND DISCHARGE INTO AN APPROVED 5YCIL ER SYSTEM. CONTRACTOR NGINEER, SHOULD THE ADJACENT PROPERTY GRADES VARY F INTENT OF STORM WATER DESIGN. STORMWATER POLLUTION AND EROSION CONTROL NOTES: 1. ALL SITE CONSTRUCTION ACTIVITIES SHALL BE IN ACCORDANCE WITH ST. LUCIE COUNTY LAND DEVELOPMENT ORDINANCE, CONSTRUCTION SITE EROSION AND SEDIMENT CONTROL. 2. SILT FENCING SHALL BEINSTALLEDAROUND THE PERIMETER OF-DIS-TURBEB-AREAS. 3. ALL AREAS OUTSIDE 61F-646T-P� SHALL REMAIN UNDISTURBED. 4.-CONT-RAOTADR-SHALL-MAIN-TAIN-SILTF€NCIN6-UNTILALL DIS�RRFA-AREA-AR&SGDDED. 5. CONTRACTOR SHALL FULLY SOD RETENTION AREA IMMEDIATELY AFTER CONSTRUCTING. 6. ALL DISTURBED AREA SHALL BE SODDED PRIOR TO PROJECT COMPLETION. HARRIS STREET o 2 PONDING HEIGHT ASPHALT PAVEMENT NOTES: - O w 0 z STEEL OR WOOD - _ . 1SILT FENCE SHALL BE EXTRA STRENGTH FILTER POST FLOW PLACED ON SLOPE FABRIC NEEDED WITHOUT CONTOURS TO MAXIMIZE WIRE MESH SUPPORT Z PONDING EFFICIENCY. ATTACH FILTER FABRIC y; a"MIN. DRAIN ROCK 2. INSPECT AND REPAIR SECURELY TO UPSTREAM GRADING AND DRAINAGE PLAN FENCE AFTER EACH SIDE OF POST INSTALLATION WITHOUT TRENCHING STORM EVENT AND SCALE: V = 10' REMOVE SEDIMENT WHEN NECESSARY. 9" MAXIMUM F L RECOMMENDED STORAGE Ow HEIGHT.,' \ STEEL OR WOOD POST- 36" HIGH MAX. 3. REMOVED SEDIMENT 10' MAXIMUM SPACING WITH PONDING HEIGHT SHALL BE DEPOSITED TO ,z �< WIRE SUPPORT FENCE, 6' AN AREA THAT WILL NOT 'r r �.. MAXIMUM SPACING WITHOUT FLOW CONTRIBUTE SEDIMENT WIRE SUPPORT FENCE OFF -SITE AND CAN BE PERMANENTLY STABILIZED. ""`'^ 4"X6" TRENCH WITH COMPACTED BACKFILL SILT FENCE INSTALLATION DETAIL - TYPE IV. TRENCH DETAIL SCALE: N.T.S. 0 0 0 0 A New Residence for: KELLY & MARK McELWEE 116 Harris Street Ft. Pierce , St. Lucie County, Florida 34982-7802 Copyright©zoi6, Gregory John Burke I ARCHITECT, PA o. Gregory John Burke I ARCHITECT, PA 333 171" Street, Suite J Vero Beach, Florida 32960 PH: 772.299.6999 EM: gjburke@burkearchitects.com Cert. of Author. No. AA26001974 Civil Consultant: Mills, Short & Associates ' 800 8th Street Vero Beach, Florida 32962 o 1S 0 No. Date: Description,,., 00 09,27.16 Permit, Pricing & 06nstruetton'Package tea' GRADING AND DRAINAGE PLAN T North Arrow: Drawn: Proj. No.: JWM 1290.00 ��`�'g Vv •M�f ���'% Checked: `� �P• �; �` •. R JWM No: 414 Scale: TE�3F 27 SEP 16 gas. lii`I' E Sheet No. C - 74145 Certificate No. 27 SEP 16 DateSigne^ri FUTURE POOL DECK (DESIGN BY OTHERS) FUTURE SWIMMING POOL (DESIGN BY OTHERS) FUTURE 4" TRENCH DRAIN REF: CIVIL DESIGN DWGS N 89 057' 07" W 101.82' (M) m - i l LAWN " I- --- -� i LAWN -J \ R 20' 15' FRONT YARD SETBACK STORAGEFLOOR FFE = 30.17 NAVD � I I I LANAI FLOOR FFE -- 30.17 NAVD I L_______ 6'-0" HIGH BOARD ON BOARD FENCE (TYP) - -- --- I GARDEN BLOCK RETAINING WALL (TYP) y v e[ m o-- w MAIN FLOOR a FIFE = 30.50 NAVD IMPERVIOUS PAVING o CONCRETE STOOP F- LAWN offilm-ftrimlim \ LAWN NEW PAVEMENTAS PE COUNTY REQUIREMENTS (TYP) f9057'07" IN51 ' (M)NE OF EXIST PAVEMENT (T BEGI i i 1 1 i I IYOUT HERE 1 I 1 1 I I 12'-6" 7'-11" v 01. APPLICABLE CODES: FLORIDA BUILDING CODE - BUILDING (FBC-B), 5TH EDITION FLORIDA BUILDING CODE - RESIDENTIAL (FBC-R), 5TH EDITION FLORIDA BUILDING CODE - PLUMBING (FBC-P), 5TH EDITION FLORIDA BUILDING CODE - MECHANICAL (FBC-M), 5TH EDITION FLORIDA BUILDING CODE - FUEL GAS (FBC-G), 5TH EDITION FLORIDA BUILDING CODE - ENERGY CONSERVATION (FBC-E), 5TH EDITION FLORIDA FIRE PROTECTION CODE (INCORPORATING NATIONAL FIRE PROTECTION AGENCY (NFPA) 1 AND NFPA 101), 5TH EDITION 12015 EDITION NATIONAL ELECTRIC CODE (NEC), 2011 EDITION 02. DESIGN PARAMETERS FOR WIND LOAD COMPLIANCE: BUILDING CATEGORY: II CODE REFERENCE: FBC-B CHAP 16 & ASCE-7.10 BUILDING DESIGN: ENCLOSED WIND SPEED 170 MPH (Vult, 3 SEC GUST) 132 MPH (Vasd, 3 SEC GUST) MEAN ROOF HEIGHT: 12--0" INTERNAL PRESSURE COEFFICIENT: +/- 0.18 PSF EDGE STRIP (a): 3'4" END ZONE (2a): 6'-0.. WIND EXPOSURE CLASSIFICATION: C ADJUSTMENT FACTOR FOR EXPOSURE & HEIGHT: 1.21 03. OCCUPANCY CLASSIFICATION: RESIDENTIAL R-3 (FBC-B 310.5) 04. CONSTRUCTION CLASSIFICATION: VB (FBC-B 602.5) 05. HEIGHT & AREA: ALLOWABLE: 3 STORY, UNLIMITED AREA (FBC-B Table 503) DESIGN: 1 STORY, 1,095 SF UNDER AIR, 152 SF PORCHES, 100 SF STORAGE & 447 SF CARPORT 1,794 SF TOTAL 06. OCCUPANT LOAD: ALLOWABLE: 200 GSF/P = 9 PERSONS (FBC- B Table 1004.1.2) 07: EXIT REQUIREMENTS: MIN. DOOR WIDTH: NA (FBC-B 1008,1.1 EXCEPTION 1) COMMON PATH OF TRAVEL: 75' (FBC-B TABLE 1014.3) MAX TRAVEL DISTANCE: 200' (FBC-B TABLE 1016.2) MIN. CORRIDOR WIDTH: 36" (FBC-B TABLE 1018.2) MAX. DEAD END CORRIDOR" 20' (FBC-B 1018.4) 08: WIND LOAD DESIGN CRITERIA: A. DESIGN WIND LOAD ON INDIVIDUAL TRUSSES BASED UPON TRIBUTARY AREA AS FOLLOWS: B. SEE ROOF WIND LOAD DIAGRAM FOR ZONE LOCATIONS C. OVERHANGS SHALL INCLUDE PORCHES D. MAXIMUM DEAD LOAD UPLIFT SHOWN BELOW IS 8 PSF FOR 3: 12 ROOF PITCH (ROOF >7 TO 27 DEGREES - FBC-R TABLE 301.2) ZONE AREA POS PRESSURE NEG PRESSURE OVERHANG 1 10 +19.1 -30.3 NA 1 20 +17.4 -29.5 NA 1 50 +15.2 -28.3 NA 1 100 +13.5 -27.5 NA 2 10 +19.1 -52.8 -61.7 2 20 +17.4 -48.5 -61.7 2 50 +15.2 -42.9 -61.7 2 100 +13.5 -61.2 -61.7 3 10 +19.1 -78.0 -103.8 3 20 +17.4 -73.0 -93.7 3 50 +15.2 -66.2 -80.3 3 100 +13.5 -61.2 -75.2 ROOFING: A. ATTACH ROOFING MATERIALS AS PER MANUFACTURER'S SPECIFICATIONS & DESIGN CRITERIA SHOWN ON THESE DRAWINGS, B. METAL RCOFING AS PER MANUFACTURER'S SPECIFICATIONS AND PRODUCT APPROVAL ZONE POS PRESSURE NEG PRESSURE 1 +19.1 PSF -30.3 PSF 2 +19.1 -52.8 3 +19.1 -78.0 EXTERIOR COMPONENTS ATTACHED TO THE WALL (SIDING, ETC) A. EXTERIOR WALL COMPONENTS SHALL BE ATTACHED PER MANUFACTURER'S REQUIREMENTS TO MEET THE WIND PRESSURES SHOWN. ZONE POS PRESSURE NEG PRESSURE 4 +24.7 PSF -27.5 PSF 5 +28.7 -35.6 SOFFITS: 2 +31.5 PSF -27.5 PSF 3 +31.5 -41.4 PORCHES: 2 +29.5 PSF -72.1 PSF 3 +29.5 -114.2 09. GRAVITY LOADS: FLOOR: 40 PSF ROOF I DEAD LOAD: 20 PSF ROOF I LIVE LOAD: 16 PSF WALL: 18 PSF Ar l �tet�tiil jte Pl t ey l i to rWWI A New Residence for: KELLY & MARK McELWEE 116 Harris Street Ft. Pierce, St. Lucie County Florida 34982-7802 Copyright02oj.6, Gregory John Burke I ARCHITECT, Gregory John Burke I ARCHITECT, PE 333 171" Street, Suite J Vero Beach, Florida 32960 PH: 772.299.6999 EM: gjburke@burkearchitects.com Cart. of Author. No. AA26001974 Civil Consultant: Mills, Short & Associates 800 8th Street Vero Beach, Florida 32962 No. Date: Description A 07.27.16 Health Department Submittal B 08.30.16 95% Review Package C 09.06.16 Civil Engineering Information 00 09.27,16 Permit, Pricing & Construction Package Key Plan: Key Plan: 0 North Arrow: ARCHITECTURAL SITE PLAN North Arrow: Graphic S Drawn: Proj. No.: GJB 1290.00 -27SEP-16 J Sheet No. Al ■ ®1 AR0001575 l;eitkr�eai 27 SEP 16 pate 8i " x 48" CONDENSER UNIT PAD REF: 06/A2.03 W 0 0 o' s N y MF03 MF03 a 03 MF03 12" SQ (NOM) CONCRETE 04 ° ° -- MFOf . ■ D 01 03 3,11 3.11 MF01 W A f�l H a t- 01, PLACE ALL CONCRETE WORK IN ACCORDANCE WITH THE LATEST EDITION OF THE AMERICAN CONCRETE INSTITUTE (ACI) 301 "SPECIFICATION FOR STRUCTURAL CONCRETE FOR BUILDINGS AND ACI 318 "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE" 02. CONFORM STRUCTURAL CONCRETE TO THE REQUIREMENTS OF ACI 301 AND MAINTAIN A COMPRESSIVE STRENGTH OF 3,000 PSI AFTER 28 DAYS, UNLESS OTHERWISE NOTED. 03. CONCRETE WHEN PLACED $HALL HAVE A SLUMP OF FOUR INCHES (4") PLUS OR MINUS 1 INCH (1"). 04, PROVIDE A MINIMUM 6-MIL POLYVINYL VAPOR BARRIER UNDER SLABS AT ALL AIR CONDITIONED SPACES AND GARAGES. HOLES IN VAPOR BARRIER ARE NOT PERMITTED. PLACE A NEW LAYER OVER THE HOLE AND TAPE AROUND PERIMETER OF ALL PATCHES 05. CONFORMALL REINFORCING TOAMERICAN SOCIETYOF TESTING MATERIALS (ASTM)A615 FOR GRADE 60 STEEL. CONFORM ALL STEEL WELDED WIRE MESH TO ASTM A-185. A. PROVIDE BOLSTERS AND CHAIRS UNDER WELDED WIRE MESH B. USE BOLSTERS WITH PLASTIC COATED LEGS & FEET WHERE EXPOSED TO INTERIOR ELEMENTS. C ENSURE MESH IS EMBEDDED ONE INCH (1") FROM THE TOP OF THE SLAB, LAP JOINTS A MINIMUM OF EIGHT INCHES (8") AND TIE. 67. CONFORM WELDED WIRE FABRIC TO ASTM A-185 AND ADEQUATELY SUPPORT AT THREE FEET (3'-0") ON CENTER. EACH WAY. 07. MINIMUM CONCRETE COVERAGE SHALL BE AS FOLLOWS: A. CAST AGAINST EARTH: 3 INCHES B. EXPOSED TO EXTERIOR ELEMENTS: 1- 1/2 INCHES C. FORMED SURFACES: 1 INCH 08. CONFORM CONSTRUCTION JOINT DESIGN AND LOCATION STRICTLY TO THE REQUIREMENTS OF THE PLANS. ANY CONSTRUCTION OR CONTROL JOINT PREFERRED BY THE GENERAL CONTRACTOR SHALL BE APPROVED BY THE ARCHITECT PRIOR TO PLACING ANY CONCRETE IN THOSE AREAS. 09, REVIEW ALL DRAWINGS AND SHOP DRAWINGS FOR LOCATIONS OF EMBEDMENT ITEMS, SUCH AS PIPE SLEEVES, ANCHOR BOLTS, ETC., PRIOR TO PLACING CONCRETE. 10. INSTALL CONTINUOUS REINFORCING FOR ALL CONTINUOUS FOOTINGS. WHERE SPLICES ARE NECESSARY, LAP SPLICES ARE NOT TO NBE LESS THAN 30 INCHES (30") LONG. INSTALL CORNER BARS AT ALL CORNERS, WITH NO LESS THAN 24 INCHES (24") ON EACH LEG. 1 t USE 3/41NCH (3/4") LARGE AGGREGATE FOR ALL CONCRETE SLABS, BOTH ON GRADE AND ELEVATED. "PEAROCK" IS NOT ACCEPTABLE. 12. AL CONCRETE THAT IS ALTERED (WATER ADDITIVES, ETC.) SHALL BE TESTED TO ENSURE STRENGTH REQUIREMENTS ARE MET. 13. TERMINATE ALL VERTICAL REINFORCING AT THE TOP AND BOTTOM WITH 10 INCH (10") HOOKS, MINIMUM. Project: A New Residence for: KELLY • ♦: MARK 116 Harris Street Ft. Pierce, St. Lucie County Florida 34982-7802 Copyright02oa.6, Gregory John Burke I ARCHITI Gregory John Burke I ARCHITECT 333 171' Street, Suite J Vero Beach, Florida 3291 PH: 772.299,6999 EM: gjburke@burkearchitects.cc Cart. of Author. No. AA26001974 Civil Consultant: Mills, Short & Associates 800 Sth Street Vero Beach, Florida 32962 A3.O1 01. COMPACT SOIL TO A MINIMUM 95% OF MAXIMUM DRY DENSITY AS DETERMINED BY ASTM 1557 (MODIFIED PROCTOR) No. Date: Description 02. FOUNDATIONSARE DESIGNED BASED UPONA PRESUMPTIVE SAFE MINIMUM SOIL BEARING B 08.30.16 95%Review Package PRESSURE OF 2000 PSF. 00 09.27.16 Permit, Pricing & Construction Pack 03. PLACE FOOTINGS ON COMPACTED SOIL FREE OF ORGANIC DEBRIS, 04. INDICATES No. 5 REBAR VERTICAL REINFORCING - LOCATE ON BOTH SIDES OF ALL OPENINGS & A MAXIMUM OF 48" ON CENTER FOR WALL EXPANSES BETWEEN OPENINGS n G North Arrow: FOUNDATION PLAN 0 1' 2' 4' North Arrow Gra Drawn: Proj. No.: GJB 1290.0 Checked: GJB Scale: Fl,t-FZfiE Sheet No. -® A2l 0015750 ■01 A27oSEP16 C n — — (— ATTACH GLUM TO AL BEAM WITH SIMPSON U STRONG TIE CJT4 WITH o a (8)1/4" x 3" SIDS TO a v WALL & (4)1/2" PINS TO Lu BEAM (TYP) n nI If1Vl1 VI-V1"1 IV ! 6 BEAM WITH SIMPSON STRONG TIE CJT4 WITH (8) 1 /4.14 x 1" SHEET METAL SCREWS r0 BEAM & (4)1/2" PINS TO BEAM (TYP) rl ®0$ -a171100,11 roil Project: 01, PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY A FLORIDA LICENSED PROFESSIONAL ENGINEER FOR ALL PRESCRIBED LOADS. INCLUDE IN TRUSS ENGINEERING SHOP DRAWINGS: LAYOUT, DESIGN LOADS, TRUSS REACTION (DEAD LOAD, LIVE LOAD AND DEAD LOAD & WINDLOAD), AND ALL OTHER INFORMATION REQUIRED FOR A New Residence PROPERTRUSS INSTALLATION, ERECTIONAND BRACING CRITERIA. INCLUDE IN DESIGN OF TRUSSES THE UPLIFT EFFECTS OF WIND LOADS AS INDICATED IN THE CODE COMPLIANCE for: DATA. A. DO NOT DELIVER TRUSSES TO SITE MORETHANTHREE DAYS PRIORTO INSTALLATION. STORE IN ACCORDANCE WITH TPI-95. B. PROVIDE A WEB MEMBER T ANY AND ALL PITCH CHANGES OFTHE TOP & BOTTOM KE CHORD, EXTENDING TO PANEL POINT ON OPPOSITE CHORD. MAXIMUM LENGTH OF L LY & BOTTOM PANEL SHALL NOT EXCEED 9 FEET, EXCEPTAT SHORTTRUSS HEELS WHERE REQUIRED HURRICANE STRAP WILL BEND OVER THE TOP CHORD, PROVIDE MINIMUM MARK C. PROVIDETAL 2Cx 6tTOPOVER CHORDSLOF TRUSTRUSS SESING WHERE TRUSSES ARE LOCATED OVER INSULATED AREAS. USE 2 x 4 TOP CHORDS WHERE TRUSSES AND OUTLOOKS ARE LOCATED. D. MINIMUM MEMBER SIZE IS 2 x 4 SOUTHERN YELLOW PINE No. 2. M C E �� E E E. IN ADDITION TO DESIGNATED TRUSS LOADS, DESIGN TRUSSES FOR ADDITIONAL LOADS AS INDICATED FOR SPECIAL CONDITIONS. F. DESIGN BOTTOM CHORDS FOR ATTIC TRUSSES FOR LIVE LOAD PER 2014 FLORIDA BUILDING CODE - RESIDENTIAL 301.5. G. DESIGN TRUSSES CONFIGURATION SOTHATALL HANGERS SHOWN ON THE DRAWINGS CAN BE PROPERLY ATTACHED. TRUSS ENGINEER IS RESPONSIBLE FORALLTRUSS TO 116 Harris Street TRUSS CONNECTION DESIGN AND SPECIFICATION. FtPierce, St. Lucie Count H. ANCHOR ALL TRUSSES AND RAFTERS W WITH A CONNECTOR STRAP AS SHOWN ON THE . > y DRAWINGS. PROVIDE A BOND BREAK VAPOR BARRIER BETWEEN THE TRUSS BOTTOM Florida 34982-7802 CHORD AND THE CONCRETE AND/OR CONCRETE MASONRY 02. ROOF SHEATHING SHALL BE A MINIMUM OF 112-INCH (NOMINAL) CDX, SPAN -RATED STRUCTURAL PLYWOOD INSTALLED WITH FACE GRAIN PERPENDICULAR TO THE ROOF FRAMING WITH 10d RING SHANK, CORROSION RESISTANT NAILS AT 4-INCHES ON CENTER AT PANEL EDGES AND 8-INCHES ON CENTER IN THE FIELD. 03. EXTERIOR FRAME WALL SHEATHING SHALL BE 112-INCH THICK (NOMINAL) HUBER ENGINEERED WOODS "ZIP SYSTEM" CONSISTING OF DOC P2, 32/16 STRUCTURAL 1; '% PERFORMANCE CATEGORY, ORIENTED STRAND BOARD MADE WITH BINDER AND NO Copyright©2o16, Gregory John Burke ARCHITECT, PA ADDED UREA FORMALDEHYDE AND INTEGRAL AIR -BARRIER MATERIALS AND ACCESSORIES. NAIL TO STUDS USING I Od CORROSION RESISTANT NAILS AT 4-INCHES ON DesignTeam: CENTER ON THE PANEL EDGES AND 10-INCHES ON CENTER IN THE FIELD. NAIL TO EACH `O STUD AT THE ENDS OF WALLS, FOLLOWING THE EDGE SPACING. BACK -OUT AND REMOVE ALL NAILS THAT DO NOT FULLY PENETRATE OR MISS FRAMING MEMBERS. O 04. LUMBER GRADES FOR EXTERIOR BEARING WALLS, TOP PLATES, WINDOW& DOOR BUCKS AND HEADERS SHALL BE 2 x 6s AT 16-INCHES ON CENTER, SOUTHERN YELLOW PINE No. 2 OR BETTER. BOTTOM PLATES AGAINST CONCRETE SHALL BE PRESSURE TREATED SOUTHERN YELLOW P INE No. 2 OR BETTER. INTERIOR STUD WALLS SHALL HAVE THE SAME SPECIES AND GRADE AS EXTERIOR WALLS AND BE CONSTRUCTED OF 2 x 4s AT 16-INCHES ON CENTER, EXCEPT AT LAUNDRY ROOM WET WALL, WHERE 2 x 6'S AT 16-INCHES ON CENTER SHALL BE USED. Grim Or John Burke I ARCHITECT PA FALSE OUTLOOK (TYP) REF: A3.00 SERIES DWGS (2) 2 x 6 OUTLOOKS @ 24" C/C (TYP) 9 7 05, ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED OR 333 170 Street, Suite J Vero Beach, Florida 32960 BE INSTALLED WITH AN APPROVED BOND BREAKER. PH: 772.299.6999 EM: gjburke@burkeerchitects.com 06. ALL NAILS AND METAL HARDWARE EXPOSED TO THE ELEMENTS SHALL BE GALVANIZED. Cart. of Author. No. AA26001974 ALL NAILS SHALL BE COMMON WIRE NAILS, UNLESS OTHERWISE NOTED, SPACE NAILS AT STRAPS AS TO NOT SPLIT WOOD. BEAM LEGEND PRE -CAST CONCRETE BEAM I LINTEL (2) CONCRETE MASONRY UNIT U-BLOCK TIE BEAM (2) 2x6 SOUTHERN YELLOW PINE TOP PLATE MARK TOP / BEAM EL SIZE (W x D) REINFORCING BOT MID TOP SPACING BB24 +T-4" 81`8 0B/1T NA #7 #5 CORNER BARS BB48 +7'4" 81`241B/1T #5 #7 #5 CORNER BARS BB56 +7'-4" 8F241B/1T #5 #7 #5 CORNER BARS BB64 +7'-4" 8F241B/1T #5 #7 #5 CORNER BARS BB112 +T4' 81`241 B/2T #5 #7 #5 CORNER BARS BB120 +7'-4" 81`241 B12T #5 #7 #5 CORNER BARS BB128 +7'-4" 8F241B/2T #5 #7 #5 CORNER BARS BB152 +T-4" 81`241B12T #5 #7 #5 CORNER BARS 01. ALL HEADERS AT MASONRY WALLS ARE PRE -CAST CONCRETE LINTELS MANUFACTRURED BY CAST-CRETE 02. COORDINATE LINTEL LENGTH WITH STACK BOND EXPOSED MASONRY REF: A3.01 01. DESIGN WIND LOAD ON INDIVIDUAL TRUSSES BASED UPON THE TRIBUTARY AREA SHALL BE AS INDICATED BELOW. 02. SEE ROOF WIND LOAD PLAN FOR ZONE LOCATIONS, 03. INCLUDE PORCHES & ROOFS IN OVERHANG CALCULATIONS. 04. MAXIMUM DEAD LOAD RESISTING UPLIFT SHOWN BELOW SHALL BE 8 PSF. MARK TOP/BEAM SIZE (W x D x T x L) REMARKS EL BEAM 01 +T-31/2" 4" x 8" x 1/4" x 18'-11" ALUMINUM WRAP 3 SIDES W/ AZEK BEAM 02 +T-31/2" 4" x 8" x 1/4" x 20'-6" ALUMINUM WRAP 3 SIDES W/ AZEK BEAM 03 +T-31/2" 4" x 8" x 1/4" x 18'-0" ALUMINUM WRAP 3 SIDES W1 AZEK BEAM 04 +T-31/2" 4" x 8" x 1/4" x T-2" ALUMINUM WRAP 3 SIDES W/ AZEK BEAM 05 +T-31/2" 4" x 8" x 1/4" x F-l" ALUMINUM WRAP 3 SIDES W/AZEK BEAM 06 +T-31/2" 4" x 8" x 1/4" x 10'-7" ALUMINUM WRAP 3 SIDES W/AZEK BEAM 07 +T-31/2" 4" x 8" x 1/4" x 9'-2" ALUMINUM WRAP 3 SIDES W/ AZEK BEAM 08 +T-3112" 4" x 8" x 1/4" x 1'-6" ALUMINUM WRAP 3 SIDES W/ AZEK BEAM 09 +T-3112" 4" x 8" x 114" x 10" ALUMINUM WRAP 3 SIDES W/ AZEK Civil Consultant: Mills, Short & Associates 800 8th Street Vero Beach, Florida 32962 Issues I Revisions: :v^ No. Date: Description B 08,30.16 95% Review Package 00 09.27.16 Permit, Pricing & Construction Package G North Arrow: ROOF FRAMING PLAN 0 1 2 41 8 North Arrow: Graphic Scale: Drawn: Proj. No.: GJB 1290.00 nF GJB DI e: r 27 SEP 16 ��JJJJJ Sheet No. AR00015750 Certificate Nc.. AIN 27 SEP 16 Date Signjai. �:,.. n pX a T ~ DETAIL -BUCK 08 SCALE: 3/4" = 1'-0" 07 ATTACHMENT DETAIL -OPNG REINFORCEMENT SCALE:3/4" = 1'-0" LINTEL OR TIE BEAM ROWS OF (2)1/4" DIACORROSION RESISTANT TAPCONS INTO SOLID OR GROUTED MASONRY WI2" EMBED MENT (TYP) PRESSURE TREATED WOOD BUCK REF: OPENINGS DETAILS FOR SIZE (TYP) MASONRY WALL SYSTEM (TYP) (2) COURSE 8" (NOM) CONCRETE MASONRY U-BLOCK LINTEL No. 5 REBAR DOWEL WITH 10" ACI HOOK (TYP BOTH SIDES OF OPENING) SCHED PRE -CAST CONCRETE LINTEL REF: A2.02 FOR SCHEDULE & LOCATION No, 5 REBAR WITH 10" ACI HOOK (TYP TOP & BOT / OPENING) No. 5 REBAR VERTICAL REINFORCING (TYP BOTH SIDES OF OPENING) WINDOW OPENING - SIZES VARY 8" (NOM) CONCRETE MASONRY U- BLOCK LINTEL I SILL No. 5 REBAR WITH 10" ACI HOOK (TYP TOP & BOT / OPENING) SCHED FOOTING FOR TYPICAL NOTES REF: 021A2103 3/16" DIA STAINLESS STEEL CABLE - PULL TIGHT OVER AC CONDENSER UNIT AC CONENSER UNIT SECURE EACH END OF CABLE TO CONCRETE SLAB WITH 5/8" DIA x 3" LONG EXPANSION ANCHORS & HOLD DOWN TAB - CRIPMP ENDS OF CABLE WITH LEAD SLEEVES OR CABLE CLAMPS (TYP) 4" THK, 3000 PSI CONCRETE SLAB WITH TURNED DOWN PERIMITER 05 T FOR TYPICAL NOTES v FOR TYPICAL NOTES REF: 02/A2,03 REF: 02/A2.03 — No. 5 REBAR (CONT) TI LAB EL 0'.0" �k v �. 4" x 8" (NOM) CAST -IN -PLACE CONCRETE TIE BEAM WITH (1) No. 4 REBAR TOP & BOT & No. 2 REBAR " STIRRUPS @ 8C/C G p 4"x8"(NOM)CONCRETE MASONRY UNIT DECORATIVE SCREEN BLOCK (TYP) No. 4 REBAR VERTICAL REINFORCEMENT ul �.; 4"x8"(NOM)CONCRETE MASONRY `= UNIT DECORATIVE SCREEN BLOCK (TYP) No. 3 REBAR DOWEL DETAIL-SFoz & SCREEN WALL SCALE: 11/2"= 1'-0" FOR TYPICAL NOTES REF: 02/A2.03 FRAME PARTITION & HOLD DOWN REF: A3.20 SERIES DWGS p G p ;o p P ° TI DETAIL-MFoz SCALE: 11/2"= 1'-0" 9" HIGH (NOM) CONCRETE MASONRY UNIT STARTER BLOCK (TYP) — 4" THK MONOLITHIC SLAB & FOOTING III REF: FOUNDATION NOTES FOR III REINFORCING INFORMATION (TYP) pIIlI GIII p\ GLV—LIN'E TICAL DETAIL-MFos SCALE: 11/2"= 1'-0" A New Residence for: KELLY & MARK McELWEE 116 Harris Street Ft. Pierce, St. Lucie County Florida 34982-7802 Copyright©zo16, Gregory John Burke ARCHITECT, PA O REINFORCING REF: FOUNDATION PLAN (TYP) LINE OF No. 5 REBAR DOWEL - EXTEND UP 32" ABOVE FINISHED FLOOR SLAB o (TYP) No. 5 REBAR (CONT - TYP) 4 x 4 x 3/8" ALUMINUM COLUMN 1/2" THK AZEK CELLULAR POLYVINYL CHLORIDE (CPVC) COLUMN WRAP 1/8" ACRYLIC SEALANT JOINT APPROX LINE / FIN GRADE GROUT COLUMN SOLID No. 5 x 6" LONG REBAR THRU COLUMN 0 CAST -NI -PLACE CONCRETE COLUMN FOOTING SEMI -RIGID FOAM INSULATION SETTING BLOCK COMPACTED FILL (TYP) Gregory John Burke I ARCHITECT, PA 333 171h Street, Suite J Vero Beach, Florida 32960 PH: 772.299.6999 EM: gjburke@burkearchitects.com Cart. of Author. No. AA26001974 No. Date: Description B 08,30,16 95% Review Package 0 North Arrow: FOUNDATION & MASONRY DETAILS North Arrow: Graphic Scale: Drawn: Proj. No.: GJB 1290.00 ,rrrrr,� GJB Scale: lei DETAIL - AC PAD S SC 06 n 04 DETAIL-MFo3 SC ALE :11/2"= 1'-0" 01 DETAIL-CFoz SCALE: 1'-Q" r Sheet No AR00015750 Certificate No : A2m03 27 SEP 16_ Date signF:f. 110 L11, TYP Yf 0 0 SIMPSON STRONG -TIE LUS26-2 - (6) FOR ARCHITECTURAL COMPONENTS v SD9112 TO FACE & (4) SD9112 TO REF: A320 SERIES DWGS OUTLOOK W/ EXTRA CORRISION RESISTANCE (TYP) 2 x 4 "RAT RUM' FOR DIAGONAL BRACING -ATTACH TO EACH TRUSS (2) 2 x 6 OUTLOOK @ 24" CC (TYP) WITH (2)16d CORROSION RESISTANT NAILS @ EACH TRUSS (TYP TOP & 2 x INSULATION STOP (TYP) BOTTOM) E PERPENDICULAR 2 x 6 ATTACH TO PRE-ENGINEERED WOOD TRUSS WITH TRUSS MEMEBER WITH 12d 2 x 6 TOP CHORD (TYP) CORROSION RESISTANT NAILS @ 8" C/C @ DIAGONAL BRACES (TYP) 2 x 10 DIAGONAL X-BRACING @ 48" C/C - ATTACH TO EACH TRUSS WITH (2) #14 ROOF DECK (SHEATHING) -ATT H @ x 21/2" CORROSION RESISTANTWOOD 4" C/C FPR THE FIRST THREE USSES SCREWS OR (2)16d CORROSION (TYP) RESISTANT NAILS (TYP) 11 a 0 0 I 0 / TRUSS - EXTEND E 0 HEN EACH UST MASONRY WALL SYSTEM (TYP) SIMPSON STRONG TIEHHETA20 STRAP FROM TRUSS TO MASONRY TIE BEAM WITH (10)10d x 1 1/2" CORROOION RESISTANT NAILS OR (9)16d COROSION RESISTANT NAILS @ EACH END & 24" C/C THROUGHOUT (TYP) DETAIL - GABLE END BRACE SCALE: 1 1 /2"= V-0" NOTES BEAM (BEYOND - ESS STEEL, SELF - SCREW (TYP) c8"x318"THKALUMINUM COLUMN WRAP (TYP) #8 x 1" STAINLESS STEEL, SELF - TAPPING TEK SCREWS (TYP) LINE OF 31/2" x 71/2" x 3/81, THK x 5" LONG CONNECTOR SLEEVE (BEYOND - TYP) DETAIL -GIRDER-BEAM CONN SCALE:3" = 1'-0" FOR TYP NOTES 0 0 0 0 ROOF CONSTRUCTION vrr MImWInl��Ml`i • • • • .•` LINE OF CPVC WRAP (BEYOND -TYP) \\� LOCK SHOULDER MITER (TYP) 4" x 8" x 3/8" ALUMINUM GIRDER (TYP) 3/4" THK CPVC GIRDER WRAP (TYP) 1/4" DIA CONTINUOUS ROUTED DRIP (TYP) LINE OF 3 x 8 (NOM) GLULAM RAFTER (TYP) GIRDER (SYM ABOUT) GIRDER I RAFTER CONN SCALE:3" = 1'-01 ' CARPORT BEAM I RAFTER DETAIL SCALE: 6" = 1'-0r° A7FK CFI I III AR Pni YVINYI CHI nRIl)F F E A New Residence for: KELLY & MARK MCELWEE 116 Harris Street Ft. Pierce, St. Lucie County Florida 34982-7802 Copyright CU2oi6, Gregory John Burke I ARCHITECT, PA Gregory John Burke I ARCHITECT, PA 333 171h Street, Suite J Vero Beach, Florida- 32960 PH: 772.299.6999 EM: gjburke@burkearchitects.com Can. of Author. No. AA26001974 No. Date: Description - Key Plan:' FRAMING DETAILS North Arrow: Graphic Scale: Drawn: Proj. No.: GJ B 1290.00 Checked: GJB ~' it' a9F4 , u 6s Date: (CPVC) COLUMN WRAP (TYP) Gread Alt, Sheet No. AR00015750 CertlficateNo: A2m04 27 SEP 16 Date signed: Project: W V-77/'". 5' L - - ----STORAGE- L - - - - - - - -- F - - - - - - - - - - - -1 I- - - - - - - - - I 04 I L --- IF- 17- ZZ IL I F- 4-- I �'EQ II J L — — — — — — — — — — - — — — — — — — -- I I F— — — — — — 7 1 1 F I L — — — — IL-------- I 05 j L — — — -- — — — — — — — — — J L 7 F -- — — — — — — — — — — — — 1 -- TARPORT 7 F- -11 --- - - - - - - - - - 0 00 -J L I -- — — — - — — - — — — — — — — �17 1 (0- -1 F— J 02 3.11 J L — — — — — — A4. L 04 LIVING p I I —'F L MASTER BED L- - - - - -j L F-= ROOM U 'k - - - 10 — -- 2668 - - - - - - - �4 (0 02 N Q WAS ROOM 0 KITCHEN 00 IC -D— 'F1 6 00 0 RO WH Cq 0 1 -4111 ENtRY 26 8 PANTRY HALL P n -V -iWDR RM in ' Ll L 0 R W03 4 — ------------- IF— 1— 7 38 - SLEEPING F DOMS PROVIDE AN EGRESS 00 00 -1 WINDOW w I-H A NET CLEAR OPENING -1 C14 OF 5 SQ. :T. FOR GROUND FLOORS, 00 5.7 SO. FT. 0 Fl R UPPER FLOORS. OPENINGS 6'-11' 31 SHALL NOT BE LESS THAN 24'H OR 20'W SILL NOT M )RE THAN 4,V* ABOVE FLOOR. NN BED RM 2 0 03 B W04 25 U-] UJI LU (D U- 03 11 d/ �03 hm W WALL SYSTEM STRUCTURE EXISTING PARTITION OR WALL EXISTING COLUMN FURR PARTITION WALLSYSTEM STRUCTURE CEMENT PLASTER r. FINISH CONCRETE COLUMN POURED CONCRETE 17-41 FURR PARTITION 9'-4" 2 "-0" WALL SYSTEM STRUCTURE - EXTERIOR WALL FINISH MID MASONRY MASONRY COLUMN FURR PARTITION ALIGN FACE /STLID — -- — — — — — — — — — - FACE / MASY MO 1/2" 3'-411 MO 4'-8" Lug 13'-4" I O M I SLEEPING ROOMS PROVIDE AN EGRESS WINDOW WITH A NET CLEAR OPENING OF 5 SO, FT. FOR GROUND FLOORS 5'7 SC)' FT FOR UPPER FLOORS OPENINGS SH ALL NOT BE LESS SILL THAN 24'H OR 20'W NOT MORE THAN 44" ABOVE FLOOR, I A New Residence for: FRAME PARTITION OIKUUIUKt 116 Harris Street GYPSUM WALLBOARD Ft. Pierce, St. Lucie County FINISH TUBE STEEL COLUMN Florida 34982-7802 STUD FRAMING FIRE EXTINGUISHER (INSULATION WHERE SHOWN) FIE RATED - 2-A:10:B:C 5 LB CAPACITY NOT ALL SYMBOLS MAYBE USED ON THIS PROJECT Copyrightc)2oi6, Gregory John Burke ARCHITECT, PA Design Team: 01. FOR SYMBOLS & ABBREVIATIONS 05. WHERE KEY NOTES OR DATUM REF: SHT A0.00 ELEVATIONS ARE SHOWN AS -AFF", THE TERM "AFF" IS DEFINED AS THE TOP OF 02. PERFORM ALL WORK IN ACCORDANCE THE CONCRETE SLAB, 1A WITH THE GENERAL CONDITIONS OF THE CONTRACT, AIA DOCUMENT A201, 1997 EDITION. 03. DO NOT SCALE DRAWINGS. WHERE INFORMATION IS NOT SHOWN AND IN Gregory John Burke I ARCHITECT, PA THE CONTRACTOR'S ESTIMATION, A 333 1 r Street, Suite J Vero Beach, Florida 32960 DIMENSION IS REQUIRED, NOTIFY THE ARCHITECT IMMEDIATELY IN WRITTEN PH: 772.299.6999 EM: giburke@burkeerchitects.com VIA THE REQUEST FOR INFORMATION Carl. of Author. No. AA26001974 PROCESS (RFI) FOR CLARIFICATION. 04, DIMENSIONS ARE DRAWINGS ARE SHOWN AS FOLLOWS (UON): Civil Consultant: DIMENSIONS FOR THE EXTERIOR OF Mills, Short & THE BUILDING ARE SHOWN FROM OUTSIDE FACE OF CONCRETE Associates MASONRY TO OUTSIDE FACE OF CONCRETE MASONRY; FROM OUTSIDE FACE OF CONCRETE MASONRY TO FACE 800 8th Street OF SHEATHING ON FRAME WALLS; AND Vero Beach, Florida 32962 FROM OUTSIDE FACE OF SHEATHING TO OUTSIDE FACE OF SHEATHING FOR FRAME CONSTRUCTION (LION). DIMENSIONS FOR INTERIOR OF THE BUILDING ARE SHOWN FROM THE OUTSIDE FACE OF MASONRY TO THE FACE OF GYPSUM WALLBOARD; AND FROM THE FACE OF GYPSUM WALLBOARD TO'THE FACE OF GYPSUM WALLBOARD (LION). Issues Revisions: 01. LINE OF ROOF OVERHANG (ABOVE No. Date: Description TYP) B 08,3016 95% Review Package 02. LINE OF ALUMINUM CLAD BEAM (ABOVE - -TYP) D 09.1416 KITCHEN LAYOUT REF: A2.00 SERIES DWGS 00 09.27.16 Permit, Pricing & ConstructionPackage 03. LINE OF STOOP (TYP) REF: A2.00 SERIES DWGS 04. LINE OF A/C CONDENSER PAD REF: A2.00 SERIES DWGS 05. LINE OF ALUMINUM CLAD CARPORT BEAM(ABOVE-TYP) REF: A2.00 SERIES DWGS 06. LINE OF WOOD RAFTERS (ABOVE -TYP) REF: A2.00 SERIES DWGS 07. LINE OF 2 x 8 PAINTED WOOD FAUX BEAM (ABOVE- TYP) 08. LINE OF GYPSUM WALLBOARD HEADER @ 8--7" (NOM - ABOVE) 09. LINE OFATTIC ACCESS LADDER(ABOVE) - COORDINATE LOCATION WITH TRUSS PLACEMENT, 10. ROD & SHELF (TYP BOTH BEDROOMS) North Arrow. ARCHITECTURE PLAN 0 V 24' 81 North Arrow: Graphic Scale: Drawn: Proj. No.: GJB 1290.00 GJ13 Scale: 1/4" = I r% ...... 21SE P I Grego urke, AIA Sheet No. A2ml 1 AR00015750 Certificate Oki 27 SEP 16 Date Slgt— W W I i 0 02 A3.01 TRUSS DIM 01. LINE OF BUILDING EXTERIOR WALLS (BELOW - TYP) 02. LINE OF ALUMINUM CLAD BEAM (BELOW -TYP) 03. LINE OF FAUX OUTLOOK (BELOW - TYP) 04. STANDING SEAM METAL ROOFING (TYP) 05. ROOFING MFR'S STD RIDGE CAP (TYP) 06. TERMINATE RIDGE CAP WITH BIRD'S BEAK HEMMED EDGE (TYP Project: A New Residence for: KELLY & MARK McELWEE 116 Harris Street Ft. Pierce, St. Lucie County Florida 34982-7802 Copyright©2o16, Gregory John Burke I ARCHITECT, PA 0 -Design Team: Gregory John Burke I ARCHITECT, PA 333 171" Street, Suite J Vero Beach., Florida 32960 PH: 772.299.6999 EM: giburke@burkearchftects.com Can. of Author. No. AA26001974 Civil Consultant: Mills, Short & Associates 800 8th Street Vero Beach, Florida 32962 issues I • No. Date: Description B 08,30.16 95% Review Package 00 09.27.16 Permit, Pricing & Construction Package Key Plan: G North Arrow: ROOF PLAN 0 1' 2' 4' 8' North yWArrow. G—raphhiic Scale: j Drawn: Proj. No.: GJB 1290 Checked: GJB Scale: 2- 7P 96 l Sheet No. AR00015750 Certificate Nw.: ■ 27 SEP 16 Date Signs,): i El 24" x 24" LED LIGHT FIXTURE SUPPLYAIR DIFFUSER 01., INSTALL A COMPLETE ELECTRICAL SYSTEM FOR LIGHT AND POWER FROM THE POINT OF THE POWER COMPANYTO AND THROUGH THE MAIN SERVICE DISCONNECT, DISTRIBUTION 24" x 48" LED LIGHT FIXTURE RETURN AIR GRILLE PANEL AND BRANCH PANEL (IF SHOWN IN THE DESIGN). COORDINATE WITH ELECTRICAL UTILITY FOR INSTALLATION OF THE METER, A NOW Residence 02. THE CONTRACTOR IS RESPONSIBLE FOR ALL EXCAVATION, DRILLING, DEWATERING, for: CEILING MOUNTED LED ® EXHAUST FAN BACKFILLING, COMPACTING AND REPAIR OF PAVEMENTS AND LANDSCAPE FINISHES REQUIRED IN SUPPORT OF THE ELECTRICAL WORK. r" OVIDED FLEGI AIU MUMr. i ii- `,'EC7-ORS WITS 8ii TTERY BACK - UP IN ALL SU zlpiNG AREAS AND ST RI NO!NG WfRET:• SIC Tf ?:'i T�iE.A TIVATION OF A 0F.TFC10ij +A°H. L A RVATE ALL. n n n DOWNLIGHT FIXTURE SINGLE POLE MOTION CEILING MOUNTED MS SENSOR SWITCH COMBONATION LED WALL WASH ER -DOWN LIGHT THREE POLE SWITCH FIXTURE 3 LED WALL SCONCE LIGHT DIMMER SWITCH FIXTURE D JAMB SWITCH ® FLOURESCENT STRIP LIGHT Js FIXTURE � FIRE SPRINKLER CEILING MOUNTED EXIT SIGN WITH LIT FACE INDICATOR SMOKE DETECTOR WALL MOUNTED EXIT SIGN MOTION SENSOR WITH LIT FACE INDICATOR (b SIMPLEX ELECTRICAL ZS TELEPHONE OUTLET +XX RECEPTACLE E DATAOUTLET (t DUPLEX ELECTRICAL M COMBINATION TELEPHONE- +XX RECEPTACLE DATAOUTLET DOUBLE DATAOUTLET DOUBLE DUPLEX ELECTRICAL RECEPTACLE DOUBLE COMBINATION TELEPHONE -DATA OUTLET SPECIAL PURPOSE +xx ELECTRICAL RECEPTACLE ® CABLE TV OUTLET WEATHERPROOF DUPLEX VVP ELECTRICAL RECEPTACLE THERMOSTAT +xx �, GROUND FAULTDUPLEX EMERGENCY LIGHT FIXTURE G I ELECTRICAL RECEPTACLE REF: ELEC DWGS 4- SWITCH CONTROLLED DISCONNECT SWITCH ELECTRICAL RECEPTACLE FLOOR MOUNTED ELECICOMM RECEPTACLE REF: ELEC DWGS ELECTRICAL PANEL BOARD "+XX" INDICATES MOUNTING HEIGHT IN INCHES ABOVE SLAB @ NON -TYPICAL CONDITIONS NOT ALL SYMBOLS MAY BE USED ON THIS PROJECT h 03. PROVIDE ELECTRIC SERVICE CONSISTING OF 200AMPS, 120/240 VOLT, SINGLE PHASE RAIN KE L LY & TIGHT, UNDERGROUND. 04. PROVIDE 20 FEET OF No. 4 COPPER WIRE AS GROUND ELECTRODE IN FOUNDATION A FOOTING. Y' MARK ARK 05, BOND INTERIOR PIPING SYSTEM WITH No, 8 BARE COPPER, PROVIDE WITH No. 4 COPPER. M c E LW E E 06. MAIN JUMPING BOND 07. MOUNT ALL ELECTRICAL SWITCHES ON THE CENTERLINE OF THE DOOR LEVER (KNOB OR PULL), UNLESS OTHERWISE NOTED ON DRAWINGS. GANG SWITCHES WHEREVER POSSIBLE. 08. ALL MEASUREMENTS ARE FROM THE TOP OF THE SLAB AND MEASURED TO THE CENTER 116 Harris Street OF THE OPERATING DEVICE. Ft. Pierce, St. Lucie CountyFlorida 09, INSTALL SPECIFICATION GRADE 125-277 VOLT, 20 AMP SWITCHES. 34982-7802 10. MOUNT ALL RECEPTACLES WITH THE GROUND PIN DOWN. 11. MAKE THE BOTTOM HALF OF RECEPTACLES SHOWN AS BEING CONTROLLED BY A SWITCH AS SUCH. 12. FOR ALL LINE VOLTAGE It 10 AND HIGHER) POWERED EQUIPMENT, FURNISH AND INSTALL AS NECESSARYALL CONDUIT, CONDUCTORS, AND DISCONNECT SWITCHES FROM FEED TO EQUIPMENT. ANY LOW -VOLTAGE CONTROL WIRING SHALL BE PROVIDED BYTHE EQUIPMENT SUPPLIER. Copyright©zoi6, Gregory John Burke (ARCHITECT, PA 13. CONFIRM NEMA RATING OF APPLIANCE OUTLETS. Design 14, MAXIMUM SPACING OF OUTLETS SHALL NOT EXCEED 12 FEETMEASURED ALONG THE WALL LENGTH AND AT ANY WALL OVER 24 INCHES LONG IN ALL ROOMS EXCEPT HALLS, KITCHEN, BATH, UTILITYAND/OR GARAGE I CARPORT, ONE OUTLET IS REQUIRED FOR HALLS OVER 10 FEET LONG. 15. INSTALL LIGHT FIXTURES IN WALK-IN CLOSETS WHERE SHOWN ON THE DRAWINGS A MINIMUM OF 12 INCHES FROM THE LEADING EDGE OF SHELVES. 16. PROVIDE SEPARATE 20 AMP CIRCUIT TO LAUNDRY ROOM, GREAT ROOM BATHROOM AND A MINIMUM OF (2) 20 AMP CIRCUITS TO THE KITCHEN. Gregory John Burke I ARCHITECT, PA 17. PRE -WIRE FOR CABLE TELEVISION AND DATA IN GREAT ROOM, BEDROOMSAND PANTRYAS 333 171" Street, Suite J Vero Beach, Florida 32960 INDICATED ON THE DRAWINGS. PH: 772.299.6999 EM: gjburke@burkearchitects.com 18. INSTALL AT LEAST (1) SWITCHABLE LIGHTING OUTLET IN ATTIC IN CLOSE PROXIMITYTO THE Cart. of Author. No. AA26001974 LOCATION OF THE ATTIC SCUTTLE LADDER, 19. INSTALL GROUND FAULT CURRENT INTERRUPTER FORALL OUTDOOR, GARAGE (CARPORT) I SHED, KITCHEN AND BATHROOM RECEPTACLE OUTLETS. ALSO INSTALL F RECEPTACLE IS Civil Consultant: WITHIN 6 FEET ARC OF OUTER EDGE OF ANY SINK AND TO POOL PUMPS AND MOTORS CONNECTED TO 15A OR 20A BREAKERS. Mills, Short & 20, PROVIDE ARC FAULT PROTECTION ON ALL 120 VOLT, 15 AMP AND 20 AMP CIRCUITS EXCEPT Associates IN KITCHENS, BATHROOMS, LAUNDRY ROOM AND OUTDOORS. 21. PROVIDE TAMPER -RESISTANT RECEPTACLES ON ALL 120 VOLT, 15 AMP AND 20 AMP 800 8th Street OUTLETS EXCEPT RECEPTACLES LOCATED WITHIN 5 FEET 6INCHES ABOVE THE FLOOR OR Vero Beach, Florida 32962, ARE LOCATED WITHIN DEDICATED SPACE FOR AN APPLIANCE THAT IN NORMAL USE IS NOT EASILY MOVEABLE FROM ONE PLACE TO ANOTHER, 22. FURNISH AND INSTALL VENTILATION FANS CAPABLE OF PRODUCING A CHANGE OF AIR EVERY 12 MINUTES IN THE BATH OR UTILITY ROOMS. 23. FURNISH AND INSTALL A DOOR BELL SYSTEM, 24. PROVIDE INTERCONNECTING SMOKE DETECTORALARM CONFORMINGTO NFPA72 SECTION 29.5,2 AND LOCAL BUILDING CODES INCLUDING FLORIDA BUILDING CODE - RESIDENTIAL R314 AND R315. MAKE SURE NO DETECTOR IS WITHIN 3 FEET OF ANY AIR CURRENT SOURCE, INCLUDING SUPPLY/RETURN DUCT TERMINATIONS AND CEILING FANS, Issues Revisions: 25, USE 14 AWG OR LARGER CONDUCTORS FOR POWER WIRING. USE ONLY COPPER CONDUCTORS ON CIRCUITS. TYPE NM-B CONDUCTORS CAN BE USED WHERE ALLOWED BY No. Date: Description CODE. PROTECT ALL IN SLAB OR UNDERGROUND CONDUCTORS RATED FOR ITS B ENVIRONMENT.. 08.30.16 95% Review Package 00 09.27.16 -Permit, Pricing & Construction Package Loll W North Arrow: aryY ELECTRICAL PLAN 0 V 2 4 North Arrow: Graphic Scale: Drawn: Proj. No.: GJB 1290.00 nP ors _ Checked GJB ScaleR nn 27 SEP 16 Sheet No. A2n21 AR00015750 Certificate No,: 27 SEP 16 Date Sig, TRUSS BEARING _ EL - 39.17 NAVD (ARCH - +8'-8") TOP / CARPORT BEAM _ EL - 37.79 NAVD (ARCH = +7'-31/2") TOP I MAIN FL SLAB _ EL = 30.50 NAVD (ARCH = 0'-0") jh TOP ISTORAGE FLSLAB _ EL = 30,17 NAVD (ARCH = - 0'.4") SOUTH ELEVATION SCALE:1/4" = 1'-0" jil TRUSS BEARING -EL 7NAVD (ARCH = +8',8") TOP/CARPORT BEAM _ -EL 37.79 NAVD (ARCH - +7'-31/2") ja TOP I MAIN FL SLAB _ Ij EL = 30.50 NAVD (ARCH = 0'-0") TOP/LANAI FL SLAB _ EL = 30.17 NAVD (ARCH = - 0'-4") NnRTH FI FVATInN SCALE:1/4" = 1'-0" FOR TYPICAL NOTES FOR TYPICAL NOTES REF: 01 /A3.01 FOR TYPICAL NOTES :u' d 01. LINE OF FINISHED GRADE (TYP) 02. LINE OF FOOTING (BEYOND - TYP) 03. LINE OF COLUMN FOOTING (BEYOND - TYP) 04. LINE OF STOOP 05. LINE OF CONCRETE CONDENSER CONCRETE PAD 06, STACK BOND SEALED CONCRETE MASONRY WALL (TYP) 07. PRE -CAST CONCRETE LINTEL (TYP) 08. STACK BOND DECORATIVE MASONRY WALL 09. CULTURED STONE WALL VENEER (TYP) 10, 8-INCH CULTURED STONE VENEER LINTEL (TYP) 11. BEADED SMOOTH HardiePlank CEMENT BOARD LAP SIDING (TYP) 12. 3.5" x 4/4 HardieTrim CEMENT TRIM BOARDS (TYP) 13. ALUMINUM COLUMN CLAD WITH AZEK CELLULAR POLYVINYL CHLORIDE (CPVC) COLUMN COVER (TYP) 14. ALUMINUM BEAM CLAD WITH AZEK CELLULAR POLYVINYL CHLORIDE (CPVC) COLUMN COVER (TYP) 15. AZEK CPVC CLAD FAUX OUTLOOK (TYP) 16, IMPACT RATED DOOR (TYP) 17. IMPACT RATED SLIDING GLASS DOOR (TYP) 18. IMPACT RATED WINDOW (TYP) 19, STANDING SEAM METAL ROOFING (TYP) 20. ROOFING MFR'S STD RIDGE CAP WITH BIRD'S BEAK HEMMED EDGE (TYP) 21. AZEK CPVC DRIP & ALUM FLASHING (TYP) 22. AZEK CPVC FASCIA (TYP) 23. EXTERIOR LIGHT FIXTURE 24. A/C CONDENSER UNIT 25. DISCONNECT SWITCH 26. WEATHERPROOF ELECTRICAL DUPLEX RECEPTACLE 27. GARDEN BLOCK WALL M. ^ A New Residence for: KELLY & MARK McELWEE 116 Harris Street Ft. Pierce, St. Lucie County Florida 34982-7802 Copyright©zoi6, Gregory John Burke I ARCHITECT, PA Gregory John Burke I ARCHITECT, PA 333 171h Street, Suite J Vero Beach, Florida 32960 PH: 772.299.6999 EM: gtburke@burkearchitects.com Cart. of Author. No. AA26001974 Civil Consultant: Mills, Short & Associates 800 8th Street Vero Beach, Florida 32962 No. Date: Description B 08.30.16 95% Review Package 00 09.27.16 Permit, Pricing & Construction Package __ 0 North Arrow: BUILDING ELEVATIONS 0 V 2 41 8 North Arrow: Graphic Scale: Drawn: Frei. No.: GJB 1290. Checked: GJB Scale: Da f+ -7 SEP 16 J Sheet No. AIN AR00015750 Certiticats Nc. 27 SEP 16 Date Signe.;: I _. TRUSS BEARING _ EL - 39.17 NAVD (ARCH = +8'-81 rih TOP I CARPORT BEAM _ EL = 37.79 NAVD (ARCH = +7'•31/2") TOP I MAIN FL SLAB _ EL = 30.50 NAVD (ARCH = 0'•0") TOP ISTORAGE FLSLAB _ Ij EL=30M NAVD (ARCH = • 0'•41 SECTION thru CARPORT vI SCALE:1/4" = 1'-0" 0 C TRUSS BEARING EL = 39.17 NAVD (ARCH = 4•8") — 06/A8.21 TOPICARPORTBEAM _ EL = 37.79 NAVD (ARCH = +7'-31 /2") TOP I MAIN FL SLAB _ EL = 30.50 NAVD (ARCH = 0%0") TOP I STORAGE FL SLAB _ EL - 30.17 NAVD (ARCH = • 0'•4") CO2)-SECTION thruCARPORT - LIVING ROOM- MASTER BEDROOM SCALE:114. = 1'-0" TRUSS BEARING _ EL = 39.17 NAVD (ARCH = +8'•8") TOP 1 MAIN FL SLAB _ Ij EL = 30.50 NAVD (ARCH = 0'.0„) eSECTION thru KITCHEN - LIVING ROOM SCALE:1/4. = 1'-0" 0 fl' J W 0 O' N SECTION thru ENTRY HALL - BEDROOM sc �' 04 n 01 /A3.21 OPP HAND 0 ce A New Residence for: KELLY & MARK McELWEE 116 Harris Street Ft. Pierce, St. Lucie Count Florida 34982-7802 Copyright02oi6, Gregory John Burke i ARC Gregory John Burke I ARCHITE 333 1711 Street, Suite J Vero Beach, Florida PH: 772.299.6999 EM: gjburke@burkearchitet Cart. of Author. No. AA26001974 Civil Consultant: Mills, Short & Associates 800 8th Street Vero Beach, Florida 32962 No. Date: Description B 08,30.16 95% Review Package 00 09.27.16 Permit Pricing & Construction F (D North Arrow: BUILDING SECTION G 0 1 21 U North Arrow: Drawn: Proj. No.: Sheet No. A3m11 AR0001575( FOR TYPICAL NOTES & DIMENSIONS REF: 01/A3.21 6) )ED D (TYP) ERED 'P) TYP) I is 03 SECTION - thru GABLE END WALL SCALE: 11/2"= 1'-0" y n 02 DETAIL - STONEWALL SCALE: 11/2"= 1'-0" n M a FOR TYPICAL NOTES & DIMENSIONS REF: 01/A3.21 n NE TOP & SETTING :TE LINTEL I PINE )OD Est JALTED EXPOSED -YP) MASONRY _Y GROUT RETE SILL) 0 �O z 01 DETAIL - TYPICAL WALL SCALE: 11/2"= 1'-0" n HURRICANE STRAP (TYP) REF: A2,01 ROOFING MFR'S STD UNDERLAYMENT (TYP) 1/2" (NOM) THK SPAN -RATED PLYWOOD SHEATHING (TYP) STANDING SEAM METAL ROOFING (TYP) 5-1/2" THK R-22.35 OPEN -CELL FOAM INSULATION (TYP) PLATE -CONNECTED, PRE-ENGINEERED WOOD TRUSSES @ 24" CIC (MAX) 2 x 6 TOP CHORD (TYP) 5/8" - 20-MIN RATED GYPSUM WALLBOARD IGNITION BARRIER 1 x 4 PRESSURE TREATED WOOD NAILER (TYP) 1/4" SHIM (TYP) A New Residence for: KELLY & MARK McELWEE 116 Harris Street Ft. Pierce, St. Lucie County Florida 34982-7802 Copyright©zo16, Gregory John Burke I ARCHITECT, PA o Design TIE BEAM: (2) 8" (NOM) CONCRETE MASONRY W/ (1) No. 5 CONT. REBAR (TYP) FI-FOIL "M-SHIELD" R4.1 THERMAL REFLECVTIVE INSULATION (TYP) 8" (NOM) CONCRETE MASONRY UNIT - STACK BOND WALL SYSTEM W/ 9GA LADDER HORIZ REINFORCING @ 16" C/C (NOM-TYP) LINE OF VERTICAL REINFORCING (TYP) REF: A2.00 SERIES DWGS 1 x 3 PRESSURE TREATED WOOD FURRING @ 16" C/C (TYP) 1/2" THK MOLD & MOSITURE RESISTANT GYPSUM WALLBOARD (TYP) LINE OF FINISHED GRADE (TYP) 9" HIGH (NOM) CONCRETE MASONRY UNIT STARTER BLOCK (TYP) 1 x 3 PRESSURE TREATED WOOD NAILER (TYP) CLAMSHELL WOOD BASE MOLDING (TYP) LINE OF FINISHED FLOORING (TYP) 4" THK MONOLITHIC SLAB & FOOTING (TYP) REF: A2.00 SERIES DWGS 6-MIL POLYVINYL VAPOER BARRIER (TYP) COMPACTED FILL TO 98 PROCTOR /T%/M Gregory John Burke I ARCHITECT, PA 333 W Street, Suite J Vero Beach, Florida 32960 PH: 772.299.6999 EM: gjburke@burkearchitects.com Cert. of Author. No. AA26001974 Civil Consultant: Mills, Short & Associates 800 8th Street Vero Beach, Florida 32962 0 Issues I Revisions: No. Date: Description B 08,30,16 95% Review Package 00 09.27.16 Permit Pricing & Construction Package a Key Plan: G North Arrow: WALL SECTIONS 0n 2" 4" 8" North Arrow: Graphic Scal Drawn: Proj, No.: GJB 1290. Checked: GJB Scale: �IDa 27 SEP 16" j Sheet No. _ Al2 � AR00015750 Cediflcate .a 27 SEP 16 �r. n _X. r _ . TRUSS BEARING_ EL = 39.17 NAVD (ARCH = 4.8") 05 A8.21 TOP 1 CARPORT BEAM EL - 37.79 NAVD �I-- (ARCH = +7'-31I2") I TOP I MAIN FL SLAB _ EL = 30.50 NAVD (ARCH = 0%0") TOP I LANAI SLAB EL = 30.17 NAVD (ARCH = 4 4") BOT / FOOTING _ EL = 28,83 NAVD RC H = •1'81 SDETAIL - CARPORTIT sc FOR TYPICAL NOTES & DIMENSIONS REF: 01 & 031A3.21 AND 011A3.22 LINE OF SHED STANDING SEAM ROOF (BEYOND) KNEE WALL (BEYOND) ROOFING MFR'S STD HEAD WALL FLASHING (BEYOND) TAPERED RIGID INSULATION 1 x 6 PRESSURE TREATED WOOD ROOF DECK 2 x 8 PRESSURE TREATED SOUTHERN YELLOW PINE RAFTERS (TYP) REF: A2.00 SERIES DWGS MASONRY STACK BOND WALL (BEYOND) 112" (NOM) THK MARINE GRADE PLYWOOD 2 x 6 SOUTHERN YELLOW PINE WOOD STUDS @ 16" CIC (TYP) SIMPSON STRONG TIE SP6 STUD PLATE TIE - NAIL TO STUD WITH (6)10d x 1 112" CORROSION RESISTANT NAILS L_ F--HARDIE PLANK "BEADED SMOOTH" SIDING ON 112" THK HUBER FNGINEERED WOOD "ZIP SYSTEM" SHEATHING (TYP) 9�LINE OF CORNER BOARD (BEYOND) HOLDDOWN (TYP) A2.00 SERIES DWGS F ti DETAIL -WALL @a LANAI SCALE:1 1/2"s 1'-0" FOR TYPICAL NOTES & DIMENSIONS REF: 01 & 03(A321 AND 011A322 T CONCRETE BEAM JOM) CONCRETE MAS NFORCED COLUMN B FOR TYPICAL NOTES & DIMENSIONS REF: 01 & 03/A3.21 ""I'll )OFFIT VAULTED CEILING I WALL N (BEYOND-TYP) 'PED) SOUTHERN YELLOW JDS @ 16" C/C (TYP) 01 DETAIL -WALL LANAI -LIVING ROOM SC ALE :11/2 ONNECTED, PRE-ENGINEERED RUSS A New Residence for: KELLY & MARK McELWEE 116 Harris Street Ft. Pierce, St. Lucie County Florida 34982-7802 Copyright©zo16, Gregory John Burke I ARCHITECT, PA UTHERN YELLOW PINE WOOD o (TYP) Design i PAINT GRADE WOOD BEAM --K CPVC MOLDING (TYP) Gregory John Burke I ARCHITECT, PA 333 171h Street, Suite J Vero Beach, Florida 32960 PH: 772,299.6999 EM: gjburke@burkearchitects.com Cart. of Author. No. AA26001974 Civil Consultant: Mills, Short & Associates 800 8th Street Vero Beach, Florida 32962 SLIDING GLASS DOOR a Revisions:Issues I No. Date: Description B 08.30.16 95% Review Package 00 09.27.16 Permit Pricing & Construction Package Key Plan: 719 101 G North Arrow: WALL SECTIONS 0 21' 4" 8„ 16" (D F11-7-7 North Arrow: Graphic Scale: , Drawn: Proj. No.: �E-MOLDED, EXPANSION FILLER GJEt 1290.00 Checked: oF. ( CAST -IN -PLACE CONCRETE GJB SLAB a2.00 SERIES DWGS Scale: „ { amFA �r 1psy ..V. 21 SEP 16 Greg AIA Sheet No. A122 AR00015750 Certificate No 27 SEP 16 Date Slgnod " 0 0 MFR: THERMA-TRU MODEL:'SMOOTH STAR" UNIT SIZE: MASY OPNG: 36" x 80" (NOM DOOR) 40 3/8" x 80 3/8" COLOR: PAINT GRADE IMPACT: LARGE POSITIVE: 38.3 COLOR: CLEAR,LOW-E NEGATIVE: 50.0 INSULATED: YES ZONE: 5 U VALUE: 0.83 SHGC: 0.21 VLT: CONSTRUCTION DETAILS: HARDWARE: SILL: 03/A8.13 LOCKSET HEAD: 041A8.13 1.5 PR HINGES TRANSOR NA TRESHOLD HINGE JAMB: 03/A8.14 WEATHERSTRIPPING STRIKE JAMB: 06/A8.14 MEETING STILE: NA FIRE RATING: NA D02 MFR: THERMA-TRU MODEL: "SMOOTH STAR' UNIT SIZE: MASY OPNG: 36" x 80" (NOM DOOR) 40 3/8" x 80 3/8" COLOR: BRONZE DESIGN PRESSURES: IMPACT: LARGE & SMALL POSITIVE: 383 COLOR: CLEAR,LOW-E NEGATIVE: 41.8 INSULATED: YES ZONE: 4 U VALUE: 0.83 SHGC: 0.21 VLT: CONSTRUCTION DETAILS: HARDWARE: SILL: 011A8.13 LOCKSET HEAD: 02/A8.13 1.5 PR HINGES TRANSOM:NA TRESHOLD HINGE JAMB: 03/A8.13 WEATHERSTRIPPING STRIKE JAMB: 05/A8.14 MEETING STILE: NA FIRE RATING: NA W01 MFR: PGT INDUSTRIES, INC MODEL: P 740 X FLANGE UNIT SIZE: MASY OPNG: (2) 45 3/8" x 69 5/8" 48 3/8" x 72 3/8" COLOR: BRONZE DESIGN PRESSURES: IMPACT: LARGE POSITIVE: 38.1 COLOR: CLEAR,LOW-E NEGATIVE:41,6 INSULATED: YES ZONE: 4 U VALUE: 0,83 SHGC: 0.21 VLT: CONSTRUCTION DETAILS: SILL:011A8.11 (SIM) HEAD: 021A8.11 TRANSOM:NA FIRE RATING: NA JAMB: 03/A8.11 MULLION: 05/A8.12 MFR: PGT INDUSTRIES, INC MODEL: SH 700 FLANGE INIT SIZE: 5 7/8" x 69 5/8" :OLOR: BRONZE NPACT: LARGE & SMALL &OR: CLEAR,LOW-E VSULATED:YES 1 VALUE: 0,83 iHGC: 0.21 'LT: CONSTRUCTION DETAILS: SILL: 011A8.12 (SIM) HEAD: 02/A8.12 TRANSOM:NA FIRE RATING: NA JAMB: 03/A8.12 VENT RAIL: 04/A8.12 MASY OPNG: 48 3/8" x 72 3/8" DESIGN PRESSURES: POSITIVE: 38.1 NEGATIVE: 41.6 ZONE: 4 A New Residence for: KELLY & MARK McELWEE 116 Harris Street Ft. Pierce, St. Lucie County Florida 34982-7802 W02 Copyright©2o16, Gregory John Burke I ARCHITECT, PA MFR: PGT INDUSTRIES, INC MODEL: P 740 X FLANGE I n MFR: PGT INDUSTRIES, INC MODEL: P 740 X FLANGE ��� MFR: PGT INDUSTRIES, INC MODEL: P 740 X FLANGE UNIT SIZE: MASY OPNG: (2) 44 7/8" x 3611/16" 48 3/8" x 72 3/8" COLOR: BRONZE DESIGN PRESSURES: IMPACT: LARGE POSITIVE: 35.6 COLOR: CLEAR,LOW-E NEGATIVE:45.5 INSULATED: YES ZONE: 4 U VALUE: 0.83 SHGC: 0.21 VLT: CONSTRUCTION DETAILS: SILL: 01/A8.15 HEAD: 02/A8,15 TRANSOM:NA FIRE RATING: NA STRIKE JAMB: 03/A8.15 JAMB: 04/A8.15 INTERLOCK STILE: 05/A8.15 UNIT SIZE: MASY OPNG: (2) 29 3/8" x 3413/16" 32 3/8" x 72 3/8" COLOR: BRONZE DESIGN PRESSURES: IMPACT: LARGE POSITIVE: 39.2 COLOR: CLEAR,LOW-E NEGATIVE: 42.6 INSULATED: YES ZONE: 4 U VALUE: 0,83 SHGC:021 VLT: CONSTRUCTION DETAILS: SILL:01/A8.11 HEAD: 02/A8,11 TRANSOM:NA FIRE RATING: NA JAMB: 03/A8.11 MULLION: 05/A8.12 UNIT SIZE: MASY OPNG: (2)13 3/8" x 34 13/16" 16 3/8" x 72 3/8" COLOR: BRONZE DESIGN PRESSURES: IMPACT: LARGE POSITIVE: 40.4 COLOR: CLEAR,LOW-E NEGATIVE: 43.9 INSULATED: YES ZONE: 4 (W05) U VALUE: 0.83 POSITIVE: 39.9 SHGC: 0.21 NEGATIVE: 53.2 VLT: ZONE:5 W04 CONSTRUCTION DETAILS: SILL: 01/A8.11 HEAD: 02/A8.11 TRANSOR NA FIRE RATING: NA JAMB: 031A8.11 MULLION: 05/A8,12 Gregory John Burke I ARCHITECT, PA 333 171h Street, Suite J Vero Beach, Florida 32960 PH: 772.299.6999 EM: gjburke@burkearchitects.com Cart. of Author. No. AA26001974 Civil Consultant: Mills, Short & Associates 800 8th Street Vero Beach, Florida 32962 D03 W03 W04 & 05 No. Date: Description MFR: PGT INDUSTRIES, INC MODEL: P 740 X FLANGE D04 \ © t7 / n UNIT SIZE: MASY OPNG: (2) 44 7/8" x 36 11116" 48 318" x 72 3/8" COLOR: BRONZE DESIGN PRESSURES: IMPACT: LARGE POSITIVE: 36.0 COLOR: CLEAR,LOW-E NEGATIVE: 45.3 INSULATED: YES ZONE:4 U VALUE: 0,83 SHGC: 0,21 VLT: CONSTRUCTION DETAILS: SILL: 01/A8.15 HEAD: 021A8.15 TRANSOR NA FIRE RATING: NA STRIKE JAMB: 03/A8,15 JAMB: 04/A8.15 INTERLOCK STILE: 05/A8.15 MFR: THERMA-TRU MODEL: "SMOOTH STAR" UNIT SIZE: ROUGH OPNG: (2) 44 7/8" x 3611/16" 48 3/8" x 72 3/8" COLOR: BRONZE DESIGN PRESSURES: IMPACT: LARGE POSITIVE: 36.8 GLASS: NA NEGATIVE:46.8 INSULATED: NA ZONE: 5 U VALUE: NA SHGC:NA VLT: CONSTRUCTION DETAILS: HARDWARE: SILL: 01/A8.14 LOCKSET HEAD: 021A8,14 DUMMY SET TRANSOM: NA 3.0 PR HINGES HINGE JAMB: 031A8.14 TRESHOLD MEETING STILE: 06/A8.14 FLUSH BOLTS FIRE RATING: NA OVHD HOLD OPEN WEATHERSTRIPPING W06 • MFR: PGT INDUSTRIES, INC MODEL: P 740 X FLANGE UNIT SIZE: MASY OPNG: 29 3/8" x 37 5/8" 32 3/8" x 40 3/8" COLOR: BRONZE DESIGN PRESSURES: IMPACT: LARGE POSITIVE:40A COLOR: CLEAR,LOW-E NEGATIVE: 54.1 INSULATED: YES ZONE: 5 U VALUE: 0.83 SHGC: 0.21 VLT: CONSTRUCTION DETAILS: SILL: 01 /A8.11 HEAD: 021A8.11 TRANSOR NA FIRE RATING: NA JAMB: 031A8.11 MULLION: NA n W07 MFR: PGT INDUSTRIES, INC MODEL: P 740 X FLANGE B 08.30.16 95% Review Package UNIT SIZE: MASY OPNG: 29 3/8" x 37 518" 32 3/8" x 40 3/8" COLOR: BRONZE DESIGN PRESSURES: IMPACT: LARGE POSITIVE: 40.4 COLOR: CLEAR,LOW-E NEGATIVE: 43.9 INSULATED: YES ZONE: 4 U VALUE: 0.83 SHGC: 0.21 VLT: CONSTRUCTION DETAILS: SILL: 01/A8.11 HEAD: 021A8.11 TRANSOM:NA FIRE RATING: NA JAMB: 03/A8.11 MULLION: NA 00 09,27.16 Permit, Pricing & Construction Package m MFR: PGT INDUSTRIES, INC MODEL: P 740 X FLANGE North Arrow: UNIT SIZE. MASY OPNG: (3) 2811/64" x 13 5/8" 88 3/8" x 16 3/8" COLOR: BRONZE DESIGN PRESSURES: IMPACT: LARGE POSITIVE: 37,6 COLOR: CLEAR,LOW-E NEGATIVE: 41.1 INSULATED: YES ZONE: 4 U VALUE: 0.83 SHGC: 0.21 VLT: CONSTRUCTION DETAILS: SILL: 01/A8.11 HEAD: 02/A8.11 TRANSOM: NA FIRE RATING: NA JAMB: 03/A8.11 MULLION: 06/A8,12 OPENINGS & DOOR SCHED 0 6„ 1' 2' 4' North Arrow: Graphic Scale: Drawn: Proj. No.: GJB 1290.00 Checked Sheet No. A8m01 AR00015750 certificate No 27 SEP 16 Date sign.= ow z= z Cl) w d 0 CO oz z W N o a- F75 C, o t- DETAIL - HEAD VV SCALE:6'r = 1'-01 1 CD w = N z0 Cn u.r a rn z CD Of Oz zW oa r„ o �w W, 0 O' o� 0 C05 N 3/8" ACRYL C.S.ALANT & BACKER ROD 2 3/8" x 111 " EK CPVC BRICK MOLD WITH 1/4" 1IA : UTED DRIP HEAD ANCI AS PER PRODUCT APPROVAL RE. UIREMENTS WALL & FURR ONSTRUCTION REF: A3,20 W, IES DWGS FLUID APP It WATERPROOFING 114" SHIM 2 x PRESS RE rREATED WOOD BUCK ALUMINUM AN. HOR PLATE ILICONE SNUBBER - AN I-B;OW OUT CLIP (TYP) #8-32 x 5/8" FLfiT PAN HEAD STAINLESS STEEL SHEET METALSCREW (TYP) SCREEN TOP FAIL& SPLINE FLEX PVC 70 B LB WEATHERSTRI PING VINYL BULB W ATHERSTRIPPING DUAL SEAL SPACER ALUMINUM BEAD TYPE "D" 718" (NOM) IMPACT RATED GLASS SCREEN CLOT MAIN FRAMES ASH TOP RAIL Stone Wall (Awning Window) CULTURED STC SILICONE SEALANT 7/8" (NOM) IMP SCREEN CLOT ALUM BEAD TYPE VINYL BULB WEATHERSTRIPPING DUAL SEAL SPP SILICONE BAC14 EPDM SETTING MAXIM PROJECTED GASKET SCREEN BOTTOM TYPE B NE SILL CT RATED GLASS "D" CER BEDDING BLOCK OPERATOR & RAIL & SPLINE INE SCREW ,CER BLOCK y �STEEL SHE 'ETALSCREW E; .�2 x PRESSL' 1 • • 1 �r ?� SILLANCHJ APPROVAL SASH CORt Y 'i1PiS'.e3YLu-.'3�f{hY4a,i$A':_ FLEX PVC 7 B L 1� " • WALL & I.1• • • 1 " •1 1 y � 1 1 SCALE:6" = 1'-Ott J a a 0 0 or o_ ct' otf ml (ABOVE) 7/8" (NOM) IMPACT RATED GLASS SCREEN CLOTH "ASH TOP RAIL 10"IM"1ol>tfikPOINT LOCK #10-24 x 9/16" PH PIN TYPE F STAINLESS STEEL SCREW (TYP) TIE BAR GUIDE #8 x 7/8" FLAT PAN HEAD STAINLESS STEEL SHEET METAL SCREW (TYP) WALL & FURR CONSTRUCTION REF: A3,2 SERIES DWGS �D WATER PROOFING 2x PRESSU : TREATED WOOD BUCK JAMB ANC ` AS PER PRODUCT APPROVAL'QUIREMENTS 1 3/8" x 1 11 EK CPVC BRICK MOLD WITH 1/4" t} ROUTED DRIP 3/8" ACRYLI , EALANT & BACKER ROD MASONRYOPENING REF: OPENINGS SCHED DETAIL - JAMB - Stone Wall (Awning Window SCALE:6" = 1'-0" 03 DETAIL - JAMB T SCALE:6" = 1'-Or' 0 W x cn cn CD z W N a U3 o i.- LLJ LINE OF GYPSUM WALLBOARD HEAD 0 (ABOVE) - 7/8" (NOM) IMPACT RATED GLASS SCREEN CLOTH MAIN FRAME SASH TOP RAIL MAXIM MULTI -POINT LOCK #10-24 x 9/16" PH PIN TYPE F STAINLESS Im STEEL SCREW (TYP) z r LINE OF WINDOW SILL o � TIE BAR GUIDE z z w #8 x 7/8" FLAT PAN HEAD STAINLESS o 0 STEEL SHEET METAL SCREW (TYP) LU /1 \` WALL & FURR CONSTRUCTION REF: A3.20 SERIES DWGS D WATER PROOFING 2xPRESS TREATED WOOD BUCK JAMB ANC AS PER PRODUCT APPROVAL_ QUIREMENTS ,Y -- 1 1/16"x 514 ZEK CPVC BRICK MOLD WITH VelT .ROUTED DRIP 18' ACIFY0 SEALANT & BACKER ROD �i wning Window OPERATOR TRACK & SLIDER SILICONE SEALANT FLEX PVC 70 BULB WEATHERSTRIPPING MAIN FRAME JAMB SECTION VINYL BULB WEATHERSTRIPPING LINE OF LINTEL (ABOVE) DETAIL - HEAD - Typ (Awning Window SCALE:6" = 1'-Or' DETAIL - SILL - Typ (Awning Window SCALE:6" = 1'-0" 3/8" ACRYLIC SEALANT & BACKER ROD 3/4" x 1 1/4" AZEK CPVC BRICK MOLD WITH 1/4" DIA ROUTED DRIP HEAD ANCHOR AS PER PRODUCT APPROVAL REQUIREMENTS WALL & FURR CONSTRUCTION REF: A3,20 SERIES DWGS FLUID APPLIED WATERPROOFING 1/4" SHIM (MAX) 2 x PRESSURE TREATED WOOD BUCK ALUMINUM ANCHOR PLATE A New Residence for: KELLY & MARK McELWEE 116 Harris Street Ft. Pierce, St. Lucie County Florida 34982-7802 SILICONE SEALANT Copyright©2oi6, Gregory John Burke I ARCHITECT, PA 0 Design Team: SNUBBER -ANTI-B;OW OUT CLIP (TYP) #8.32 x 5/8" FLAT PAN HEAD STAINLESS STEEL SHEET METAL SCREW (TYP) SCREEN TOP RAIL & SPLINE FLEX PVC 70 BULB WEATHERSTRIPPING Gregory John Burke I ARCHITECT, PA VINYL BULB WEATHERSTRIPPING 333 170 Street, suite J Vero Beach, Florida 32960 PH: 772.299.6999 EM: gjburke@burkearchltects.com DUAL SEAL SPACER Cart. of Author. No. AA26001974 ALUMINUM BEAD TYPE "D" 7/8" (NOM) IMPACT RATED GLASS Structural Consultant: SCREEN CLOTH y MAIN FRAME SASH TOP RAIL 3960 O ak Hollow Avenue Vero Beach, Florida 32966 CoA No.: 28682 M I E P Consultant: 4925 13th Lane Vero Beach, Florida 32966 CoA No.: 27181 ALUMINUM FLASHING WITH 3/4" 01 Issues Revisions: HEMMED DRIP 718" (NOM) IMPACT RATED GLASS No. Date: Description B 08.30.16 95% Review Package SCREEN CLOTH 00 09,27.16 Permit Pricing & Construction Package ALUM BEAD TYPE "D" VINYL BULB WEATHERSTRIPPING DUAL SEAL SPACER SILICONE BACKBEDDING EPDM SETTING BLOCK - MAXIM PROJECTED OPERATOR& GASKET SCREEN BOTTOM RAIL & SPLINE #8.32 x 1/2" PH PIN MACHINE SCREW TYPE B OPERATOR TRACK &SLIDER - OPERATOR SPACER BLOCK #8-32 x 5/8" FLAT PAN HEAD STAINLESS STEEL SHEET METAL SCREW 1/4" SHIM (MAX) 2 x PRESSURE TREATED WOOD BUCK FLUID APPLIED WATER PROOFING o SILLANCHOR AS PER PRODUCT APPROVAL REQUIREMENTS R SASH CORNER KEY North Arrow: FLEX PVC 70 BULB - WEATHERSTRIPPING MAIN FRAME SILL SECTION OPENINGS DETAILS WALL & FURR CONSTRUCTION REF: A3.20 SERIES DWGS 0 1" 3" 6" MONOLITHIC SLAB I FOOTING REF: A2,00 SERIES DWGS m 7 7 7� North Arrow: Graphic Scale Drawn: Pro]. No.: GJB 1290.1 Checked _1 r=--tM Sheet No. A8 11 AR00015750 Certificater`+ ■ 27 SEP 16 Date Sion: : 112 UNIT SIZE UNIT SIZE FOR AWNING COMPONETS FOR TOP v PORTION OF WINDOW REF: 011A8.11 FOR AWNING COMPONETS FOR BOTTOM PORTION OF WINDOW REF: 021A8.11 "12 x 1" (MIN) STAINLESS STEEL SHEET METAL SCREW (TYP) FRAME ASSEMBLYTUBE REF TO PRODUCT APPROVAL DATA SHEETS FOR ADDITIONAL ANCHORING OF AWING WINDOWS "12 x 1" (MIN) STAINLESS STEEL SHEET METAL SCREW (TYP) UNIT SIZE REF: OPENINGS SCHED le le MASONRY OPENING S__LETAIL -VERTICAL MULLION (Awnin Window SCALE:6" = 1'-O" 0 FOR AWNING COMPONETS FOR TOP PORTION OF WINDOW REF: 011A8.11 FOR AWNING COMPONETS FOR BOTTOM PORTION OF WINDOW REF: 021A8.11 w N U3 z N rU O z= w w _ 0 z LU (vie In N U)) W - d O (.D CD � z z oa �LU a U O O 4 iiLU LL LU w N N "12 x 1" (MIN) STAINLESS STEEL SHEET METAL SCREW (TYP) GLAZING BEAD (TYP) VINYL GLAZING BEAD (TYP) SPACER & DESICANT (TYP) 718" (NOM) IMPACT RATED GLASS (TYP) SASH TOP RAIL .170 x .270 BACK, FIN WEATHERSTRIPPING SCREEN BOTTOM RAIL & SPLINE SASH TOP RAIL SCREEN CLOTH 04 DETAIL -MEETING RAIL (Single -hung window --SCALE: = 1'-0" FRAME ASSEMBLY TUBE N� REF TO PRODUCT APPROVAL DATA a L� SHEETS FOR ADDITIONAL ANCHORING U o OF AWING WINDOWS "12 x l" (MIN) STAINLESS STEEL SHEET o WD METAL SCREW (TYP) w o --------------- oil- LuwLL w cc DETAIL -HORIZONTAL MULLION (Aping Window SCALE:6" = 1'-0" n ,i UNIT SIZE v4" n REF: OPENINGS SCHED MASONRY OPENING REF: OPENINGS SCHED 03 DETAIL - JAMB (Single-hunq Window SCALE:6" = 1'-0" n lltS- (IVUIVI) IIVIYHI.I KHI tU bLHJJ LINE OF GYPSUM WALLBOARD HEAD (ABOVE) LINE OF STOOL (BELOW) O w z= =U3 o uj w cn C Z U Cn z w cn w N G� U Z cif O H Z iL z w LU 7)d 0 of 02 DETAIL -HEAD (Single -hung Window SCALE:6" = 1'-0" 114" SHIM (MAX 2 x PRESSURE TREATED WOOD BUCK z o LU w � Cn WALL & FURR CONSTRUCTION o � In j z Uj REF: A3.20 SERIES DWGS >.. z z o FLUID APPLIED WATERPROFFING Elf o o LL � �w ANCHOR AS PER PRODUCT OVAL REQUIREMENTS & DESSICANT 318" ACRYLIC SEALANT & BACKER ROD 718" x 314" AZEK CPVC BRICK MOLDING WI 112" DIA ROUTED DRIP LINE OF BRICK MOLDING @ HEAD (ABOVE) n 01 WALL & FURR CONSTRUCTION REF: A3.20 SERIES DWGS 318" ACRYLIC SEALANT & BACKER ROD 314" x 1 1116" AZEK CPVC BRICK MOLDING WI 112" DIA ROUTED DRIP HEAD ANCHOR AS PER PRODUCT APPROVAL REQUIREMENTS 2 x PRESSURE TREATED WOOD BUCK 114" SHIM (MAX FLUID APPLIED WATERPROFFING CAULK FLANGE FRAME HEAD SPACER & DESSICANT VINYL GLAZING BEAD 718" (NOM) IMPACT RATED GLASS GLAZING BEAD Project: A New Residence for: KELLY & MARK McELWEE 116 Harris Street Ft. Pierce, St. Lucie County Florida 34982-7802 Copyright©so1.6, Gregory John Burke ARCHITECT, PA 0 Gregory John Burke ARCHITECT, PA 333 17' Street, Suite J Vero Beach, Florida 32960 PH: 772.299.6999 EM: gjburke@burkearchitects.com Cert. of Author. No. AA26001974 Structural Consultant: #### 3960 Oak Hollow Avenue Vero Beach, Florida 32966 CoA No.:28682 M I E P Consultant: 4925 13th Lane Vero Beach, Florida 32966 CoA No.: 27181 - ALUMINUM FLASHING WITH 314" HEMMED DRIP - SCREEN CLOTH No. Date: Description B 08.30.16 95% Review Package - GLAZING BEAD 00 09.27.16 Permit, Pricing & Construction Package VINYL GLAZING BEAD 718" (NOM) IMPACT RATED GLASS SASH BOTTOM RAIL FLANGE FRAME SILL CAULK - 114" SHIM (MAX - 2 x PRESSURE TREATED WOOD BUCK VINYL BULB WEATHERSTRIPPING - SCREEN BOTTOM RAIL & SPLINE - FLUID APPLIED WATERPROFFING - SPACER & DESSICANT P. d. b pvp DETAIL - SILL (Single -Hung Window SCALE:6" = 1'-0" n WALL & FURR CONSTRUCTION REF: A3.20 SERIES DWGS MONOLITHIC SLAB I FOOTING REF: A2.00 SERIES DWGS n W North Arrow: OPENINGS DETAILS North Arrow; Graphic Scale_ Drawn: Proj. No.: GJB 1290.00 __ GJB Scale: -- Date:' ggp'wpG 27 SEP 16 Grego e, Airy. Sheet No. A8 12 AR00015750 certiticatc ,: 27 SEP 16 Date ci,,. ,i UNIT SIZE 1 3/4" REF: OPENINGS SCHED MASONRY OPENING REF: OPENINGS SCHED 8�_LETAIL - JAMB - Stone Wall (Fiber lass Entrance SCALE: = 1'-0" o LINE OF FURRRED HEADER (ABOVE) THRESHOLD (BELOW) FIBERGLASS DOOR PANEL SILICONE CAULK FLUID APPLIED WATERPROOFING / JAMB N HOR AS PER PRODUCT \ (REQUIREMENTS RETREATED WOOD BUCK �z E a COMPRE WEATHERPROOFING / <ION 114" SHIM AX) < " :WALL & F t" R CONSTRUCTION REF: A3.2 , ERIES DWGS — COMPOSI JAMB FRAME ,� p COMPOS ,;,_ JAMB STILE 318" WIDE RYLIC SEALANT & BACKER ROD., - NAZEK WE CPVC BRICK MOLD ACRYLIC SEALANT MFR'S STD HINGE LINE OF BRICK MOLD (ABOVE) LINE OF LINTEL (ABOVE) a a n of N N C05 r< DETAIL - JAMB -HINGE - Typ (Fiberglass Entrance SCALE:6" = 1'-0" n CULTURED STONE VENEER WALL FINISH WALL & FURR CONSTRUCTION REF: A320 SERIES DWGS ACRYLIC SEALANT & BACKER ROD WITH 114"3DIA ROUTEDIDRIP CBRICK MOLD FLUID APPLIED WAITERIPROOFING 2 x PRESSURE TR ATID WOOD BUCK 114"SHIM (MAX) HEAD ANCHOR ASTEjPRODUCT APPROVAL REQUI EM NTS 0w z= z U�, DOOR HEAD FRAME (BEYOND) 00 •— GYPSUM WALLBOARDREVEAL o n co N (BEYOND) r„0 �cD t` U '= z COMPRESSION WEATF ERPROOFING o z_ w CL o COMPOSITE HEAD FRi ME w of COMPOSITE TOP RAIL FIBERGLASS DOOR P NEL CULTURED STONE VENEER WALL FINISH (BEYOND) DETAIL - HEAD - Stone (Fiber, lass Entrance) CO LT 0 w z= _ z ron co d C/) N CO 00 cn 0 z z LU 0 a- rq 0 0 �W W Of CULTURED STONE WALL FINISH (BEYOND) SEALANT JOINT (BEYOND) CPVC REVEAL (BEYOND) FIBERGLASS DOOR PANEL COMPRESSION WEATHERPROOFING (BEYOND) DOOR JAB FRAME (BEYOND) GYPSUM WALLBOARD REVEAL (BEYOND) COMPOSITE BOTTOM RAIL COMPRESSION WEATHERPROOFING c OUTSWING THRESHOLD MONOLITHIC CONCRE E SLAB & c FOOTING c THRESHOLD ANCHOR'PER PRODUCT `APPROVALREQUIREMENTS -SET THRESHOLD IN FULL MASTIC SETTING p .BED p D p ° p SILICONE SEALANT o WASH EXTERIORTOP SURFACE OF SLAB FOR POSITIVE DRAINAGE 03 DETAIL - SILL -Stone Wall (Fiberglass Entrance SCALE:6" = 1'-0" 0 w _ c.> co O z z w a 0 w of 0- DETAIL - HEAD - T SCALE.6" = 1'-0" Fiberglass Entrance DETAIL- SILL - TYP (Fiberglass Entrance 01 SCALE:6" = 1-011 CONCRETE MASONRY UNIT REVEAL (BEYOND) WALL & FURR CONSTRUCTION REF: A3.20 SERIES DWGS ACRYLIC SEALANT & BACKER ROD 314" x 1 318" AZEK CPVC BRICK MOLD WITH 114" DIA ROUTED DRIP FLUID APPLIED WATERPROOFING 2 x PRESSURE TREATED WOOD BUCK 114" SHIM (MAX) A New Residence for: KELLY & MARK McELWEE 116 Harris Street Ft. Pierce, St. Lucie County Florida 34982-7802 HEAD ANCHOR AS PER PRODUCT Copyright02oi6, Gregory John Burke I ARCHITECT, PA APPROVAL REQUIREMENTS o ■ _ SILICONE SEALANT DOOR HEAD FRAME (BEYOND) GYPSUM WALLBOARD REVEAL (BEYOND) COMPRESSION WEATHERPROOFING COMPOSITE HEAD FRAME COMPOSITE TOP RAIL FIBERGLASS DOOR PANEL CONCRETE MASONRY UNIT REVEAL (BEYOND) FIBERGLASS DOOR PANEL COMPRESSION WEATHERPROOFING (BEYOND) DOOR JAB FRAME (BEYOND) GYPSUM WALLBOARD REVEAL (BEYOND) COMPOSITE BOTTOM RAIL COMPRESSION WEATHERPROOFING OUTSWING THRESHOLD MONOLITHIC CONCRETE SLAB & FOOTING THRESHOLD ANCHOR PER PRODUCT Gregory John Burke I ARCHITECT, PA 333 1711 Street, Suite J Vero Beach, Florida 32960 PH: 772.299.6999 EM: gjburke@burkearchitects.eom Cart. of Author. No. AA26001974 _ Structural Consultant: 3960 Oak Hollow Avenue Vero Beach, Florida 32966 CoA No.: 28682 M I E P Consultant: 4925 13th Lane Vero Beach, Florida 32966 CoA No.: 27181 O Issues I Revisions: No. Date: Description B 08.30,16 95% Review Package 00 09.27.16 Permit, Pricing & Construction Package 9 G North Arrow: APPROVAL REQUIREMENTS -SET OPENINGS DETAILS THRESHOLD IN FULL MASTIC SETTING BED 0 1" 3" 6" 1' SILICONE SEALANT (D 7 n L_ WASH EXTERIOR TOP SURFACE OF No th Arrow: L! Graphic Scale: SLAB FOR POSITIVE DRAINAGE Drawn: Proj. No.: GJB 1290.00 Checked: GJB - 27 SEP 16 Grego —� .. AIA Sheet No. A813 AR00015750 certificate No ■ 27 SEP 16 Date Sigi err. 0 N LINE OF FURRRED HEADER (ABOVE) THRESHOLD (BELOW) FIBERGLASS DOOR PANEL SILICONE CAULK FLUID APPLIED WATERPROOFING AS PER PRODUCT IUIREMENTS TREATED WOOD BUCK WEATHERPROOFING 2 CONSTRUCTION ERIES DWGS JAMB FRAME JAMB STILE EK CPVC BRICK MOLD RYLIC SEALANT & BACKER ACRYLIC SEALANT MFR'S STRIKE PLATE LINE OF BRICK MOLD (ABOVE) LINE OF LINTEL (ABOVE) AAAennIDV r1DCAl1A1r` DETAIL -JAMB-STRIKE - Stone Wall (Fiberglass Entrance SCALE: 6" = 1'-0" LINE OF FURRRED HEADER (ABOVE) THRESHOLD (BELOW) FIBERGLASS DOOR PANEL SILICONE CAULK FLUID APPLIED WATERPROOFING LINE OFASING & MOLDING (ABOVE) LINE OF THRESHOLD (BELOW) FIBERGLASS DOOR PANEL COMPOSITE JAMB STILE DOOR MFR'S STD ALUMINUM ASTRAGAL DOOR MFR'S STD STRIKE PLATE #8 x 21/2" PPH STEEL SCREW #10 x 1 1/2" PPH STEEL SCREW C COMPRESSION WEATHERPROOFING LINE OF BRICK MOLD (ABOVE) LINE OF HEADER CASING (ABOVE) LINE OF SLAB EDGE (BELOW) UNIT SIZE �� REF: OPENINGS SCHED MASONRY OPENING e� REF: OPENINGS SCHED 0A DETAIL - MEETING STILE - Frame Wall (Fiberglass Entrance) CO SCALE:6" = 1'-0" OR AS PER PRODUCT — -- --------- REQUIREMENTS IRE TREATED WOOD BUCK ION WEATHERPROOFING 2 CONSTRUCTION ERIES DWGS r / JAMB FRAME ' x M JAMB STILE ' RYLIC SEALANT & BACKER 2EK CPVC BRICK MOLD ACRYLIC SEALANT MFR'S STRIKE PLATE LINE OF BRICK MOLD (ABOVE) LINE OF LINTEL (ABOVE) 05 DETAIL -JAMB -STRIKE - T (Fiberglass Entrance SCALE:6" = 1'-0" 03 DETA SCALE: 6" 1 FOR TYPICAL NOTES REF: HEAD DETAIL LINE OF CASING & MOLDING (ABOVE) LINE OF THRESHOLD (BELOW) COMPOSITE JAMB FRAME JAMB ANCHOR PER PRODUCT APPROVAL REQUIREMENTS 1/4" SHIM (MAX) 2x WOODBUCK DOOR MFR'S STD HINGE ACRYLIC SEALANT 1 x 1 AZEK PVC BRICK MOLD C 3/8" ACRYLIC SEALANT JOINT & c BACKER ROD C `c_ 41/2" x 4/4 HardieTrim CEMENTTRIM BOARD CASING WITH 2" x 4/4 HardieTrim CEMENT BOARD REVEAL TRIM 1/8" ACRYLIC SEALANT JOINT STEP SHOULD MITER COMPRESSION WEATHERPROOFING COMPOSITE JAMB STILE FIBERGLASS DOOR PANEL LINE OF BRICK MOLD (ABOVE) LINE OF HEADER CASING (ABOVE) LINE OF SLAB EDGE (BELOW) i UNIT SIZE 1 3/4" REF: OPENINGS SCHED Of MASONRY OPENING 1% REF: OPENINGS SCHED IL - JAMB -HINGE - Frame Wall (Fiberalass Entrance = 1 "-0" 1 x 8 AZEK CPVC FRIEZE BAND rM 1/2" THK HUBER ENGINEERED WOOD "ZIP SYSTEM" SHEATHING A New Residence 1/8" ACRYLIC SEALANT JOINT for: 3/4" MARINE GRADE PLYWOOD KE L LY & 2 x 6 WOOD STUDS @ 16" C/C (TYP) HEADER: (3) 2 x 6s WITH (2)1/2" MARK PLYWOOD SPACERS 4 1/2" x 4/4 HardieTrim CEMENTTRIM M c E LW E E BOARD CASING WITH 2" x 4/4 HardieTrim CEMENT BOARD REVEAL TRIM STEP SHOULD MITER 116 Harris Street Ft. Pierce, St. Lucie County 3/8" ACRYLIC SEALANT JOINT & Florida 34982-7802 BACKER ROD 2x WOOD BUCK 1/4" SHIM (MAX) PAINT GRADE CLAM SHELL CASING Copyright©zoi6, Gregory John Burke I ARCHITECT, PA 1 x 1 PAINT GRADE WOOD MOLDING ° Design HEAD ANCHOR PER PRODUCT APPROVAL REQUIREMENTS COMPOSITE HEAD FRAME DOOR HEAD FRAME (BEYOND) Gregory John Burke I ARCHITECT, PA COMPRESSION WEATHERPROOFING 333 171h Street, Suite J Vero Beach, Florida 32960 COMPOSITE TOP RAIL PH: 772.299.6999 EM: gjburke@burkeerchitects.com Cart. of Author. No. AA26001974 FIBERGLASS DOOR PANEL Structural Consultant: ACRYLIC SEALANT 1 x 1 AZEK PVC BRICK MOLD #### DETAIL - HEAD -Frame Wall (Fiberglass Entrance SCALE:6" = 1'-0" HARDIE TRIM BOARD REVEAL (BEYOND) FIBERGLASS DOOR PANEL COMPRESSION WEATHERPROOFING (BEYOND) DOOR JAB FRAME (BEYOND) DOOR CASING (BEYOND) COMPOSITE BOTTOM RAIL COMPRESSION WEATHERPROOFING OUTSWING THRESHOLD MONOLITHIC CONCRETE SLAB & FOOTING THRESHOLD ANCHOR PER PRODUCT APPROVAL REQUIREMENTS -SET THRESHOLD IN FULL MASTIC SETTING BED SILICONE SEALANT WASH EXTERIOR TOP SURFACE OF SLAB FOR POSITIVE DRAINAGE DETAIL -SILL-Frame Wall (Fiberglass Entrance SCALE: 6" = 1'-0" L. 0 3960 Oak Hollow Avenue Vero Beach, Florida 32966 CoA No.: 28682 M I E P Consultant: 4925 13th Lane Vero Beach, Florida 32966 CoA No.: 27181 No. Date: Description B 08.30.16 95% Review Package 00 09.27.16 Permit, Pricing & Construction Package (D North Arrow: OPENINGS DETAILS 0 11- 3„ 6„ 11 G 17L-T--7 North Arrow: Graphic Scale: Drawn: Proj. No.: GJB 1290.00 Checked 27 SEP 16 Greg ie Alb Sheet No. - A8m14 AR00015750 Certificate No 27 SEP 16 pate Signed: 05 DETAIL - INTERLOLCK STILE 1" INSULATED, IMPACT RATED GLASS (TYP) ADHESIVE TAPE (TYP) SILICONE SEALANT (TYP) COMPOSITE SEALER I DESSICANT (TYP) LINE OF HEADER (ABOVE) SLIDING GLASS DOOR PANELSTILE (HEAVY DUTY - TYP) #10 x 3/4" PH PN STAINLESS STEEL TEK SCREW (TYP) VINYL BULB WEATHERSTRIPPING (THIN . TYP) .187" x .230 FIN SEAL INTERLOCK ADAPTER (TYP) INTERELOCK PANEL SCREW COVER (TYP) 1" IG BEAD (TYP) SCREEN CLOTH SILL & SCREEN TRACKS (BELOW) 04 DETAIL -HINGE JAMB SCALE:6" = 1'-0" 03 DETAIL - STRIKE JAMB SCALE:6" I 1" INSULATED, IMPACT RATED GLASS (TYP) ADHESIVE TAPE (TYP) SILICONE SEALANT (TYP) COMPOSITE SEALER I DESSICANT (TYP) FURRED PARTITION FLUID APPLIED WATERPROOFING r --- JAMBANCH` PRODUCT APPROVAL R NTS (TYP) V 2x,PRES11S,Uf D WOOD BUCK I REF: A2Afl S "" S FOR ANCHOR b"E 1141".$Hlm''(M 3 TRACK JA FRAME JAM. , SERT (TYP) L CONCRETE MASONRY WALL FILL CELL `< REF: A2,00 SERIES DWGS c 1/4" ACYLIC SEALANT JOINT & BACKER ROD 1 3/4" x 3/4" AZEK CPVC BRICK MOLDING SCREEN JAMB TRACK SLIDING GLASS DOOR JAMB STILE SCREEN CLOTH 1" IG BEAD (TYP) SILL & SCREEN TRACKS (BELOW) A 1" INSULATED, IMPACT RATED GLASS (TYP) ADHESIVE TAPE (TYP) SILICONE SEALANT (TYP) COMPOSITE SEALER I DESSICANT (TYP) MFR'S STD DOOR PULL (TYP) FURRED PARTITION FLUID APPLIED WATERPROOFING JAMB AN PRODUCT z a o APPROVALR NTS (TYP) z nCn — - — 2 x PRESSUIT�, D WOOD BUCK o REF A2 00 S S FOR of o ANCHOR DE - " 0 ' 1/4' SHIM (M - — 3-TRACK JA F' = FRAME JAM SERT (TYP) k - i 1 1 01 1/4" ACYLIC SEALANT JOINT & BACKER ROD 1 3/4" x 3/4" AZEK CPVC BRICK MOLDING SCREEN JAMB TRACK SLIDING GLASS DOORJAMB STILE SCREEN CLOTH 1" IG BEAD (TYP) SILL & SCREENTRACKS (BELOW) 0 Lu x U CD 0 z z Lu 0. 0 Li: Uj DETAIL - HEAD SCALE:6" = 1'-0" DETAIL - SILL SCALE:6" = 1'—Orr ZUHEU LIN I EL REF: LINTEL SCHED 3/4" x 1" AZEK CPVC BRICK MOLDING WITH 1/4" CIA ROUTED DRIP 114" ACYLIC SEALANT JOINT & BACKER ROD ALUMINUM FLASHING W/ 314" (MIN) HEMMED EDGE SILICONE SEALANT & BACKER ROD FURRED PARTITION HEAD ANCHOR AS PER PRODUCT APPROVAL REQUIREMENTS (TYP) FLUID APPLIED WATERPROOFING MEMBRANE 2 x PRESSURE TREATED WOOD BUCK REF; A2.00 SERIES DWGS FOR ANCHOR DETAILS 1/4" SHIM (MAX) 3-TRACK HEAD (TYP) FRAME HEAD TRACK INSERT (TYP) SLIDING GLASS DOOR HEAD RAIL SCREEN SILL TRACK SCREEN CLOTH ADHESIVE TAPE (TYP) SILICONE SEALANT (TYP) COMPOSITE SEALER I DESSICANT (TYP) 1" INSULATED, IMPACT RATED GLASS (TYP) 1" IG BEAD (TYP) CREEN BOTTOM RAIL CREEN CLOTH CREEN SILL TRACK INSULATED, IMPACT RATED GLASS YP) IG BEAD (TYP) DHESIVE TAPE (TYP) ILICONE SEALANT (TYP) OMPOSITE SEALER I DESSICANT 'YP) YPSUM WALLBOARD REVEAL IEYOND) LIDING GLASS DOOR BOTTOM RAIL 'YP) NNDEM ROLLER ASSEMBLY (TYP) RAME SILL TRACK INSERT (TYP) SAME SCREW COVER (TYP) ASE MOLDING (BEYOND) TRACK SILL ONOLITHIC SLAB I FOOTING a A New Residence for: KELLY & MARK McELWEE 116 Harris Street Ft. Pierce, St. Lucie County Florida 34982-7802 Copyright©2oi6, Gregory John Burke I ARCHITECT, PA Gregory John Burke I ARCHITECT, PA 333 171h Street, Suite J Vero Beach, Florida 32960 PH: 772.299.6999 EM: gjburkeCburkearchitects.com Cert. of Author. No. AA26001974 Structural Consultant: 3960 Oak Hollow Avenue Vero Beach, Florida 32966 CoA No.: 28682 M I E P Consultant: 4926 13th Lane Vero Beach, Florida 32966 CoA No.: 27181 0 Issues I Revisions: No. Date: Description B 08.30.16 95% Review Package 00 09.27.16 Permit, Pricing & Construction Package O G North Arrow: ILLANCHOR PER SCHED PRODUCT OPENINGS DETAILS PPROVAL REQUIREMENTS (TYP) UBED MASTIC SEALANT /�� 0 1" 3" 6" 1'LL iEATHERSTRIPPING (TYP) L��1 ��� North Arrow: Graphic Scale: 2" THK PRE-MOLDEDCOMPRESSIBLE Drawn: Proj. No.: ILLER JOINT (TYP) GJB 1290.00 Checked:°THK t4le. LANAI SLAB rUR AR00015750 certificate No.: 27 SEP 16 Date Signed: SCALE: 6" = 1 °-0" r FOR TYP CONSTRUCTION NOTES REF. A3.00 SERIES DWGS 0 -. 0An r rr1A❑ rATTrkl ATTACH TO 3/4" NLESS C/C MW& 3AUGE :MMED AM 05 DETAIL - STORAGE ROOF RAKE 05)SCALE:6" = 1'-0" i FORTY!, CONSTRUCTION NOTES ERIES DWGS STD RAKE FLASHING IN) HEMMED EDGE DRIP -- TURN EDGE UP INTO IING �BUTYLTAPE I STD RAKE SUPPORT STD PANCAKE HEAD RESISTANT SCREWS .4" HEAD & 8" C/C IN THE STD CLEAT (CONT) VC RAKE FASCIA ;PVC FRIEZE BAND STANDING SEAM ROOFING PANEL 1 x 4 AZEK CPVC FRIEZE BOARD BEADED SMOOTH HardiePlank CEMENT BOARD LAP SIDING 5/8" THK HUBER ENGINEERED WOOD "ZIP SYSTEM" SHEATHING ALUM FLASHING - EXTEND UP FACE OF WALL 4" (MIN) WITH HEMMED EDGE 2 x 2 AZEK CPVC MILLED WATER TABLE WITH 1/4" DIA ROUTED DRIP (CONT) ROOFING MFR'S STD TUBE SEALANT STAINLESS STEEL TERMINATION BAR (CONT) WITH 1 1/4" DRIVE PINS - 4" FROM EDGE & 12" C/C ELSWHERE COLOR -MATCHED HEADWALL FLASHING ALUM Z-CLOSURE CUT TI FIT BETWEEN SEAMS WITH MFR'S TUBE SEALANT ON ALL CUT EDGES BREAD PAN FOLD TAPERED ROOF INSULATION MFR'S STD BUTYL TAPE SEALANT (CONT) PANCAKE SCREW @ 3" C/C THRU Z- CLOSURE (TYP) COLOR -MATCHED HEX SCREW WITH BONDED SEALING WASHER 03 SECTION thru ROOF PEAK SCALE: 3" = 1'-0" M COLOR -MATCHED HEX SCREW WITH BONDED SEALING WASHER @ 16" C/C (TYP) SHEATHING (TYP) r PANCAKE SCREW @ 3" C/C THRU Z- CLOSURE (TYP) ROOF UNDERLAYMENT (TYP) SECTION thru TYPICAL ROOF RIDGE CAP SCALE: I' = 1'-0" r EXTENDED EAVE TRIM . / V % \ .I V, V V V, "I DETAIL - TYPICAL EAVE SCALE: 3" = 1'4' — COLOR -MATCHED PEAK Project: FLASHING -- BREAD PAN FOLD — ALUM Z-CLOSURE CUT TI FIT A New Residence BETWEEN SEAMS WITH for: MFR'S TUBE SEALANT ON ALL CUT EDGES — COLOR -MATCHED HEX KELLY & SCREW WITH BONDED SEALING WASHER MARK — MFR'S STD CLIP — MFR'S STD BUTYL TAPE M c E LW E E SEALANT (CONT) -- STANDING SEAM ROOFING PANEL —SPRAY FOAM INSULATION 116 Harris Street Ft. Pierce, St. Lucie County LINE OF TRUSS TOP CHORD Florida 34982-7802 (BEYOND) 5/8" THK HUBER ENGINEERED WOOD "ZIP SYSTEM" SHEATHING 1 x 4 AZEK CPVC FRIEZE BOARD Copyright02oi6, Gregory John Burke ARCHITECT, PA — BEADED SMOOTH HardiePlank, CEMENT BOARD LAP SIDING Design -- 1/2" THK HardieSoffit WITH 1/2" x 3 AZEX CPVC BATTENS @ 96" C/C — 5/4 x 10 (RIPPED) AZEK CPVC FASCIA — 1 x 3 AZEK CPVC DRIP Gregory John Burke I ARCHITECT, PA — MFR'S STD CONT CLEAT 333 17' Street, Suite J Vero Beach, Florida 32960 PH: 772.299.6999 EM: gjburke@burkearchitects.com Cart. of Author. No. AA26001974 BREAD PAN FOLD (TYP) ° COLOR -MATCHED RIDGE I HIP CAP MFR'S CONT BUTYL TAPE SEALANT (TYP) MFR'S STD Z-CLOSURE CUT TO FIT BETWEEN SEAMS WITH TUBE SEALANT ON ALL CUT EDGES (TYP) 1" STANDING SEAM METAL ROOF PANEL (TYP) No. Date: Description B 08.30.16 95% Review Package 00 09.27.16 Permit, Pricing & Construction Package FOR TYP NOTES & DIM'S 0 REF: A3.20 SERIES DWGS 1/2" HUBER ENGINEERED 0 WOOD "ZIP SYSTEM" North Arrow: REF: A2.00 SERIES DWGS 1/4" THK, NON -VENTED SMOOTH HardieSoffit- WITH BUILDING ENVELOPE DETAILS 1/2 x 3 AZEK CPVC BATTENS @ 96" C/C (TYP) 1 x 4 AZEK CPVC FRIEZE BOARD BEADED SMOOTH HardiePlank North Arrow: Graphic Scale: CEMENTBOARD LAP SIDING Drawn: Proj. No.: ALUM FLASHING - EXTEND GJB 1290.00 UP FACE OF WALL 4" (MIN) Checked: qP,.• WITH HEMMED EDGE GJB wi•r 2 x 2 AZEK CPVC MILLED Scale: •° WATER TABLE WITH 1/4" DIA LI ' ROUTED DRIP (CEONY) .....•, 4 �o �• 27 SEP 16 Grego rke, AiA Sheet No. 06 DETAIL - CARPORT GUTTE 04 DETAIL- ROOF HEADWALL JCT SCALE:6" = 1'-011 A8 21 AR00015750 Certificate sU• ■ 27 SEP 16 Date Sip, ONE W, :pau6ig ayes 9 L d3S LZ :'ON 34004wao OSLS LOOOW 'ON iaaUS b1V `9)png uyor A1o6a1E) 91 d3S LZ :area Ll :pa>IoeyO 00'06ZL 8f o oN '(old :ume,a :aler� �lyde1� :movtltA�oN 8 V IZ .L 0 NVId Min10311HMN JAwV yYoN a g3Bd UOQM UOO'8 ulDud `iluuad 1n0Atl1 N3HO1lN 9VLZ'60 9VK*60 00 0 a "Md MGaIAG)j uonduoseo Qb'X9D :alea 8 'ON Z96Z£ epuold 'yoeae aaA laagS W 008 sele!oossy V 7p0uS `s11!W :;uellnsuoo I!Alo 1,L6L009ZVV'oN 'JotAnV }o .7Ae0 woo"slo4,go+e*Njnq@7eNjngl6:W3 6669'66Z'ZLL:Hd 096Z£ epm=i 'goeae aaA revs iaeRS aL 1 £££ dd '.L:)31IH:)MV I mane uyorko6aJE) tld'J.0311H:)NV I aMine uyor ISio6aj!)'g1:ozQL46uAdo:) Z081-Z86VE ePPOIA fi4uno3 9lon-1 IS `aoJOld -;d ;as.a;S s'JJeH 9 L L a a aft MAN :JO1 aauaplSad MaN V (SNOONIa38 H108 dAl) dl3HS'8 aOM 'OL 'iN3W30V1d SSnMi Hl'M NOUV00131.VNIaM000 (3AO8`d)Zi30a`d1SS300VOI11Vd03Nn -60 (3A08V - WON) .L-.8 @7 M3aV3H 0MV08T1VM WnSd.&O d0 3NIl '90 (dA1-3A08V) WV38 Xntld DOOM a31NMd S'X Z d0 3Nn 'LO mma S3w8S 00'ZV :d3M (dA.L - 3A08V) SM314VM BOOM d0 3Nn -90 soma S3w3S 00'ZV :d3M (dAl-3A08V) WV38 iNodwo aVlO vywri Tf d0 3NIl '90 SEOMO S31M3S 00'ZV:d3M aVd M39N30N00 OM d0 3NIl 1,0 SS)M0 S3Rl3S 00'ZV :dab WAD d001S d0 3NIl '£O soma 83w38 00'ZV :d3M WAl - 3AO8V) WV38 acio WnNIWn1V d0 3NIl 'ZO (dAl 3A08V) EJNVHM3AO d00M d0 3Nll 10 Pre s r T, '(Non,, aMV08l1VM WnsdAEJ d0 30Vd 3H10. 0MVO8lTVM WnSd),o d0 30Vd 3H1 WOMB ONV :a21V08i1VM WnsdAe do 30Vd 3Hl 01 ANNOSVW d0 SOW 301=0 3Hl WOMB NMOHS 311V ONIcnins alll d0 NOINB1NI MOd SNOISNBW10 '(N00) Nouonml N00 WM l NOd VNIHiVSHS d0 30Vd 3a1Sin0 Ol°JNIHJ-VEHS d0 30Vd ROISlnO WOMB aNV :ST rVM RMW NO ONIH1V3HS d0 30Vd OlANNOSVW 313MONO0 d0 30Vd 3a1S1n0 WQMd :AMN0M 313MON00 d0 30Vd =3a1S1nO 01 AMNOSVW 313HON04 d0 30VJ aaISIno vioud NMOHS 3MV avalln8 3H1 d0 HOIM31X3 3H1 MOd SNOISNama :(Non) smo-rud SV NMOHS 3WV S-ONIMVMO 3MV SNOISNRWIa '40 'NOLLVOLMMO NOd WN) SS3008d NOLLVWUOdNl No:i .LSan03M 3H1 VIA NaUrdM NI Al31VI0314IW 10311HOW 3Hi A -LON 'amino-m ll NOISN3WIa V `NOLLVWIIS3 S.MOlO'I'M1.N00 3Hl NI aNV NMOHS ION SI I'OIIVWMOdNI 3M314M 'S`ONIMVMO 3-NOS ION 00 'SO 4011103166 L 'LOZV 1N3Wn00a VIV'1;ALLN003H1 d0 SNOWaN00 1VM3N3D 3H1 RUM '8V-IS 313MON00 3Hl 30NVaM000V NI )MOM 11V WMOdM3d 20 d0 6013H1 sV a3NW3a Si ,ddV. 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