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HomeMy WebLinkAboutNEW ROOF FRAMING PLANr SCOPE OF WORK: 1. REMOVE EXISTING REAR ALUMINUM & GLAZED ENCLOSURE WALLS & ROOF; 2. REPLACE THIS ROOM w/ NEW WOOD FRAMED ENCLOSURE w/ WOOD TRUSSED ROOF; 3. INFILL FRAME OPENING UNDER EXISTING COVERED GARAGE AS INDICATED; 4. ADD NEW WINDOWS & DOORS WHERE INDICATED; 5. ADD NEW ELECTRICAL AS INDICATED; 6. RETURN ANY AFFECTED DUCT WORK TO SAME. REPLACE GRILLS w/ NEW AS REQUIRED; GENERAL REQUIREMENTS 1. ALL WORK TO BE AS PER FLORIDA BUILDING CODE 2017 AND TO MEET OR EXCEED ALL APPLICABLE LOCAL REQUIREMENTS. 2. GENERAL CONTRACTOR TO FAMILIARIZE HIMSELF WITH THE SITE PRIOR TO FORMALIZING A BID FOR CONSTRUCTION. 3. GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL, LABOR, MATERIALS, UTILITIES, TESTING, WASTE REMOVAL, STORAGE, SECURING OF SITE, ACCOMMODATION, TRANSPORT/FREIGHT AND ALL OTHER COSTS RELATED TO THE COMPLETION OF THIS PROJECT, UNLESS EXPLICITLY IDENTIFIED HERE. 4. OWNER IS RESPONSIBLE FOR ALL MUNICIPAL RELATED CHARGES SUCH AS IMPACT FEES AND WATER CONNECTION, EXCEPT BUILDING PERMIT FEES, WHICH ARE TO BE INCLUDED IN THE CONSTRUCTION BID. 5. GENERAL CONTRACTOR TO CHECK ALL DRAWINGS FOR ERRORS AND OMISSIONS AND BRING THEM TO THE ATTENTION OF THE ARCHITECT PRIOR TO STARTING ANY WORK, OR ORDERING MATERIALS OF THE RESPECTIVE DIVISION OF WORK. IF SUCH ERRORS AND OMISSIONS ARE NOT REPORTED IN WRITING TO THE ARCHITECT, ANY RESULTING DAMAGES OR COSTS SHALL BE BORN ENTIRELY BY THE GENERAL CONTRACTOR. 6. ARCHITECT IS NOT RESPONSIBLE FOR THE GENERAL CONTRACTORS' METHOD OR MEANS OF CONSTRUCTION. 7. GENERAL CONTRACTOR IS TO KEEP SITE IN A CLEAN AND SAFE STATE THROUGHOUT THE COURSE OF CONSTRUCTION. ON BUILDING TURN -OVER, GENERAL CONTRACTOR TO CLEAN ALL SURFACES SO AS TO BE FREE OF DUST, GREASE, STAINS, SCUFFS, ETC. 8. CAULK ALL DOORS &WINDOWS FOR WATER TIGHT SEAL PER MANUFACTURER'S DIRECTIONS. 9. VERIFY ALL R.O.'S W/ WINDOW & DOOR MANUFACTURER PRIOR TO COMMENCING CONSTRUCTION. 10. ALL FASTENERS & CONNECTORS TO BE INSTALLED PER MANUFACTURER'S DIRECTION TO ENSURE DESIGN STRENGTHS. DESIGN PARAMETERS: CODE : FBC 2017 ARCHITECT/ENGINEER: RAYMOND CHLADNY TYPE OF CONST.: CBS X WOOD FRAME: X NEW WORK BLDG. DESIGN: ENCLOSEDX-PARTIA11Y ENCLOSED - OPEN -WIND SPEED (3 sec gust): 170 OCCUR CATEGORY: IX EXPOSURE C; NET PRESSURE COEFFICIENT (C): +0.65: -0.29 (MOST SEVERE) HT ADJUSTMENT FACTOR: 1.0 WIND STAGNATION PRESSURE: 74 PSF MEAN BLDG. HEIGHT < 25 ft. OVERHANGS 24" ROOF PITCH 0.25/12 ROOF D.L. : METAL HOT MOP BIT. 19PSF LL.=30 FLOOR L.L 40/ psf DL 50 psf WINDOW/DOOR DESIGN PRESSURES: SEE ELEVATIONS - WIND PRESSURE: +39.1 : -44.5 PSF SHUTTERS: YES IMPACT RESISTANT ASSEMBLY. NO INTERIOR FINISHES: 1. FLOORS: MASTER'BEDROOM: CARPET, STYLE BY OWNER; DEN: SHEET VINYL, STYLE BY OWNER; RESTROOMS: SHEET VINYL, STYLE BY OWNER; 2. WALLS: PAINTED 1/2" GYPSUM BOARD, 1 PRIMER, (2) FINISH LATEX. 3. BASE BOARDS: MATCH EXISTING PAINTED WOOD, ALL CORNERS MITERED. 4. CEILING: PAINTED 1/2" GYPSUM BOARD, 1 PRIMER, (2) FINISH LATEX SEE LATH FASTENERS WOOD TRUSS THIS PAGE MAX. 24"o.c. METAL RIBBED LATH FINISH COAT. - 3/8-STUCCO SANDSTONE FINISH SCRATCH COAT FULL SIDE RIB LAP, TYP. BRO STUCCO BROWN COAT RIB LATH SECTION SCALE 1" = V-0" SHEET DIRECTION & LAP INSTALL RIBBED LATH SHEETS PERPENDICULAR TO THE FRAMING. ENSURE TO LAP 1ST V GROOVE w/ THE LAST OF THE .FIRST SHEET. PLACE THE THIRD SHEET END CENTERED ABOVE THE FIRST TWO SHEETS.THIS PROCESS IS SIMILAR TO THAT OF LAYING BRICK. THIS STAGGERS THE VERTICAL BUTT JOINT SEAMS AND ALLOWS A MORE UNIFORM DISPERSAL OF STRESS. ENSURE MIN. 1.5" BUTT. LAPS. LATH FASTENERS - TO WOOD FRAMING: USE (2)#10 WOOD SCREWS OR 11 GAUGE ROOFING NAILS, 2" LENGTH, 7/16' HEAD NAILS EACH SIDE OF RIB EACH& (1) BETWEEN EACH RIB ® MAX. 6" o.c. INTO WOOD STRUCTURAL MEMBER. ENSURE MINIMUM 1.75" FASTENER EMBEDEMENTS. FASTENER SPACING SPACING OF':NAILS OR SCREWS IS 6" ON CENTER MAXIMUM ALONG THE FRAMING MEMBER & (2) 0 EACH SIDE OF RIB INTERSECTION w/ FRAMING MEMBER. *NOTE: STAPLES ARE NOT PERMITTED ON CEILING APPLICATIONS.. SPAN LIMITATIONS FOR 3/8" RIB LATH, THE MAXIMUM SPACING OF SUPPORTS MAYBE 24' ON_CENTER. 'CUT AND TRIM TO FIT STANDARD SHEET SHEARS OR METAL CUTTING SCISSORS ARE EFFECTIVELY USED FOR NOTCHING AND SNIPPING. A CONVENTIONAL CIRCULAR SAW EQUIPPED WITH A METAL CUTTING BLADE EASILY ZIPS THROUGH STEEL LATH TO CUT TO DESIRED LENGTHS. JOINTING FOR CRACKING CONTROL WALLS AND CEILINGS THAT USE METAL LATH FOR THE PLASTER BASE SHOULD BE DIVIDED INTO RECTANGULAR PANELS NTH AN .EXPANSION TYPE CONTROL JOINT AT LEAST EVERY 18 FEET OR AT THE JUNCTURE OF A DISSIMILAR WALL, OR IN EITHER DIRECTION IN A LENGTH TO WIDTH RATIO OF. 2h TO 1, OR IN CEILINGS OR WALLS EXCEEDING 144' IN AREA. GENERAL FOUNDATION NOTES 1. CONCRETE SHALL BE A MINIMUM OF 4" THICK OVER CLEAN, TERMITE TREATED, COMPACTED FILL AND 6 MIL POLYETHYLENE VAPOR BARRIER. 2. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF NOT LESS THAN 3000 PSI. 3. ALL 90' HOOKS ARE TO BE EXTENDED 10" MINIMUM BEYOND THE TURN. FIELD BENDS ARE TO BE DONE COLD AND THE DIAMETER OF THE BEND, MEASURED ON THE INSIDE OF THE BAR, IS NOT T( BE LESS THAN (6) BAR DIAMETERS) 4: MINIMUM COVERAGE FOR REBAR SHALL BE 3" IN FOOTINGS HOOKS MAY BE ROTATED HORIZONTALLY IF REQUIRED TO ACHIEVE MINIMUM COVERAGES. 5. REBAR OVERLAP SHALL BE 48 BAR DIAMETERS. (30'" FOR #5 BARS) 6. THE FOUNDATION DESIGN ASSUMES THAT THE SOIL HAS A MINIMUM LOAD CARRYING CAPACITY OF 2500 POUNDS PER SQUARE FOOT. 7. IN THE EVENT THE SOIL BEARING CAPACITY FALLS BELOW THE AFORE MENTIONED MINIMUMS, THIS FOUNDATION PLAN MAY BE SUPERCEDED BY AN ENGINEER IN SPECIALIZED FOUNDATION DESIGN. 8. CONTRACTOR SHALL NOTIFY ARCHITECT IF SOILS ARE QUESTIONABLE TO 20'-0" IN DEPTH. 9. SATISFACTORY COMPACTION TEST OF FILL DOES NOT VERIFY LOWER SOILS ARE ADEQUATE. 10. ALL SPECIFICATIONS AND DIMENSIONS TO BE VERIFIED BY CONTRACTOR. NOTE: 1. ALL WOOD FRAMING TO BE I PT #2 S.P.F. 2. ENSURE BEARING WOOD STUD PLIES AS GIRDER PLIES AB VE. STUCCO NOTES: 1. APPLY TWO COATS 0 STUCCO OVER 2. ON WOOD SHEATHING , GALV. NAIL C TO THE SHEATHING OVER MIN. (2) Li FELT, AND APPLY THE STUCCO IN Tt COATS. THE TOP COAT OF STUCCO 1 1 '23'-0" R703.7EXTERIOR PLASTER, INSTALLATION OF THESE MATERIALS SHALL BE IN WITH ASTM C926, ASTM C1063 AND THE PROVISIONS OF THIS CODE. R703.7.1 FOR HIGH RIB &' OTHER LATH: LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS. EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATT CHED WITH MIN. 1.5" LONG, 11ga NAILS HAVING A 7/16" HEAD, OR 7/8" LONG, 16go STAPLES, SPACED NOT MORE THAN 6" o.c. NOA OR FL-14911-R1 SING NOA: 20-081 .10 HIND FL-17903-R2 EXT FLU FL-12099-RB GAR 10 PI FL-5444-R16 ASI EXISTING FLOOR PLAN AND DEMO PLAN SCALE: 1/4"=1'-O" I HAVE REMEWE THE ABOVE COMPONENTS AND CLADDING, AND HAVE APPROVED THEIR USE IN THE STRUCTURE TO PROVIDE ADEQUATE RESISTANCE TO THE WIND LOADS AND FORCES SPECIFIED BY THE CURRENT CODE PROVISIONS IN CCORDANCE WITH FBC 2020, SECTION 1609 Al 0 w N G 4" 16" NEW VG I CMU WALL. THIS SIDE OF SSES ABOVE RUN kLL, SO MINIMAL T SHORING ANYWAY RATED 240V, -- ------ WALLS TO BE REMOVED �- -_- TEMPORARY SHORING KUDF EUGL RIDGE OO OO OO O JP o Z LLJ n LAIMINU ZMALL tst t-AJItNtU IL) KULIF FRAMING W/ 8d GALV. RING NAILS AT 4" O.C. GES AND 6" O.C. AT INTERMEDIATE FRAMING EXCEPT USE 8d GALV. RING SHANK N ILS AT 3 O.C. INZONE 2 &3. ROOF SYSTEM DETAIL DIGITALLY SIGNED BY RAYMOND N.T.S. CHLADNY, AIA ADVANCED ARCHITECTURE EMAIL: SOCRATESHILL@GMAIL.COM DATE: 2021, 03 31 10:27:19 INDEX OF DRAWINGS SHEET DRAWING A-1 NOTES & PLAN A-2 PLAN & DETAILS A-3 ELEVATIONS, DETAILS I & anni THESE DRAWINGS CONTAIN ARCHITECTURAL SYMBOLS USED FOR GRAPHIC PURPOSES ONLY. SIZE AND LOCATION MAY VARY TO MEET MANUFACTURER'S SPECIFICATIONS. DO NOT SCALE DRAWINGS. ANY QUESTIONS ABOUT DIMENSIONS, CONTACT DESIGNER. W U W P� W U W P. TH^ 1./ 1 W l� V1 1� �n M START DATE: 06.27.19 NO REVISION/ISSUE DATE 0 1ST -REVISION 03.27.21 2V t2 -0�5 CLIENT: TINA LISCIO 304 BRADELY STREET FORT PIERCE Rsyrriond Chtadny Licensed Architect #AA-26002573 (ELECTRICAL NOTES: 1. ALL WORK TO NATIONAL ELECTRICAL CODE & REQUIREMENTS OF FPL; 2. ALL LOAD CALC'S TO BE CHECKED BY FLORIDA LICENSED ELECTRICIAN; 3. ALL CONDUCTORS TO BE COPPER; ALL INSULA11ON TO BE THHN; CONDUIT AS FOLLOWS: PVC BELOW GROUND; RIGID FROM U/G TO SERVICE; BOX FOR EXTERIOR LITES ON BUILDING; AC, MC OR EMT CONDUIT ELSEWHERE. f� 16",#5 REBARS @ 3 MAX 32"o.c. ON 1 !�QV 3 GABLE SIDE 45'-0'' FIELD CONFIRM 24"o.c. ON SHORT f`a SIDES INTO 41" EXISTING CUT SLAB N -0" 1 15 -3" EDGE w/ 3" EMBED S N WP N N WP & EPDXY ANCHOR 200 AMP MAIN BREAKER 4. N W RECEPTACLES TO HAVE PROTECTION OF THE BRANCH CIRCUITS GFI 11 NEW 25SH NEW SSH NEW (2)25SH EGRESS \ARCHITECTURE/ OVERHEAD E CIRCUIT PANEL EC 210.12(B). ' $Z 30 CIRCUIT, 3W, 1 PH NEW I I I IN I I I _ I N SERVICE BY F.P.L. 5. NW RECEPTACLES TO BE TAMPER -RESISTANT (NEC 406.11) MINI d---r- —r—— N t o E�LMl S w/SURGE PROTECTION 6. ADDED LOADS AS FOLLOWS. A/C — 3 2' O'717 3'-0" 2 -0" I WALL MNT UNIT * 3z '-(3) NEW DUPLEX RECEPTACLE TO BE ADDED TO EXISTING CIRCUIT FOR V-6" O EXISTING (2) RECEPTACLES IN EXISTING GARAGE; -�:I / IN 3(772)631-5709 AA26002573 -(3) NEW CEILING FANS/LIGHTS IN NEW ADDITION; NEW 25SHA/C DISC, -(11) NEW INTERIOR DUPLEX RECEPTACLES IN NEW ADDITION; 0 DEN EW 2068o THESE DRAWINGS CONTAIN METER -(2) NEW EXXTERIOR DUPLEX RECEPTACLES IN NEW ADDITION;ARCHITECTURAL SYMBOLS SURGE PROTECTION -(1) NEW GARAGE DOOR MOTOR; 0 iIUSED FOR GRAPHIC FOR ENTIRE HOUSE -(1) NEw MINI -SPLIT UNIT FOR NEw ADDITION; (2)24",#5 REBA N N N �(2 24',#5 REBARS PURPOSES ONLY. SIZE AND W SWC DOOR &-(2) NEW EXTERIOR LIGHTS TO BE ADDED TO EXISTING CIRCUIT FOR INTO EXISTING 66' FF NIN 0 XISTING LOCATION MAY VARY TO FRAME INSIDE MEET MANUFACTURER'S EXISTING EXTERIOR LIGHTS; FOOTING EDGE w/ - EXISTING OPENING N F OTI G EDGE w/23f 0 CU. (1) 2/0 CU. 4" EMBED & EPDXY I m SD 21'-4N4" EM ED & EPDXYSPECIFICATIONS. " CONDUIT ANCHOR N © N N o M. E OOMA CH R DO NOT SCALE DRAWINGS. w.—. — B—R_. r ANY QUESTIONS ABOUT #4 CU. GROUND c� /I t p 7 -9 - _ _I- _, to ENSURE SEAMLESS DIMENSIONS, CONTACT DRIVEN ROD & H.B. ELECTRICAL SYMBOL MBOL LEGEND EXISTING is --- 68 `, FLOOR FINISH & EXISTING DESIGNER. GFI OUTLETS PER PLAN 1 O 2ooAMP A/C))) D1r CEILING FINISH 2PNF—NEMA 3R 240V A/C SWITCH UNIT I ,BETWEEN NEW & RATED & MAIN DISC. ® PANEL � PT2x_ INFILL FRAME. NSURE FLUSH & METER, GRADEL4 XISTING CEILING FAN NON -LOAD BEARING SEAMLESS WALL N 240V, FOOTING STEEL w/ LITE & 110V OUTLET - w/ FINISHES TO Q © N FINISH, BOTH SIDES 3 WIRE - - - - - _ PULL CHAIN UTILITY MATCH EXISTING I ALL WORK TO COMPLY WITH = _ _ _ = _ _ _ _ _ _ — — — - — OVER COUNTER NEC AND LOCAL CODES \#4 COPPER GROUND R 220V OUTLET N KITCHEN —�© / IC11 1 RECESSED LIGH o I n HEAT RATED I /, EXHAUST FAN ® SMOKE & CO EXISTING ELECTRICAL RISER LIGHTCOMBDETECTOR sD PHONE PH LIGHT FIXTURE m Iu/ T WALL MOUNTED m 3068 I SD 1� I r1 Fl EXISTING ROOF DECK, 4' W JOISTS & HOT MOP A/C DISCONNECT CEILING HUNG P = ■ CID N ^� ASPHALT ROOF TO REMAIN SWAY/PENDANT LIGHT O EV EXISTING WOOD BEAM ® `V ■ 3 0 SUPPORTING EXISTING DIRECT WIRE CD ROOF JOISTS ELECTRICAL PANEL 0 4 - - - - - - CEILING SURFACE NEW 3068 - " c+ FASTEN PT2x6 TOP' PLATE TO U/S MNT LIGHT - CAULK FOR WATER TIGHT SEAL BOTH SITrWD BM w/ 1/4"x3.5" WD SCREWS JUNCTION BOX J❑ EXTERIOR DOOR _ -n 2 6 ■ STAGGERED 0 8"O.C. TYPICAL. T.V. /COAXIAL LIGHT FIXTURE STYLES BY OWNER j A N & D TA DINING — SD 5D m UJ UJ MPSON A35 CLIP w/ N a 0�)Bdx1.5" w/(4) TO EACH OTE TO BUILDER: o, WP MID BEDROOMwUD & (4) TO PLATE OUTLETS PER NEC 210-12(b) "' GFI = i N r1 NEW INFILL FRAMED WALL: 1/2" GYP. BRD n I 2068 v INSIDE OF PT2x6 STUDS 0 MAX. 16" ox. I ■ 13'-0" I LID TAPED & PAINTED w/ 15/32" CDX PLYWD TO GARAGE STUDS w/ 8d RING NAILS AT 4"o.c. EDGE & GALV. NAIL GALV. STEEL MESH TO THE FIELD, TYPICAL SHEATHING OVER MIN. (2) LAYERS 15# to ASPHALT FELT, AND APPLY THE STUCCO UN -CONDITIONED R-19 BATT INSULATION IN THREE SEPARATE COATS. THE TOP `O SPACE Q f COAT OF STUCCO TO BE PAINTED. LOAD SUMMARY N CARPORT OI cO N FASTEN PT2x6 SILL PLATE TO SLAB GFI PAINTED CONCRETE W/ 1 /4"x3.5' TAPCONS 1 2088 sq. ft. x 3 (GENERAL LIGHTING) 6264W m SIMPSON A35 CLIP w/10 STAGGERED © 12"O.C. TYPICAL. (8)8dx1.5" w/(4) TO EACH 2 2 SMALL APPLIANCES' 3000W ■ SLABqD GFI D' T� STUD & (4) TO PLATE 3 LAUNDRY CIRCUI� 150OW I ■ '------------ - N ------ n .SLAB ON GRADE � I LIVING RM SD FRONT. BEDROOM 4 TOTAL 10764W ; N CEILING MNT FOR m NEW GARAGE • � . I I V �M .. 5 ITOTAL - 3000W 7764W 2 � 000R OPENER _�^^;� _ -.� > -Y _10""r 2r 3,. , 4' 6 REMAIND ,,� 2717W 7 LINE 6 + 3000 2717W io NP�l FI i i H 8 AIR COND. 6800W N I f GARAGE INFILL WALL FRAMING 9 NEAT 10000 W 1 ■ ■ 2 SCALE: 1/2"=1'-0" 10 GREATER OF HEAT 0 100% vs: AC 0 125% 10000W I ■ I I m 11 MINI -SPLIT 2400 L_J 0 12 (1) WATER HEA R 4500 13 REFRIGERATOR 1400 13'-O" (2)2 16 4jEGRESS 22'-7t^ EXISTING 2x8 ROOF 14 FREEZER N/A 23'-0" OUTLOOKER RAFTERS SP6 ® 16"o.c. - 15 DISHWASHER 1030 w/ ROOF OVER HANG w/ (6) 10dx1.5' EACH A3 8' 16 TRASH COMPAC OR N/A 6" TOP 17 MICROWAVE 1630 ® NEW 2x4 STUDS 0 MAX. 24"o.c. REVISED FLOOR PLAN s 2x12 HEADER _ NEW MSTC28 STRAP w/ (36)16d 18 CENTRAL VAC. N/A w/ R11 BATT INSUL. FOR SOUND i \ JOINING HEADER, (2)JACKS. (2)KING STUDS & JACKS TO BE 19 WELL PUMP N/A & GYP. BIRD BOTH SIDES SCALE 1/4"=1'—O" COVERED NEW 1070 16d NAILED TOGETHER TO ACT 20 SPRINKLER PUMP (FUTURE) 1587 NEW PT2x6 STUDS ®MAX. 16"o.c: w/ CAR PORT AS ONE UNIT START DATE: 06.27.19 N GARAGE DOOR R19 BATT INSUL. w/ B" CDX PLYWD I CONFIRM R.O. w/ PT2x6 STUD TO EXISTING 21 POOL PUMP (FUTURE) 1400 rl CHO MANUFACT'R CMU w/ 1/4"x3" TAPCONS 22 TOTAL 0 75% (4 OR MORE) 11653W EXTERIOR & "GYP. BIRD INTERIOR NO.REVISION/ISSUE DATE 0 3" FROM ENDS & 12"o.c.. 10 1ST -REVISION 03.27.21 (TYPICAL) 23 DRYER 5000W 2ND-REVISION SP6 0.16"o,c. 3RD_REVISION 1Od 1 5,, EACH 24 RANGE 8000W �FE- W/ (6) x .11 -29.5 PSF FASTEN PT2x6 SILL PLATE TO SLAB 25 TOTAL 37370W SIMPSON HTT5-3/4 (26)i6dx3" ////// +26.8 PSF w/ 1/4"x3.5" S.STL TAPCONS 26 TOTAL/240V 156 AMP NAILS & �'DIA. ATR w/ MIN. 8" STAGGERED 0 12"O.C. TYPICAL EMBEDMENT w/ EPDXY ANCHOR EXISTING EXIST rNG 200AMP'SERVICE CONCRETE FOOTING NEW STUCCO TO BE EXISTING ROOF DECK, SEAMLESS FINISH W/ JOISTS &HOT MOP EXISTING WHEN COMPLETED ASPHALT ROOF TO REMAIN z EXISTING WOOD BEAM 2 NEW GARAGE DOOR FRAM'G To REMAIN I ....... EXIST'G BEAM'.:'....... . - FASTEN PT2X6 TOP. PLATE TO 2 PARTIAL SOUTH ELEVATION SCALE: 1/4"=1'-O" U/S WD BM w/ (2) 1/4"X3.5" SIMPSON A35 CLIP w/ WD SCREWS 0 12"O.C. FOR Z� l7— —OZS SP6 ®16"o.c. ALONG HEADERS (8)8dx1.5" w/(4) TO EACH OVER DOOR ONLY w/ (6) 10dx1.5" EACH STUD & (4) TO PLATE CLIENT: .... .. (3)PT2X6 HEADER GLUED & -6" TOP A_*� 8'-O''TOP SCREWED w/ 1/4"x3"STAGGRD 0 TINA LISCIO EXTERIOR FACE OF WALL Q 8"o.c. TO ACT AS ONE UNIT ET PAINTED STUCCO OVER PLYWD a z tz wEADER ALL NEW INFILL � 304 BRADELY STRE STUCCO RETURN F-- .... ... EXISTING WOOD BEAM FRAMING IS PT2x6 N 40"R.O. PT2x6 BUCK TO EXISTING CMU FORT PIERCE I ... .. ..:.. ... a0 COLUMN w/ 1/4"x3" TAPCONS NEW ST2215 STRAP 2X6 P.T. AT HEIGHT OF b00R 1/2' PT PLYWD OR 1/2" GYP. BIRD I SUPPORTING EXISTING \ CONFIRM w/ DER, d JOINING I ®3" FROM ENDS & 12"o:c. SET 1/2" INTO OPENING OPTIONAL R-19 BATT INSUL I ROOF JOISTS \ R.O.FOR NEW HEADER, JACK &KING + 3068 EXTERIOR g" STUD BOTH SIDES SIMPSON A35 CLIP w/ DOOR TYPICAL METHOD FOR - 1/2" THRUpBOLTS WITH ut SIMPSON A35 CLIP w/ ATTACHMENT OF WOOD GARAGE DOOR HARDWARE MINIMUM 2 0 X 1/8p WASHERS I + "' I (8)8dx1.5" w/(4) TO `EACH T 4"o.C. AND 12 AT ENDS _ STUD & (4) TO PLATE SEE FLOOR PLAN FOR NEW (8)8dx1.5 w/(4) TO EACH FRAMED WALLS TO EXISTING A 2 I 43.6 PSF ` WINDOW LOCATIONS AND STUD & (4) TO PLATE CMU OR CONCRETE WALLS +39.1 PSF R SIZES. CONFIRM ALL R.O's c NEFRAME D00 R DCENs o. TRACK BRACKETS TO PT BUCK I w/ M EXISTING a7s 7' HIGH DOOR: 5-3 8" X 1-7 8" LAG SCREWS WITH WASHER HEADS, I - A E / / 0' -0" FFE 0'-0" FFE DIGITALLY SIGNED BY RAYMOND p� y ANUFCT' - - CONCRETE FOOT G SPACED AS REQUIRED BY MANUFACTURER AT EACH SIDE. '" " IN 20" 7'-1" 6`_34" 6'-3 " " NEW ST2215 STRAP APPLY (2)MIN.1/4" THICK SPACED AS REQUIRED BY MANUFACTURER AT EACH SIDE. FASTEN PT2x6 SILL PLATE TO SLAB CHLADN Y, AIA d W/ 1/4"dt:5" S.STL TAPCONS ADVANCED ARCHITECTURE I dO 3i SP6 w/ (6) 10dx1.5 TOP NEW 5/8' x 7" w/ (20)16d JOINING BEADS OF MASTIC CAULK STAGGERED 0 12"O:C. TYPICAL. EMAIL: SOCRATESHILL®(iMAILCOM GARAGE DOOR ATTACHMENT 1 -4 1 -4' 1 -4 BOT EACH STUD TO PLATES REDHEAD w/ 2" WSHR HEADER, JACK & KING UNDER ALL PT PLATES SCALE: 3/8" = t'-o" 26 -6 3" FROM OPENING STUD BOTH SIDES ADJOINING TO SLABS OR DATE: 2021, 03 31 10: 27: 19 Rsymnd cNad"y EXISTING. CMU/CONCRETE WALLS ucensedArchitect uAA-zsoozs7s APPLY (2)MIN.1/4" THICK CONCRETE FOOTING BEADS OF MASTIC CAULK LEFT SIDE - WEST UNDER ALL PT PLATES ADJOINING TO SLABS OR SCALE: 1/4"=1'-0" 3 NEW WINDOW FRAMING NEW DOOR INFILL FRAMING DETAIL CMU/CONCRETE WALLS 2 SCALE: 1 /4"=1'-0" 2 N.I.S. A=2 d GUN NAILS 8d GUN NAILS ® 4" O.C. 8 8 3" O.C. (2x4) GABLE 0 JOINTS AND EDGES X-BRACING AT RIDGE AND III GUN NAILS 0 GABLE END TRUS 4'-0" O.C. 3„ O.C. AND 4 O.C. FIELD 12" ,MAX 2) 4 FLOCKING 0 4-0 O.C. & 6'-0" BACK GABLEOTRUSSES 1 j(3) 10d C MON TRUSS (ONLY IF TRUSS �J� J TYP. IS TALLER THAN x 8'-0") 2x4 FLAT BLOCK P6 0 16"o.c. 0 48 O/C ANCH. w/ (6) 10dx1.5" EACH NEW GYP. BIRD CEILING & W/ (2) 10d GUN R-40 BATT INSUL NAILS PER CONN. RUN GABLE PLYWD SHEATHING OVER WOOD HEADER w/ NO HOR. JOINT w/IN 24". SEE CONNECTOR SCHED. FOR STRAPS PEEL & STICK M.B. MEMBRANE r� RAIN CAP WRAP ON THE INTERIOR OF THE DOOR OR WINDOW MASONRY OPENING + PAN FLASH SILL w/ MOLDABLE PEEL & STICK MEMBRANE SLOPED TO DRAIN TO EXTERIOR SP6 0 16"o.c. w/ (6) 10dx1.5" EACH TO EACH STUD & PLATE GALV. NAIL GALV. STEEL MESH TO THE SHEATHING =I OVER MIN. (2) LAYERS 15# ASPHALT FELT, AND APPLY THE STUCCO IN THREE SEPARATE COATS. THE TOP COAT OF STUCCO TO BE PAINTED. NEW 5/8" x 7" REDHEAD (OR 10" J-BOLTS) w/ 2" WSHR MAX. 24"o.c. NEW 16"x16" STRIP FOOTING- w/ (2)#5 CONTINUOUS. (3)PT2x12 HEADER. NO SPLICES NEW WINDOW CASING (2) NEW SINGLE HUNG WINDOWS w/ MULLION TUBE. MUL. TUBE ANCHORS TO PENETRATE WOOD HEADER & SILL w/ MIN. 1.5". CONFIRM EXACT R.O. SPRAY FOAM SEAL HEAD &JAMBS OR USE FOAM ROPE & CAULK SEALANT FOR WATER TIGHT SEAL CULTURED MARBLE SILL DOOR & WINDOW F SHG SELF—ADHERERED MEMBRANES USED R-19 BATT INSULATION To COMPLY w/ AAMA 711 ENSURE ALL EXTERIOR DOORS & FASTEN PT2x6 SILL PLATE TO SLAB WINDOWS TO BE SEALED AT E JUNCTURE w/ BUILDING WALL'w/ W/ 1/4"x3.5" S.STL TAPCONS SEALANTS COMPLYING w/ AAMA 800 STAGGERED 0 12"O.C. TYPICAL. OR ASTM C 90, CLASS GRADE NS OR GREATER FOR PROPER JOINT EXPANSION EXISTING 4" & CONTRACTION, ASTM C 1281, AAM SLAB ON GRADE 812 OR OTHER APPROVED STANDARDS. ° APPROVED CORROSION —RESISTANT FLASHING TO BE SHINGLE —FASHION i. _ = III=III—LII ..APPLIED IN A MANNER TO PREVENT ENTRY OF WATER IN THE WALL CAVITY PRIOR TO TRUSS MANUFACTURING. GC TO CONFIRM EXACT EXISTING ROOF SLOPE NEW ROOF AREA: 450 SF: PER R806.2MINIMUM VENT AREA: THE MINIMUM NET FREE VENTILATING AREA SHALL BE 1 /150 OF THE AREA OF THE VENTED SPACE, OR 450/150 =3.0 SF MINIMUM NEW VENTS PROVIDED: 20 L.F. OF SOFFIT w/ (4) + GABLE VENT TOTAL. (4 X 0.61 SF)+1.2 SF GABLE = 3.6 SF TOTAL EXISTING NORTH ELEVATION SCALE: 1 /4"=1 ' -O" NEW GABLE FACE VENT w/ WEATHER LOUVERS. MIN. OPEN AREA: 1.2 SF REMOVE ALUMINUM WALLS & ROOF.ENCLOSURE - I I I_I—i I I —I I r—III 16"X#5 32'o.c. OR STRUCTURAL FRAMING COMPONENTS. - - PRIOR TO TRUSS Q _ - 6"STUCCO REBARS 0 MAX. MANUFACTURING. GC _ LAP SIDING INTO EXISTING CUT w/ EPDXY ANCHOR BACK SLAB ADHESIVE TO CONFIRM EXACT EXISTING ROOF SLOPE +/-zs - APPEARANCE NEW EXTERIOR WALL: 1/2" GYP. BIRD INSIDE OF PT2x6 STUDS CAP MAX. 16 o.c. TAPED & PAINTED w/ 15/32" CDX PLYWD TO STUDS w/ 8d RING NAILS AT 4"o.c. EDGE & FIELD, TYPICAL TYPICAL WALL & GABLE SECTION 3 SCALE: 1/2"=1'—O" ARCHITECTURAL SHINGLES (STYLE & COLOR TO MATCH EXISTING) OVER, MIN. 30LB FELT TIN TAGGED @ 12"o.c. ON 19-/32 CDX. 1-1/2" GAP ABOVE INSULATION BAFFLE PRE-ENG. WOOD TRUSSES R-40 BATT: SEE CONNECTOR INSULATION SCHEDULE 26ga GALV. DRIP --- SP6 0 16"o.c. PTl x2 OVER PT2x_ FASCIA �/�' 24„ w/ (6) 10dx1.5" OVER DOUBLE TOP PLATE & PT2x6 SILL PLATE BRD. MATCH EXISTING GYP. BIRD 24"x6" ALUM SCREEN WALLS & CEILING VENTS @ 96"o.c. MAX & R-19 BATT INSULATION CORNERS HIGH RIB LATH STUCCO CLG ATYPICAL SOFFIT/EAVE DETAIL 3 SCALE: 1/2"=1'_O" 8'-6" TOP SPH6 EXISTING EXISTING COVERED HOUSE CAR PORT NEW 1070 GARAGE DOOR HTT4 w/ 5/8" ATR, 10" EMBED. w/ (18) 10dx1-1/2" n 0'-0"'FFE -37.6 PSF +40.1 PSF PARTIAL SOUTH ELEVATION N � ,,-BASE MOUNT BRACKETS TRUSS CONNECTOR NOTES. w/ SCREWS IN. 3.5" THICK CONCRETE 1. ALL TRUSS TO TRUSS CONNECTIONS AND TIE DOWNS BY TRUSS MANUFACTURER SERVICE PAD 2. ALL TRUSS/RAFTER TO MASONRY OR CONCRETE TIE BEAM TO BE SIMPSON HETA20, wA16) 10d x1,5". MAX. UPLIFT: 1810 Ibs 3. ALL TRUSS/RAFTER TO WOOD HEADER/TOP PLATES/STUD SIDE TO BE SIMPSON HTS20 wA24) 10d X1.5". MAX. UPLIFT: 1450 Ibs CONDENSER ANCHOR NOTES: 4. CONSTRUCTION MAY COMMENCE AS ARCHITECT OF RECORD HAS REVIEWED TRUSS SHOP DRAWINGS & CUT SHEET REACTIONS ' 1. BASE MOUNT BRACKETS TO BE STEEL, ZINC PLATED, (2) ON EACH SIDE AS SHOWN HERE & ADDED REQUIRED CONNECTORS & REACTION UPLIFTS TO THOSE SPECIAL CONNECTORS HERE ON ROOF FRAMING PLAN ABOVE; WITH MIN. 1/16" THICK x 2" x 6" x 1.5" ON BEND; 5. ANCHORS TO BE INSTALLED AS PER SIMPSON'S DIRECTIONS & SECURED WITH SIMPSON EPDXY STRONG -TIE. 2. MIN. (1) 1/4"x 2.5" S.STEEL TAPCON PER CLIP TO CONCRETE SERVICE PAD; 6. IF SINGLE PLY TRUSS FOR SIMPSON MGT, HGT-2, HTT SERIES, HD/DA SERIES CONNECTORS, SHIM W/ D.F./S.P. 6'-0", 2x4 w/ 3. SERVICE PAD CONCRETE TO BE MIN. 3000 PSI COMPRESSION STRENGTH; 3", 10d NAILS STAGGERED 0 6"o.c., SO TO ACT AS ONE UNIT; 4. 'FASTENERS USED IN THE INSTALLATION MUST BE PROPERLY INSTALLED & COMPLETELY SCREWED IN SUCH THAT THE HEAD OF THE FASTENER ENGAGES THE BRACKET; 5. ATTACH EACH CLIP TO THE CONDENSING UNIT USING (2) #14 X 3/4"S.S. SELF -TAPPING SCREWS. .NEW 2x4 OUTLOOKERS TO FORM GABLE SOFFIT & EAVE +/-44-9"' FIELD CONFIRM ALL SINGLE TRUSSES TO BE SHIMMED, 1-20w/2"x4"x6'-0" D.F.OR S.P. & 11 NAIL w/ 12d ®6" o.c.. STAGGERED TO ACCTAS ONE UNIT. A EW R0(( ( ) RID LI 10dx1S 1%2/EACHoIF UNDER EACH TRUSS (2)) 2x6 STUDS NFUL STUjS TOGETHER w 12d 12'o.c. (2) TPX STUD STRAPS TOP & BOTTOM NEW 5/8" x 7" REDHEAD (OR 10" J-BOLTS) w/ 2" WSHR MAX. 24"o.c. & w/IN 6"1 OF HOLD DOWNS CONCRETE FOOTING 3 SCALE: 1 /4"=1'—O" A ALL STUDS UNDER EACH TRUSS /y MAX UPLIFT 2100 SCALE K-T LAP NEW UNDERLAYMENT w/ EXISTING BY MINIMUM J 24" PROVIDE CONTINUOUS j WATER TIGHT SEAL & EXISTING WITH NEW SHINGLES TO ROOF EXISTING ROOF SHINGLES i EXISTING LOAD BEARING WALL. 8'-0" AFF NEW LOAD BEARING WALL. 8'-0" AFF -EXISTING ROOF RIDGE LINE PRIOR TO REMOVING WALL BELOW OR TEMPORARY SHORING, SISTER NEW TRUSS TO EXISTING GABLE TRUSS. % FASTEN w/ 16d GUN NAILS STAG'RD 0 8"o.c, TO CORDS 0 & WEBS v NEW ROOF FRAMING FLAN SCALE: 1 /4"=1'-O" -0" 2x4 BLOCKING CUT EXISTING GABLE ROOF OVERHANG BACK FLUSH w/ GABLE FACE. REMOVE SIDING TO EXPOSED PLYWD SHEATHING ALIGN NEW & EXISTING EAVE AND SOFFIT LINES FOR FLUSH SEAMLESS FINISH DIGITALLY SIGNED BY RAYMOND CHLADNY, AIA ADVANCED ARCHITECTURE EMAIL: SOCRATESHILLOGMAIL.COM DATE: 2021, 03 31 10:27:19 A r =N ' I �.V ARCHITECTURE AJa�,� nnl (772)631-5709 AA26002573 THESE DRAWINGS CONTAIN ARCHITECTURAL SYMBOLS USED FOR GRAPHIC PURPOSES ONLY. SIZE AND LOCATION MAY VARY TO MEET MANUFACTURER'S SPECIFICATIONS. DO NOT SCALE DRAWINGS. ANY QUESTIONS ABOUT DIMENSIONS, CONTACT DESIGNER. li,-� 44 n lrW\J V W I ^� W u �T n v1 W w u e CA M START DATE: 06.27.19 NO REVISION/ISSUE DATE 1 1ST -REVISION 03.27.21 2ND-REVISION 3RD_REVISION 2d1 Z -oZ� j CLIENT: TINA LISCIO 304 BRADELY STREET FORT PIERCE s� NY F LICEN O. a AR00 475 0 K y 0 ' ay >d d0 31' Raymond Chladny Licensed Amhitec[ #AA-26002573