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HomeMy WebLinkAboutBuilding Plans� 1 FORT PIERCE, FL PROPOSED RENOVATION FOR: 5305 DEER RUN RT PIERCE., FL -5 Fi 0 L I FDAY P I N ES S/D PHASE III 'L"T 5 l BUILDING DEPARTMENT PRODUCT APPROVAL SUBMITTAL DATA OPENING SCHEDULE: EXTERIOR SWING DOORS, OVERHEAD DOORS, SLIDING GLASS DOORS, FIXED GLASS, AND WINDOWS PRODUCT DESCRIPTION MODEL MANUFACTURER GLASS ATTACHMENT METHOD PRODUCT DESIGN BUILDING DESIGN PRODUCT NUMBER DESCRIPTION TYPE, SIZE, SPACING & EMBEDMENT PRESSURES (PSF) PRESSURES (PSF) APPROVAL NO. SINGLE DOOR GLAZED FIBERGLASS PLASIPRO IMPACT Y40 X 1-Y4" MIN. EMBED. TAPCONS SPA. 0 140 D.C. MAX. +/-50.0 SEE ELEVATIONS FL# 17184.9 DOUBLE HUNG DH-5460 POT INDUSTRIES, NON -IMPACT glao X 1-Y4" MIN. EMBED. TAPCONS SPA. 0 13" D.C. MAX. +50.0 SEE ELEVATIONS NOA# 20-0401.05 WINDOW I INC. -100.0 AMERICAN SHUTTER SHUTTERS 1 H I MS N/A W X l-)V MIN. EMBED. TAPCONS PER NOA 64-.0 + 72.0 SEE ELEVATIONS FL# 389.2 ASSOCIAT ON, INC. 1. ALL GLAZED EXTERIOR OPENINGS SHALL BE IMPACT OR PROVIDED WITH SHUTTERS. 2. WINDOW AND DOOR FENESTRA-nDN SHALL BE IN ACCORDANCE WITH FBC R703.4 (1.2) AS PER DETAILS PROVIDED. I HAVE REVIEWED THE ABOVE PRODUCT I APPROVAL INFORMATION AND APPROVE IT. NAME: BRIAN MASKOL, P.E. CERTIFICATE NUMBER: 66080 If zilTl4UM`" IRA:;� A No 1. DESIGN LOADS IN ACCORDANCE WITH ASCE 7-1,4. 2. SOIL BEARING CAPACITY. 2500 PSF (MIN.). 3. ALL STRUCTURAL CONCRETE IN BEAMS, LINTELS, VERTICAL CELLS, AND COLUMNS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI COMPRESSIVE STRENGTH AT 28 DAYS. 4. SLAB / FOOTINGS TO BE CONCRETE WITH A MINIMUM 2500 PSI COMPRESSIVE STRENGTH AT 28 DAYS. SEE PLAN FOR SIZES & STEEL REQUIREMENTS. 5. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS, FOOTINGS. 3" BEAMS: 1 M" SUSPENDED SLABS: 1 34" 6. LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS EXCEPT AS NOTED GRADE 60 STEEL MINIMUM IN BEAMS AND COLUMNS. 7. ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. 8. SPLITTING OR CRACKING OF STRUCTURAL COMPONENTS DUE TO INSTALLATION OF HARDWARE IS NOT PERMITTED. 9. UNLESS OTHERWISE NOTED, THE INSTALLATION OF SPECIFIED HARDWARE SHALL CONFORM TO THE MANUFACTURES INSTRUCTIONS AND STANDARD PRACTICES. 10. LINTELS SHALL HAVE A MINIMUM 4" BEARING. 11. PROVIDE # 5 CORNER BARS W/ 30" MIN. LAP SPLICE FOR BOND BEAM. 12. STUCCO CEILINGS AND SOFFIT NOTE: EXTERIOR CEILING AND SOFFIT TO BE STUCCO OVER WIRELATH W/ 11GA, 2" NAILS W1 3/8" 0 HEAD 0 6" D.C. OVER 3/8- METAL RIB LATH 0 611 D.C. W1 (2 LAYERSOF 15# FELT OVER EACH FRAMING MEMBER). 13. EXTERIOR FRAME WALLS TO BE STUCCO OVER WIRELATH WITH 11 GA. 2" LONG NAILS WITH 3/8" 0 HEAD 0 6- D.C. OVER (2) LAYERS OF (15# FELT OR TYVAK BUILDING WRAP) OVER 19/32- CDX PLYWOOD WITH 10D NAILS TO STUDS a 6" O.C. PERIMETER AND FIELD. 14. BEARING POINTS OF TRUSSES SHALL HAVE VERTICAL STUDS IN A NUMBER EQUAL TO THE NUMBER OF PLIES OF THE BEARING MEMBER MEN THE BEARING MEMBER IS (2) OR MORE PLIES UNLESS NOTED. ll WALL FI N ISHII N S U LATh0',,lN NO.- TES 1. INTERIOR TO BE %- IORYWALL FINISH. 2. ALL INTERIOR GYPSLM BOARD TO BE MIN. %" THICK WITH (13 GAGE, 1 3/8" LONG, 19/641, HEAD; 0.098- DIAMETER, 1 IA- LONG, ANNULAR -RINGED; 5D COOLER NAIL, 0.086" DIAMETER, ' 5/81' LONG, 15/64" HEAD; OR GYPSUM BOARD NAIL, 0.086" DIAMETER, 1 5/8" LDNG, 9/32- HEAD) SPACED AT 711 O.C. FOR NAILS AND 12- D.C. FOR SCREWS. 3. WALLS AT SHOWER '0 BE TILE. PROVIDE CEMENT, FIBER -CEMENT OR GLASS MAT GYPSUM BACKERS IN COMPLIANCE WITH ASTM C 1288, C 1325, C 1178, OR C 1278 AND INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS AND WALL PANELS IN SHOWER AREAS. (PER FRC 702.4.1 & FRC 702.4.2). 1 4. WALL AND CEILING FINISHES SHALL HAVE A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450. 5. WALL AND CEILING FINISHES SHALL HAVE A FLAME -SPREAD CLASSIFICATION OF NOT GREATER THAN 200. 6. ALL EXPOSED INSULATION I MATERIALS INSTALLED ON ATTIC FLOORS SHALL HAVE A CRITICAL RADIANT FLUX NOT LESS THAN 0.12 WATT PER SQUARE CENTIMETER. EXPOSED FOAM PLASTIC INSULATION MATERIALS EXPOSED TO THE UNDERSIDE OF THE ROOF DECK OR ON THE ATTIC WALLS SHALL COMPLY WITH SECTION FRC3116. 7. PER FRO 702.2.1 ALL GYPSUM BOARD MATERIALS AND ACCESSORIES SHALL CONFORM TO ASTM C 36, C 7), C 475, C 514, C 630, C 931, C 960, C 1002, C 1047, C 1177, C 1178, C 1278, C - 395, C 1396 OR C 1658 AND SHALL BE INSTALLED IN ACCORDANCE WITH 'HE PROVISIONS OF FRO, AND ADHESIVES FOR THE INSTALLA11ON OF GYPSUM BOARD SHALL CONFORM TO ASTM C 557. B. INSULATION MATERIALS, INCLUDING FACINGS, SUCH AS VAPOR RETARDERS OR VAPOR PERMEABLE MEMBRANES INSTALLED WITHIN FLOOR -CEILING ASSEMBLIES, ROOF -CEILING ASSEMBLIES, WALL ASSEMBLIES, CRAWL SPACES AND ATTICS SHALL HAVE A FLAME SPREAD INDEX NOT TO EXCEED 25 WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX NOT TO EXCEED 450 WHEN TESTED IN ACCORDANCE NTH ASTM E 04 OR UL 723. 1. ALL ELECTRICAL WORK SHALL BE IN ACCORDANCE WITH THE NEC (NFPA 70) 2017 EDITION. 2. A MINIMUM OF 75X OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE HIGH -EFFICACY LAMPS OR A MINIMUM OF 75X OF THE PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL CONTAIN ONLY HIGH -EFFICACY LAMPS. (LOW VOLTAGE LIGHTING SHALL NOT BE REQUIRED TO BE HIGH -EFFICACY LAMPS). 3. RECESSED LIGHTING SHALL BE SEALED TO LIMIT AIR LEAKAGE BETWEEN CONDITIONED AND UNCONDITIONED SPACES. 4. SMOKE DETECTORS TO BE 110V W/ BATTERY BACK UP - ARC FAULT CIRCUIT. 5. SMOKE DETECTORS TO BE LOCATED AS SHOWN. 6. SMOKE DETECTORS TO BE INTERCONNECTED SO THAT ONE SMOKE DETECTOR ACTIVATES ALL SMOKE DETECTORS IN THE RESIDENCE. 7. PROVIDE BRANCH CIRCUIT ARC -FAULT PROTECTION FOR ALL CIRCUITS SERVING: FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIE& DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS. CLOSETS, HALLWAYS, OR SIMILAR ROOMS PER FED AND NEC REQUIREMENTS. 8. PROVIDE GROUND -FAULT CIRCUIT INTERRUPTER PROTECTION FOR ALL 125-VOLT, SINGLE-PHASE 15 AND 20 AMP CIRCUITS SERVING: BATHROOMS, GARAGES, KITCHENS, ACCESSORY BUILDINGS, OUTDOORS, OR WITHIN 72" OF EDGE OF ANY SINK. 9. CARBON MONOXIDE DETECTORS TO BE INSTALLED WITHIN 10' OF ALL BEDROOMS. 10. EXHAUST FANS TO BE VENTED THRU ROOF OR SOFFIT. 11. PROVIDE TAMPER RESISTANT RECEPTACLES PER NEC REQUIREMENTS. G E N E RA L K: 1. THE CONTRACTOR, SUBCONTRACTOR, SUPPLIER, ETC. SHALL VERIFY ALL DIMENSIONS, CONDITIONS AT JOB SITE, PLANS, SPECIFICATIONS, ETC. 2. STRUCTURAL FEATURES NOT DETAILED ON THESE PLANS WILL BE ADDRESSED BY THE ENGINEER AS CONSTRUCTION PROGRESSES. 3. ALL WRITTEN DIMENSIONS ON THESE DRAWINGS TAKE PRECEDENCE OVER SCALED DIMENSIONS 4. ALL CONSTRUCTION MUST COMPLY WITH THE FLORIDA BUILDING CODE (FBC) 2020, FBC 2020 RESIDENTIAL, FBC 2020 PLUMBING CODE, FBC 2020 MECHANICAL CODE. FBC 2000 ENERGY CONSERVATION,'AND THE NEC (NFPA 70E) 2017 EDITION. 5. RESIDENCE LOCATED IN NEGLIGIBLE WEATHERING AREA, AND IN VERY HEAVY TERMITE! INFESTATION AREA PER FRC 301. 6. ALL ADDITIONS, REPAIRS, AND ALTERATIONS MUST COMPLY WITH THE F.B.0 2020 FOR EXISTING BUILDINGS. _)OWEL RUD REPAIR NOTES IN THE EVENT STEEL HAS BEEN INADVERTENTLY OMITTED FROM DOWN POUR LOCATIONS, DRILL 6" INTO CONCRETE (NO CLOSER THAN 33'4' FROM EDGES AND 5' FROM ENDS OF CAP WALLS), REMOVE DUST PER MFG'S INSTRUCTIONS AND USE TWO PART EPDXY TO ANCHOR #51REBAR IN PLACE. USE EITHER HILTI C-100 OR SIMPSON EPDXY -TIE. .............. IT IS THE INTENT OF THESE DRAWINGS TO SHOW GENERAL REQUIREMENTS RELATED TO THE CONSTRUCTION OF THIS PROJECT. IT IS NOT THE INTENT TO SHOW EACH AND EVERY PIECE OF MATERIAL OR EVERY METHOD REQUIRED FOR SOUND CONSTRUCTION. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS BEFORE STARTING PROJECT. JOAN JAFFE ULC IS NOT RESPONSIBLE FOR ANY ERRORS OR MISTAKES ONCE CONSTRUCTION HAS BEGAN. IN CASE OF QUESTIONS, PLEASE CONSULT JOAN JAFFE LLC AND SUMMIT DESIGN & FORENSICS, INC. C(Da� RECEIVED MAY 2 0 2021 Permitting Department St. Lucie County ZV5 _1� " G &9 REVIEWED FOR CODE COMPLIANCE ST_ LUCIE COUNTY BOCC VL FILE COPY LEGEND EXISTING EXTERIOR WALL TO REMAIN EXISTING BUILDING DIMENSION LINE i REVIEWED F CODE COPAPLiANCS ST. LUCIE COUNT BOCC SCALE: 1/4" =1'-0" ij�- - DRAFTING SERVICES MOM CM) 2V-7W www.xae UKHCOMTDRArMGCOM N o O M x A A 0 z; d q c z W W " " v1 U o A)o PZ AMA rr� rT1 WO�w�i rh w QavA 0� Ui MCI A O k i' f .. Z 00 a• coa, g� W m N Z V M L, Ln JO ui O N fool LL R z +� V� Ice Lu N IL Q h / \ ` � ENSF" " . K08 P E OF SCALE: AS NOTED JOB No: 521-0329 Al #3 DOWEL x l'-O" LONG SPA. ® l'-4" O.C. EPDXIED 6" INTO EXISTING (TYP. AT NEW TO EXISTING) CONCRETE 1NFILL OVER -/ EXISTINGSLAB SUCH THAT IT MATCHES EXISTING AREA TABULA ON NEW DEN REMODEL 269 SQ. FT. TOTAL: 269 SQ. FT. 1. ALL DOWELS AND VERTICAL BARS ARE #5 2. #5 DOWELS 44°` loll 3. ATTACH DOWELS TO FOOTING STEEL 4. VERTICAL BARS TO EXTEND TO TOP STEEL AND HAVE HOOKS EQUAL TO DOWEL HOOKS 5. FILL CELLS AT VERTICAL DOWELS 6. GROUT TO BE 3000 PSI AND REBAR TO BE GRADE 60 7, NEW D L HUNG 72" x 60°° INDOW 8F8-16 LINTEL NEW CMU EXISTING EXTERIOR WALL CMU COLUMN TO REMAIN 8F8-lB LINTEL NEW DEN NEW CMUIC EXTERIOR WALL EXISTING 12'-0" x 8'-0" SLIDING GLASS DOOR TO REMAIN ---- --------------- NEW )80' SC o EXISTING 01 COVERED PATIO z I i4a0 STORAGE EXISTING HOUSE • 3`u,'. t 'i'-LOOR PLAN SCALE: 1/4" = 1•-0„ LEC7IENb EXISTING EXTERIOR WALL TO REMAIN NEW MASONRY _EX1 *T,8R' WALL id DIM- NEW ADDITIO'DIMENSION LINE ICI EXTERIOR OPENING DESIGN PRESSURE CHART 160, MPH EXP:B MARK AREA I E O ZONE 4 ZONE 5 POSITIVE (PSF) NEGATIVE (PSF) POSITIVE (PSF) NEGATIVE (PSF) 1 10.0 +22.7 -24.6 +22.7 -30.3 2 15.0 +22.1 -23.8 +22.1 -29.1 3 20.0 +21.6 -23.0 +2tI5 -27.9 4 25.0 +21.4 -22.9 +21.4 -27.5 5 30.0 +21.2 -22.8 +21.2 -27.1 6 35.0 +21.0 -22.6 +21.0 -26.7 7 40.0 +20.7 -22.5 +20.7 -26.2 8 45.0 +20.5 -22.3 +20.5 -25.8 9 50.0 +20.3 -22.1 +20.3 -25.4 10 110 +19.3 -20.5 +19.3 -23.0 * MEASURED AS 4'-0" FROM BUILDING CORNER SMOKE DETECTORS WIRED TO 120V BATHROOM LIGHTS NON SWITCHABLE, NON GFI, ELECTRICAL CONTRACTOR TO VERIFY ALL EQUIPMENT LOADS PRIOR TO START OF CONSTRUCTION. ELECTRICAL CONTRACTOR TO RECALCULATE ELECTRICAL SCHEDULE IF LOADS ARE TO BE MODIFIED. ELECTRIC ALC" PER NEC 2,529 sq. ft. x 3VA (GENERAL LIGHTING) 7,770 VA 269 ADDED LIVING S.F. AT 3 VA 807 (2) TWO 20 AMP APPLIANCE CKTS. 3,000 LAUNDRY 1,500 DRYER 5,000 DW 1,200 RANGE 12,000 DISPOSAL 800 MICROWAVE 1,200 GARAGE DOOR OPENER 900 REF. CIRCUIT 1,200 WATER HEATER 4,500 50A RV OUTLET 12,000 POOL PUMP 3,500 TOTAL 55,377 VA FIRST 10 KW 0100% 10,000 REMAINDER 040% 18,150 VA TOTAL 28.150 VA A/C HEAT 0 100% 19;300 VA TOTAL 47,451 VA TOTAL/240V 198 AMP. USE 200 AMP SERVICE PANEL ELECTRICAL LEGEND: (NEW DEVICES) EXISTING HOUSE SCALE: 1/4" = 1'-0" SYMBOL DESCRIPTION NEW SINGLE, POLE TOGGLE SWITCH (15A, 125V) .SET C5 45' ALL + (TYPICAL) �N NEW .GROUND FAULT INTERRUPTER DUPLEX RECEPTACLE OUTLET. WALL. MOUNTED (� 42" AFF TYPICAL (UNO) 0%N NEW CEILING MOUNT LIGHT FIXTURE. N NEW TV JACK REVIEWED FOR CODE COMPLIANCE, T . j��. 1E COUNTY CCC i IIIII_IIIIIIII IIIIIIIII�III�IIILI�IIIIIIG IIILIIImIII�IIIII�III�III�IIIL FILE COPY IJ u L L III I L L` L II I �I I �I `I EXISTING ASPHALT SHINGLE ROOFING OVER PLYWOOD SHEATHING ON PRE -FABRICATED WOOD TRUSSES R-11-ILLIL U. 1� II III �I11 BRG. -- -- - - - - - - -----7 EXISTING B" CMU WALL CONSTRUCTION NTH CEMENT STUCCO COATING NEW DOOR-\ BEYOND v 0 3E w 51 I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - NEW CMU WALL CONSTRUCTION WITH CEMENT STUCCO COATING -P EAR ELEVATION - SCALE: 1/4" =1'-0" ij� - ORAFIrWO SERVICES rowx inure, u.c PHONE: (772) 237-7942 W W WNREMURHCOAS7DRAPTING.COM �"v N o U x in � P1 Q A U 0 z 0 A �I p z v! z �1 l--I a, w z� O o r� z A� �W 7 z 0a � � jJ] 0 (~ C "00 w 0 A o^� z x F� 0 t� II c.i Z . �+. V m v Z Ci rnLL u^7 Lu �0 0 cc �. J N h i �.. 0 N uj'V co N LL Il- uL N 14 Ln W �. %5 .6608 STATE OF , O'� ,INA l SCALE. 1/4" =1'-01, JOB No: 521-0329 A2 m R-30 FIBERGLASS BATT EPDXY 7" INTO EXISTING BEAM EX. ROOF TRUSS INSULATION W/ KRAFT PAPER 2X4 SPA.® [NEW 2'-0" O.C. � _ Pao BEARING HEIGHT EL. VARIES 1 Yz" THICK CEILING RATED GYPSUM ,. SIMPSON LUS24 WALLBOARD SHEATHING (OTHERWISE SIMPSON HGAM10KTA (TYP•) NON -RATED %" THICK GYPSUM WALL w/(4)-SDS Ya'x1—Y2" BOARD IS RUIRED E Q ) SIDS TO BLOCKING & .EXISTING BEAM (4)-Y4'X2Y4, TITEN 2 NEW 2 COURSE BOND -BEAM WITH Yz" GYPSUM WALLBOARD SHEATHING OVER #5 EACH COURSE 1"x2" (NOMINAL) P.T. FURRING STRIPS 0 24" O.C. zi (MAX.) AND R4.2 (MIN.) RIGID INSULATION NTH REFLECTIVE VAPOR BARRIER —#5 SPAC. O 4'-0" O.C. #5 SPA. ® 4'-O"° O.C. 0 o a� 4� 8" � PRECAST LINTEL wj(1)-#5 BAR IN (3000 PSI) w w CONCRETE FILLED CELL AT ALL OPENINGS (SEE LINTEL w , NEW 8" MASONRY Li NEW 8" MASONRY SCHEDULE FOR MORE INFORMATION) o z GROUT SOLID AT REINFORCING o z GROUT SOLID AT REINFORCING o in #5 VERT. REBAR AND #5 DOWEL BARS o X #5 VERT. REBAR AND #5 DOWEL BARS w WITH STD. 10" LONG HOOK (MIN.) `' WITH STD. 10" LONG HOOK (MIN.) GROUTED SOLID. SET DOWELS AS GROUTED SOLID. SET DOWELS AS WOOD BASE BOARD INDICATED ON PLAN WOOD BASE BOARD INDICATED ON PLAN MIN. LAP SPLICE (TYPICAL) MIN. LAP SPLICE (TYPICAL) NEW CONCRETE INFILL �30" &I Y/a x B" WIDE BLOCK RECESS NEW CONCRETE INFILL �30" 4K"x 8" WIDE BLOCK RECESS IN MATCH TOP OF FINISHEDFLOOR SLAB eL FINISHED FLOOR SLAB EXISTING SLAB R a r r EXISTING SLAB EXISTING SLAB / / 12 MIN. EMBEDMENT ' \ ; \ \ \\/\// �/ 12 MIN. EMBEDMENT EXISTING CONCRETE SLAB. REMOVE 3' MIN. �j� BELOW EXISTING GRADE EXISTING CONCRETE SLAB. 3" MIN. /� ///�i BELOW EXISTING GRADE AS REQUIRED FOR NEW FOOTING. CLEAR COVER 1 -4' (2) #5 CONTINUOUS REBAR REMOVE AS REQUIRED FOR CLEAR COVER 6_ 1 (2) #5 CONTINUOUS REBAR (TYP.). NEW FOOTING. (TYP.). -4 (MIN.) (MIN.) TYPICAL EXTERIOR n T ION 2 TypiCAL COLUMN TI N si SCALE: 112" = 1'-O" EXISTING MASONRY WALL NEW WALL CONSTRUCTION INSULATION PER ENERGY CODE RAT RUN 1x4 (MIN.) 6. LAID FLAT @8'-0" O.C. EMBED. LAP SPLICE LENGTH FILE COPS (1) #5 x 30" LONG (MIN.) DOWEL BAR MIN. lf} GAP (U.O.N;) SET IN CENTER OF BEAM WITH 6" DEEP XX"-X" (MIN.) EPDXY EMBEDMENT INTO EXISTING CONCRETE TIE -BEAM 8" CMU KNOCKOUT/BOND BEAM BLOCK NEW FOUNDATION & BLOCK WALL GROUTED SOLID WITH, (1) #5 REBAR SIMPSON STRONG -TIE ROOF Yz" THICK CEILING RATED GYPSUM (1) #5 DOWEL BAR x 30" LONG WITH 6 DEEP (MIN.) EPDXY EMBEDMENT INTO CONSTRUCTION DIMENSION CONTINUOUS TRUSS CLIP TYPE STC (1 CLIP WALLBOARD SHEATHING (OTHERWISE EXISTING POURED CONC. TIE BEAM 6" 2'-0" TOP OF EXISTING F)OUSE WALL ® 2x4S, 2 CLIPS O 2x6S, 3 NON -RATED %- THICK GYPSUM WALL a a e 4 a e CLIPS ® 2X8S) (NOTE: EQUAL BOARD iS REQUIRED) LAP SPLICE, a ANCHORS MAY BE SUBSTITUTED ) • 2x4 CONT. TOP PLATE (MIN.) I � a a a OR LIGHT GAUGE METAL I Y a FIRE BLOCKING T-TRACK EXISTING POURED o ° cu a d (SEE NOTE #1) WOOD LIGHT GAUGE METAL C-STUD . . ' : CONCRETE TIE BEAM a e 2x4S O 16" O.C. FOR H=10' TO 14' 3 1/2" O 24" O.C. FOR H=8' TO 1O' (ASSUMED 10" MIN. DEEP) 2x4S O 24" O.C. FOR H=8' TO 10' 3 1/2" 0 16" O.C. FOR H=10 TO 14° ATTACH P.T. WOOD STUD 2x6S O 24" O.C. FOR H=10' TO 14' TOP COURSE 8" CMU KNOCKOUT/BOND BEAM EXISTING 8" CMU HOUSE WALL - TO CMU WALL WITH WOOD STUD TO PLATE BLOCK GROUTED SOLID NTH (1) #5 REBAR ( CORNER BLOCK ASSUMED FULLY SEE (NOTE '. PRECAST CONCRETE LINTEL OVER WINDOW Y" X 3" TAPCON AT 2-16d NAILS ® 2x4S EXISTING B" CMU HOUSE WALL CONTINUOUS GROUTED- DETAIL #1) I g" OPENING (SEE LINEL SCHEDULE FOR REBAR 24" O.C. VERT. 3-16d NAILS ® 2x6S REQUIREMENTS) USE .145" DIA P.A.F. "°"— J¢" GYPSUM WALLBOARD SHEATING VERTICAL STEEL CMU WALL REINFORCING WITH # 3 HOOK DOWEL BARS SET EMBED TYP. 016 O.C. TO CONCRETE P.T. 2X SOLE PLATE OR LIGHT GAUGE HOOK ENTERING BOND BEAM (SEE FLOOR PLAN WITW 5" DEEP EPDXY EMBEDMENT INTO EXIST. MASONRY WALL O .., METAL TRACK STUD (SEE NOTE #2) FOR VERT. REBAR LOCATIONS) ® 16 'D..C. 1p p ° r NEW 8" CMU BLOCK WALL WITH #5 VERT. WOOD BASE BOARD MOLDING CONCRETE FLOOR SLAB PER PLAN ] : BARS 0 48" O.0 (AND AS INDICATED ON 4" a° FLOOR PLAN) ALL VERTICAL BARS SHALL BE HOOKED INTO TOP BOND BEAM AND 7 GROUTED SOLID) ° NOTES: PLAN VIEW ELEVATION VIEW 1. PLACE FIRE BLOCKING CONSISTING OF 2x4 SOLID' BLOCKING (OR CODE APPROVED EQUAL) ,BETWEEN ALL STUDS IN ALL INTERIOR PARTITION WALLS EXCEEDING 10'-0" IN HEIGHT. BLOCKING TO BE DETAIL NOTE: PLACED IN A CONTINUOUS ROW AT 8'-0- (+/-) ABOVE FINISHED FLOOR SLAB. 1. EXISTING B" CMU HOUSE WALL CORNER BLOCK IS ASSUMED GROUTED SOLID. CONTRACTOR TO 2. INTERIOR PARTITION WALLS CONSTRUCTED WITH LIGHT GAUGE METAL STUD SHALL BE CONSTRUCTED OVER 2X P.T. WOOD PLATE FASTENED AS NOTED IN THIS DETAIL.VERIFY. SHOULD EXISTING BLOCK CELL BE FOUND HOLLOW, GROUTING MUST BE PERFORMED AT EACH WALL TIE (MIN.), OTHERWISE A DIFFERENT METHOD OF STRUCTURALLY TYING OLD MASONRY 3. ATTACH P.T. 2x4 STUD TO ADJACENT CMU WALLS WITH Y4°x3" TAPCONS AT 24' O.G. VERT. WALL TO NEW MASONRY WALL MUST BE INSTALLED, TYPICAL INTERIOR TON CONNECTION DETAIL (NON -BEARING WALL) - SCALE: 112" = V-V si SCALE: 1"_"-Q" ij�� - ORAFP3NG SERVICES. IOA IAF L C. PROW (772) 237-7942 www.TRHp3URHWA37DRAPfINo.WM r" N N Q in P1 rA w A z A 0 z N A d z v! W ® 4 z tn tn �z o wz NSA Q zxu PO z 0 0 in �x"a u 0 z 0 U li z Z - . V ca W ' M N Z f3MLLLn Lu n N G 'D0 yFN I� ELL NV) IV N gv W Ln N ,t ENS N .660 t �Q, STATE OF b&�Q`�\� Da/ S/®NAL /, SCALE: AS NOTED 70 No: 521-0329 si STUCCO CEMENT FINISH CMU WATER RESISTANT COATING (SEE WATERPROOFING NOTE 1) CORROSION RESISTANT FLASHING — PER WATERPROOFING NOTE #2 APPLY PERIMETER SEALANT CAULK BETWEEN BUCK & WINDOW FRAME (SEE WATERPROOFING NOTE #5) STUCCO CEMENT FINISH CMU WATER RESISTANT COATING (SEE WATERPROOFING NOTE #1) CORROSION RESISTANT FLASHING PER WATERPROOFING NOTE #2 APPLY PERIMETER SEALANT CAULK BETWEEN BUCK & WINDOW FRAME (SEE WATERPROOFING NOTE #5) i FILLED CELL AT JAMB BLOCK (TYP) 4kANCHOR 10 P.T. WOOD F'RRING ALL (3) SIDES CONTINUOUS WOOD TRIM P.T. WOOD BUCK WITH SEALANT PER WATERPROOFING NOTE #4 AND ANCHORED TO MASONRY PER BUCK ATTACHMENT NOTE. SEE WATERPROOFING NOTE #6 DOOR JAMB HEADER TO MASONRY IN STRICT ACCORDANCE WITH MANUFACTURE'S PRODUCT APPROVAL INSTALLATION REQUIREMENTS. WATERPROOFING : 1. PRIOR TO BUCK INSTALLATION TREAT THE MASONRY OPENING WITH A CMU WATER RESISTANT COATING TO EAL', THE WINDOW / DOOR CAVITY TO PREVENT IT FROM ABSORBING WATER. THE CMU WATER RESISTANT COATING SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. THE PPLCATION OF THE CMU WATER RESITANT COATING SHALL INCLUDE THE ENTIRE SURROUND OF THE OPENING (SILLS, JAMBS, HEAD) AND RETURN WALLS OF THE OPENING 8" MINIMUM EACH DIRECTION. ALL 2. I S MU- WATER RESISTANT COATINGS SHALL BE INSTALLED PRIOR TO BUCK INSTALLATIONS. FILLED CELL AT JAMB BLOCK (TYP) LL BUCKS SO THAT THERE ARE NO EDGE GAPS EXCEEDING'1/8" BETWEEN BUCK AND MASONRY. a 3.RIOR TO BUCK INSTALLATION APPLY 3/8" NOMINAL DIAMETER BEAD OF SEALANT BETWEEN THE BUCK a' ND THE MASONRY TO PREVENT THE PASSAGE OF LIQUID BEHIND THE BUCK. COMPLETELY SEAL THE ° NTIRE'END OF THE WOOD BUCKS WITH SEALANT TO RESTRICT THE PASSAGE OF LIQUID THROUGH THE UT ENDS AND THE ENTIRE EXTERIOR FACE AND RETURN SURFACE OF THE BUCK SHALL BE COATED WITH 10 P.T. WOOD FIRRING ALL (3)_SIDES CONTINUOUS LIQUID APPLIED WATER RESISTIVE COATING /SEALANT. e F� 4. ROVIDE PAN FLASHING AT SILL OF WINDOW LOPED IN A MANNER TO DIRECT WATER TO AND THE DOOR OPENINGS. SURFACE OF THE PAN FLASHING SHALL BE SEALED OR EXTERIOR WATER RESISTIVE BARRIER SEE WATER PROOFING NOTE #6 FOR SUBSEQUENT DRAINAGE. INCORPORATE PAN FLASHING AT HEAD AND SILL AS WELL. PAN FLASHING . $HALL BE CORROSION RESISTANT (OPTIONAL NOT REQUIRED IF ITEM #1-3 INSTALLED). P.T. WOOD BUCK WITH SEALANT PER 5. PROVIDE CONTINUOUS 3/8"- BEAD OF SEALANT ON WINDOW / DOOR FRAMES AT ALL PERIMETER ON FRONT WATERPROOFING NOTE #4 AND ANCHORED TO AND BACK SURFACE PRIOR TO WINDOW / DOOR INSTALLATION MASONRY PER BUCK ATTACHMENT NOTE. 6. AFTER WINDOW/ DOOR INSTALLATION PROVIDE FOAM SEALANT BETWEEN THE BUCK (OR PRECAST SILL) NOTE: AND THE WINDOW / DOOR TO ENSURE A WATER RESISTANT INTERIOR AIR SEAL AROUND THE ENTIRE ANCHOR WINDOW FRAME TO MASONRY IN STRICT PERIMETER. WINDOW FRAME SHOULD BE COMPLETLY SEATED ACCORDANCE WITH MANUFACTURE'S PRODUCT ON THE BUCK. IN NO INSTANCE SHALL THE APPROVAL INSTALLATION REQUIREMENTS. FRAME OVERHANG THE BUCK NOTE: CONTINUOUS FOAM INTERIOR AIR AND WATER SEALANT PER WATERPROOFING NOTE #6 MARBLE SILL MORTAR OR GROUT 1z" DRYWALL RH :R AND JAMBS P. BUCK DETAIL WINDOW AND DOOR FENESTRATIONS IN ACCORDANCE WITH FBC R703.4 (1.2) AS PER DETAILS PROVIDED BUCKS. • FOR WINDOWS, SGD, AND SWING DOORS USE 2X4, 2X6, 2X8, 1X6, 1X8, DOUBLE 1X6, OR DOUBLE 1X81S -- SCALE: N.T.S. ACCEPTABLE. • ALL BUCKS MUST BE PRESSURE TREATED. • ALL BUCKS MUST COVER ENTIRE DEPTH OF THE DOOR/WINDOW JAMB. ,,--FASTENERS AS REQUIRED BY WINDOW MANUFACTURER BUCK ATTACHMENT: � CORROSION RESISTANT FLASHING PER WATERPROOFING FOR 1 X BUCKS ATTACH TO CMU WALL WITH: NOTE #2 1 '1/2" LONG CASE HARDENED COIL NAILS AT 4" FROM ENDS AND 12" O.C. CAULK SEAM AT WINDOW INSTALLATION I 0 (SEE WATERPROOFING NOTE #5) 3/16" X 1 1/2" TAPCONS AT 4" FROM ENDS AND 12" O.C. _CMU WATER RESISTANT COATING OR (SEE WATERPROOFING NOTE #1) 1/4" X 1 1/2" TAPCONS AT 4" FROM ENDS AND 12" O.C. —SET SILL IN FULL MORTAR BED • FOR 2 X BUCKS ATTACH TO CMU WALL WITH: —STUCCO OR DECORATIVE CEMENTITIOUS COATING 21/4" LONG CASE HARDENED COIL, NAILS AT 4" FROM ENDS AND 12"'i O.C., OR 3/16" X 2 1/4" TAPCONS AT 4" FROM ENDS AND 12" D.C. 8" C.M.U. OR 1/4" X 2 1/4" TAPCONS AT 4" FROM ENDS AND 12" O.C. `— 3a" FURRING TO MASONRY WALL FOR DOUBLE 1 X BUCKS ATTACH FIRST COURS TO CMU WALL WITH: 1 '1/2" LONG CASE HARDENED COIL NAILS AT 4" FROM ENDS AND 12", O.C. OR 3/16" X 1. 1/2" TAPCONS AT 4" FROM ENDS AND 12" O.C. OR PRECAST CONCRETE WIND RESISTANT FLUSH 1/4" X 1 1/2" TAPCONS AT 4" FROM ENDS AND 12" O.C. SILL AS MANUFACTURERD BY CAST-CRETE ATTACH SECOND COURS TO CMU WALL THRU FIRST COURSE WITH: (OR EQUAL) 2',1/4" LONG CASE HARDENED COIL NAILS AT 4" FROM ENDS AND 12" O.C. OR 3/16" X 2 1/4" TAPCONS AT 4" FROM ENDS AND 12" O.C. OR :RETE WINDOW ILL DETAIL 1/4" X 2 1/4" TAPCONS AT 4" FROM ENDS AND 12" O.C. SCALE: N.T.S. REVIEWED • r • !.. COMPLIANCE Bocc FILE, CUPS DRAEMWO S)RRVICRS IO SAPP' E, — C PHONE: (772) 2374942 W W W.TPILASUPJMOASTDRAFLE Mm N m >4 A � RJ 0.1 Q 0 z o v! Q G z N rrI"1 Vl O U Ei ••0 MW A � �+ �Owa W z N U O A �z x z 0 U tJ ®z 0 J goV_ m o' (� w{Vy M N Z ( y LL m w �o 0 CC N o 1u) w V m V 1LL ~-5 , ad " U) v F. V N, W N a 0 n / \�i�1Wlllli/ f EN * N .6 0 STATE Date%s/®NAL SCALE: AS NOTED JOB No: 521-0329 S2 EXISTING HOUSE PROPOSED MECHANICAL PLAN SCALE: 1/4" = V-0" REVIEWED FOR CODE COMPLIANCE ST. ILUCIE COUNTY BOCC FILE, CO' N O NN Q Q Q u Q z� �A Q 0 z z a U z w x z o U W z "M W �Qo�lw ~�Aa� 0 wZ�4a u N r�1�w�e W�Aa� "O x°0�z II-rT-I-II o o Z x A W 0 0 a Ns. No66'0 l ATE Q Date: SCALE: 1/4" = V-0" JOB No: 521-0329 M1 a m R N tn a A rA ®A v� W� a z ICI r_ U " d' H�Qm� z WO��' " Q� > " �wa x. A �1 0 Date: SCALE: 1/4" = P-O" JOB No: 521-0329