Loading...
HomeMy WebLinkAboutFLOOR PLANSCALE: 1/8" = V-0" - EXISTING MASONRY 1' 4 WALL 3'-9" HIGH 9' f � EXISTING ------ -- SCREEN EXISTING COLUMN EXISTING COLUMN DOOR j I EXISTING REAR PORCH EXISTING 198 SQ FT 11' EXISTING MASONRY WALL 3'-9" HIGH I EXISTING 3050 EXISTING LIVING AREA WINDOW EXISTING REAR PORCH -PLAN SCALE: 1/4" = V-0" ALL WOOD -FRAMING MEMBERS RESTING ON CONCRETE OR MASONRY SHALL BE PRESSURE TREATING WITH FASTENERS OF HOT -DIPPED ZINC COATED GALVANIZED STEEL OR STAINLESS STEEL. PROTECTION FROM DECAY SHALL BE REQUIRED PER FBC R-319.1. TX3' PAVERS OR PROPOSED WOOD 4" CONCRETE FRAME OVER SLAB EXISTING T-9" 18' MASONRY WAL--_ ___ -.-_--- ___-_ REAR NICHE- NICHE- 1'-4" 2' SIDE - --- - - - 5'-6' , PROPOSED DOUBLE 11' 3030 WINDOWS W/ MULLION PROPOSED LIVING AREA i, EXISTING 198 SQ FT EXISTING LIVING AREA EXISTING 5068 SGD PRODUCT APPROVAL SUBMITTAL AFFIDAVIT ALL INSTALLATIONS SHALL FOLLOW THE PRODUCT APPROVALS PRODUCT GLASS PRODUCT DESIGN BUILDING DESIGN ATTACHMENT METHOD OPENING ID PRODUCT MANUFACTURER MODEL # APPROVAL DESCRIPTION PRESSURE PRESSURE PSF TYPE, SIZE, SPACING & EMBEDMENT #10 WOOD SCREWS EMBEDDED 1 1/2" (3/4 EDGE DISTANCE) INTO WOOD BUCK @ 6" MAX. WINDOWS PVC SH MI WINDOW & DOORS 185 SH FL# 17499.1 IMPACT +55 / -55 +37.8 -50.3 FROM ALL CORNERS & 16.75" O.C. ON THE SIDES W/ THE TOP & BOTTOM W/ (1) #10 IN CENTER OF TOP & BOTTOM MULLIONS VERITCAL MULLION MI WINDOWS & VERTICAL ALUMINUM FL# 15353.2 IMPACT +120/ -120 +37.8 -41.0 (4) #10 WOOD SCREWS EMBEDDED 1 3/8" MIN. INTO WOOD BUCK @ 6" MAX. TOP & BOTTOM DOORS MULLION REAR EXTERIOR FIBERGLASS SWINGING PLASTPRO INC./ SERIES N FIBERGLASS FL# 17184.1 IMPACT +50.0/ -50.0 #10 X 2 1/2" PFH WOOD SCREWS EMBEDDED 1.15" MIN. INTO WOOD BUCK @ 6" MAX. FROM & 14" MAX. ON ADD X 1/4" PFJ DEWALT iTW DOOR DOOR NANYA PLASTICS DOOR +36.0 -39.3 CORNERS SIDES. 1/4" 3 OR CONCREW SCREWS IN THESHOLD 6" FROM ENDS WOOD BUCK ON MASONRY OPENING NOTES WINDOWS 2" X 4" P.T. WINDOW BUCKS SHALL BE ATTACHED TO THE MASONRY WALL WITH 3/16" DIA. X 3 3/4" TAPCONS AT 12" O.C. & 6" FROM ENDS ON THE TOP OF THE OPENING. 1X BUCKS MAY BE USED ONLY W/ 3/16" DIA. 2 1/4" TAPCONS @ 12" O.C. PENETRATING 1 1/2" MIN. INTO THE MASONRY BONDBEAM. DOORS - 2X DOOR BUCKS SHALL BE ATTACHED WITH 3/16" TAPCON ANCHORS @ 16" O.C. & 6" FROM THE ENDS, PENETRATING 1 1/2" MIN. INTO THE MASONRY BOND BEAM 1X BUCKS MAY BE USED ONLY W/ 3/16" DIA. TAPCONS @ 16" O.C. PENETRATING 1 1/2" MIN. INTO THE MASONRY BOND BEAM BUCK ATTACHMENT OPTION (DOORS) THROUGH THE DOOR JAMB INTO THE MASONRY WALL W/ 3/16" DIA. TAPCONS PENETRATING 1 1/2" MIN. INTO THE MASONRY. A SE AL ALL TYVEE K. JOINTS AND PENETRATIONS WITH APPROVED TAP (ex. DUPONT CONTRACTOR TAPE). -FASTEN TYVEK,• TO SHEATHING WITH LARGE HEAD NAILS OR USE NAILS WITH LARGE PLASTIC WASHER HEADS.(ex. DUPONT WRAPCAPS) .LOCAL LAWS, ZONING, AND BUILDING CODES VARY AND THEREFORE GOVERNS OVER MATERIAL SELECTION AND DETAILING SHOWN BELOW. TYPICAL WALL WOOD SIDING WOOD FURRING TYVEKS HOMEWRAPS HEATHING WOOD STUDS R-19 BATT INSULATION VAPOR RETARDER 1/2" GYPSUM BOARD MINIMALLY EXPANDING POLYURETHANE FOAM OR .INSTALL TYVEK FLEXWRAP• APPROVED CAULKING OVER MOUNTING FLANGE. LAP (AROUND WINDOW RSO) TYVEK,� & TAPE JOINTS. WINDOW WITH INTEGRAL MOUNTIN FLANGE WINDOW HEAD DETAIL WAMt SIRUCIUREw WOOD NG CLIMATE) A '•SEAL ALL TYVEK. JOINTS AND PENETRATIONS WITH APPROVED TAPE. (ex. DUPONT CONTRACTOR TAPE). -FASTEN TYVEK® TO SHEATHING WITH LARGE HEAD NAILS OR USE NAILS WITH LARGE PLASTIC WASHER HEADS.(.. DUPONT WRAPCAPS) -LOCAL LAWS, ZONING, AND BUILDING CODES VARY AND THEREFORE GOVERNS OVER MATERIAL SELECTION AND DETAIUNG SHOWN BELOW. WINDOW WITH INTEGRAL MOUNTING CAULKING FLANGE MINIMALLY EXPANDING - TYPICAL WALL POLYURETHANE FOAM OR WOOD SIDING APPROVED CAULK WOOD FURRING (AROUND WINDOW RSO) TYVEK= HOMEWRAP-- HEATHING WOOD STUDS WRAP TYV77C® INTO w/ R-19 BATT INSULATION OPENING (JAMBS & SILL) VAPOR RETARDER & TAPE (ESP. O CORNERS) " GYPSUM BOARD USING TAKS FLEXWRAPT. 1/2 LAP & TAPE TYVEKS AT JOINTS (UPPER SHEET OVER LOWER SHEET) o FASTEN TYVEKFLEXWRAP,° CORNER USING MECHANICAL FASTENER INSTALL TYVEK.FLEXWRAP- AROUND PERIMETER OF OPENING o� WINDOWSILL DETAIL KLbIL&NIIAAM TORE w WOOD B CL MA ) 2X4 STUD ATTACHED TO 2X8 STUD ON JUMBOTEX WEATHER BARRIER MAY BE USED EACH SIDE OF INPLACE OF TYVEK. OPENING W/ 166 NICHE NAILS 8" O.C. 16' MAX. NICHE DETAIL PROPOSED 2X8 STUDS@ 16" O.C. W/ (4) 10d NAILS SCALE 1/2" = 1' 0" TOENAILED TOP & BOTTOM ��-2X4 STUD ATTACHED TO 2X8 STUD ON EACH rrl'1C /lC 11 f1Cf-h- IA„ -A AIATI r pu / ! 11111111111111 L 2X8 PT ATTACHED TC1THE PERIMETER OF THE OPENING 1/4" X 3 1/2" TAPCONS @ 12" Q.C. STAGGERED w x U 2 EXISTING MASONRY WALL T-9" HIGH `-EXISTING MASONRY WALL 3'-9" HIGH TYPICAL NICHE FRAMING DETAIL SCALE 1/4" = 1' 0" R30 BAT INSULATION EXISTING TRUSSES -\ EXISTING BOND BEAM WINDOW OR DOOR ELASTOMERIC PAINTED STUCCO OVER GALV LATHE, PAPER BACK OVER JUMBOTEX WEATHER BARRIER. CUT EXISTING STUCCO BACK TO ATTACH LATHE EXISTING STUCCO 1/2" DRYWALL W/ FURRING VAPOR SHIELD REFLECTIVE INSULATION ACHIEVES AN R-4.2 ON 3/4" FURRING EXISTING CONCRETE TO REMAIN TYPICAL WALL SECTION WALL ZONES GENERAL DESIGN NOTES 1. THE DESIGN & CONSTRUCTION OF THIS STRUCTURE SHALL FULLY COMPLY WITH THE SEVENTH EDITION OF THE (2020) FLORIDA BUILDING CODE, AC1318-19, NCMA, NATIONAL FOREST PRODUCT ASSOC., NDS, ANSI/TPI 1-2014 AND ANY OTHER NATIONALLY RECOGNIZED ORGANIZATIONS THAT GOVERN THIS BODY OF WORK. Q 0 0 5 w©©o©IIMI z Lno Lo - (n �J N -j I'I W W �M LLJ J n I o- LLJ(n L UZ GENERAL CONSTRUCTION NOTES: ~ 1. THE SITE ADDRESS OR NUMBERS SHALL BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. 2. WEATHERING AREA IS NEGLIGIBLE. TERMITE AREA IS VERY HEAVY. PROTECTION FROM TERMITES SHALL BE PROVIDED BY REGISTERED TERMITICIDES. 0 3. HEATING IS REQUIRED FOR THIS STRUCTURE. 4. ACCESSIBILITY DOORS SHALL HAVE A 29" MIN. CLEARANCE. AT LEAST ONE BATHROOM SHALL HAVE A MINIMUM OF A 29" CLEAR OPENING. N 5. ALL EXIST DOORS SHALL HAVE A LIGHT W/ A FLAT 36" X 36" LANDING. r n 6. INSULATION MATERIALS SHALL HAVE A FLAME SPREAD NOT TO EXCEED 25 WITH AN ACCOMPANYING SMOKE -DEVELOPMENT INDEX NOT TO EXCEED 450 WHEN TESTED IN ACCORDANCE WITH V 1 ASTM E84. ALL EXPOSED ATTIC INSULATION MATERIALS INSTALLED ON ATTIC FLOORS SHALL HAVE A CRITICAL RADIANT FLUX (IN ACCORDANCE WITH ASTM E 970) NOT LESS THAN 0.12 WATT PER > Q SQUARE CENTIMETER. m 0 7. A VAPOR RETARDER SHALL BE INSTALLED IN THE WARM WINTER SIDE OF THE INSULATION. SHOULD BLOWN INSULATION BE USED IN THE ATTIC, A VAPOR RETARDER MUST BE USED. - 8. ALL GYPSUM BOARD MATERIALS AND ACCESSORIES SHALL CONFORM TO ASTM C36, C79, C 475, C514, C630, C931, C960, C1002, C1047, C1177, C1178, C1278, C1395 OR C1396 AND � SHALL IN INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF SECTION 702.3 OF THE CURRENT FLORIDA RESIDENTIAL BUILDING CODE. ADHESIVES FOR THE INSTALLATION OF GYPSUM BOARD � O SHALL CONFORM TO ASTM C557. > 9. WALL AND CEILING FINISHES SHALL HAVE A FLAME -SPREAD CLASSIFICATION OF NOT GREATER THAN 200 AND HAVE A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450. 10. CERAMIC TILE SURFACES SHALL BE INSTALLED IN ACCORDANCE WITH ANSI A108.1, A108.4, A108.5, A108.6, A108,11, A118.1, A118.3, A136.1 AND A137.1. WALL TILE SHALL HAVE EITHER CEMENT, FIBER -CEMENT OR GLASS MAT GYPSUM BACKERS IN COMPLIANCE WITH ASTM C1288, C135 OR C1178 AND INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS SHALL z U BE USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS AND WALL PANELS IN SHOWER AREAS. N Q Q 11. NO SCREWS SHALL BE USED IN THE PLYWOOD SHEATHING OR WOOD MEMBERS OR ANY SIMPSON PRODUCTS UNLESS SPECIFIED IN THESE PLANS OR FROM THE MANUFACTURER. O 0 LLJ rq z m N z Z N O LLJ \ 2 o T- cn 2. THESE PLANS WERE DESIGNED FOR THE CONTRACTOR/OWNER TO BE PERMITTED AT THE LOCAL AGENCY (BUILDING DEPARTMENT AND SHOULD BE FOLLOWED AS INSTRUCTED. CONTRACTOR � U) Q SHALL VERIFY ALL DIMENSIONS, ROOF PITCH, ELEVATIONS, SIZES AND LOCATION OF WALL OPENINGS, COLUMNS AND SLAB FINISHES WITH THE CONSTRUCTION PLANS BEFORE COMMENCING CONSTRUCTION. IF THE CONTRACTOR OBSERVES THAT THE DRAWINGS AND SPECIFICATIOPIS ARE AT VARIANCE OR HAVE DISCREPANCIES, HE SHALL PROMPTLY NOTIFY THE ENGINEER IN WRITING, zo AND ANY NECESSARY CHANGES THAT SHALL BE ADJUSTED AS PROVIDED FOR CHANGES IN THE WORK. 3. THE CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES AND REGULATIONS BEARING ON THE CONDUCT OF THE WORK AS DRAWN AND SPECIFIED QLU o AND SHALL BE PERMITTED AT THE LOCAL OFFICE, COUNTY OR CITY. THE RESULT OF NOT OBTAINING A BUILDING PERMIT FOR THE DESIGN OF THESE PLANS SHALL RELEASE ALL RESPONSIBILITY Z Z Y Li FOR THIS PROJECT FROM THE ENGINEER OF RECORD. CONTACTOR IS RESPONSIBLE FOR A FINAL CERTIFICATE OF OCCUPANCY FOR THIS PROJECT. IF THE CONTRACTOR PERFORMS ANY WORK o 3 v w KNOWING IT TO BE CONTRARY TO SUCH LAWS, ORDINANCES, RULES AND RUGULATIONS, AND WITHOUT SUCH NOTICE TO THE ENGINEER, HE SHALL BEAR ALL COSTS ARISING THEREFROM. z Li = Q 4. DO NOT SCALE DRAWINGS. 0 0 0 o DESIGN PARAMETERS FOR WIND LOAD COMPLIANCE M ~ M LLJ 1. FLORIDA BUILDING CODE 7TH EDITION (2020) FLORIDA EXISTING BUILDING CODE 7TH EDITION (2020) z 2. BUILDING CATEGORY IV r l 3. BUILDING RISK CATEGORY II �J 4. BUILDING DESIGN IS ENCLOSED; INTERNAL PRESSURE COEFFICIENT +/- 0.18 5. SEE COMPONENT & CLADDING NOMINAL PRESSURE CHART: ASCE 7-16 FOR; WIND EXPOSURE CLASSIFICATION, MEAN ROOF HEIGHT, ROOF PITCH, WIND SPEED, WIDTH OF END ZONE A, COMPONENT & CLADDING ULTIMATE WIND PRESSURE ON ROOF, WALL AND SOFFITS. (COMPONENT & CLADDING DETAILED). 6. LOADS: FLOOR 40 PSF; ROOF/DEAD 17 PSF; ROOF/LIVE 20 PSF; WALL 61 PSF 7. MINIMUM SOIL BEARING PRESSURE IS 2000 PSF ASSUMED 8. SHEAR WALLS WERE CONSIDERED 9. A CONTINUOUS LOAD PATH WAS PROVIDED COMPONENT & CLADDING NOMINAL PRESSURES: ASCE 7-16 (170 MPH Vult) (132 MPH Vasd) EXP. 'C' GABLE ROOF SLOPE: >200 TO 270 (4 1/2" TO 6" PITCH) HEIGHT: <15' ADJUSTMENT FACTOR: 1.21 EFFECTIVE AREA (SQ. FT.) ZONE 0<10 11<20 21<50 51<100 -1 4 +37.8 -41.0 +36.0 -39.3 +33.9 -37.1 +32.1 -35.3 a 3 5 +37.8 -50.3 +36.0 -47.2 +33.9 -42.7 +32.1 -39.3 (2) 2X8 PT JACKS. SCALE 1/2" = 1' 0" O ATTACH TO MASONRY - ry WALL W/ 1/4" X 3 1/2" STUCCO INSTALLATION INFORMATION ACCESSORIES I� TAPCONS @ 12" O.C. 7.11.1 METAL ACCESSORIES COMPLETELY EMBEDDED IN STUCCO (� > STAGGERED. ATTACH 7.11.1.1 FLANGES SECURED MAX. 7 INCH O.C. 2ND JACK W/ 10d FBC BUILDING 2510 AND 2512 7.11.3 CASING BEADS NAILS 12" O.C. X FBC RESIDENTIAL 703.6 AND 704 ISO ATE NON- BEARING MEMBERS FROM LOAD BEARING MEMBERS STAGGERED ASTM C926 -19AE1 (2019) ALL PENETRATING ELEMENTS SEPARATE DISSIMILAR MATERIALS ASTM C1063 -19A (2019) 7.11.4 CONTROL JOINTS 3068 - EXISTING MASONRY CMU SOLID BASE - LATH AND ACCESSORY INSPECTION REQUIRED CEILINGS, SOFFITS, ENTRIES, GABLES, PENETRATIONS, OPENINGS, DISSIMILAR MATERIALS, ETC SINGLE PREFABRICATED PRODUCT OR TWO PIECE EXPANSION JOINT PROPERLY INSTALLED BACK TO BACK CASING BEADS W/ RO WALL FLEXIBLE BARRIER MEMBRANE BEHIND C926 A2.1.4 DISSIMILAR MATERIAL - V-JOINT IN LIEU OF CASING BEAD CASING BEADS, 1/8 INCH SEPARATION EXISTING MASONRY STUCCO ABUTS - WOOD OR METAL DOOR AND WINDOW FRAMES SPACE - BAKER ROD AND CAULK _ WALL 3'-9" HIGH THREE COAT - THROUGH SECOND AND FIRST COAT - Yz INCH V-JOINT TWO COAT - THROUGH FINISH COAT -- 1/8 INCH V-JOINT 7.11.4.1 WALLS -DELINEATE AREAS MAX. 144 SQFT CEILINGS MAX. 100 SQFT ATTACH 2X8 PT JACK TO T-9" MASONRY WALL W/ 1/4" X 3 1/2° ATTACH TOP OF 2X8 PT JACK TO V-JOINT MUST BE UNIFORM DEPTH AND WIDTH - 7.11.4.2 DISTANCE BETWEEN CONTROL JOINTS MAX. 18 FT EITHER DIRECTION OR LENGTH TO WIDTH RATIO 2 1/2 TO 1 2X8 PT TOP BUCK W/ SIMPSON H2O (18 FT LONG AND 4 FT HIGH = 18/4=4.5 RATIO LONG SIDE: SHORT SIDE RATIO, WHICH MEANS IT EXCEEDS THE 2 1/2:1 TAPCONS @ 12" O.C. STAGGERED. W/ (10) 0.131X 1 1/2" PLYWOOD SHEETS RATIO, 18 FT LENGTH IS TOO LONG FOR THE I ' .ATTACH 2ND JACK W/ 10d NAILS ENDS AND SIDES ES 1/8 INCH GAP BETWEEN ADJOINING FOR EXPANSION C1063 TABLE 3 NOTE A - PLYWOOD REQUIRES () 4 FL HEIGHT BETWEEN CONTROL JOINTS) � W 12" O.C. STAGGERED FASTENERS - ASTM C1063 NAIL SIZE AND TYPE- (NO DOUBLE NAILING IN LIEU OF COMPLIANCE) CONTROL JOINTS IN CEILINGS - FRAMING CHANGES DIRECTION 7.11.5 DOOR B U C k; DETAIL 6.7.1 NAILS - METAL LATH TO WOOD 0.01205 INCH - 11 GAUGE W/ 7/16 INCH HEAD, BARBED, GALVANIZED ROOFING NAILS OR FOUNDATION WEEP SCREED O GALVANIZED COMMON NAILS BOTTOM OF ALL STEEL OR WOOD FRAMED EXTERIOR WALLS BOTTOM EDGE MIN. 1 INCH BELOW JOINT, NOSE OF SCREED MIN. 4 INCH (FBCR 6 INCH MORE STRINGENT) ABOVE GRADE OR O SCALE 1/2" = V O" 6.7.1.1 NAILS - LATH TO SOLID SUBSTRATES 3/4 INCH LONG 2 INCH ABOVE PAVED SURFACES 6.7.2 SCREWS - LATH 7/16 INCH PAN WAFER HEAD 0.120 INCH DIA. SHANK 1 INCH BELOW JOINT APPLIES TO MID WALL WEEP SCREED AS WELL EXISTING MASONRY WEATHER RESISTIVE BARRIER AND LATH SHALL ENTIRELY COVER THE VERTICAL FLANGE BONDBEAM 7.10.2 LATH TO WOOD FRAMING FBCR 704 REQUIRES MIN. 6 INCH BETWEEN EXTERIOR WALL COVERING AND GRADE - STEEL, WOOD OR CMU 7.10.2.1 LATH TO WOOD 7 INCH O.C. MAXIMUM (TOO TIGHT OF SPACING WILL EFFECT STUCCO ENCAPSULATION) EXCEPTION #1 PAINT OR DECORATIVE CLEMENTIUS FINISH DCF (JUST FOR COSMETICS) LESS THAN 5/8 INCH THICK 7.10.2.2 DIAMOND -MESH EXPANDED LATH, FLAT -RIB EXPANDED LATH, WIRE LATH, HORIZONTAL FRAMING MEMBERS 1 1/2 INCH CMU - SOLID BASE - CAN BE TERMINATED WITH A J CHANNEL OR CUT IT IS JUST A TERMINATION POINT @ NICHE USE 2X4 STUDS- -"",ROOFING NAILS VERTICAL FRAMING MEMBERS 6d NOTE: OPTIONAL ACCEPTABLE METHOD FOR STUCCO BELOW GRADE 2X8 PT ATTACHED TO THE COMMON NAILS, 1 INCH ROOFING NAILS - PENETRATION 3/4 INCH, 1 INCH ROOFING NAILS - 3/4 INCH CROWN - ENGAGE MIN. 3 1. LESS THAN 5/8 INCH STUCCO CAN EXTEND BELOW GRADE IF THE SOLID SMOOTH OR NON -ABSORBENT SURFACE PERIMETER OF THE OPENING STRANDS -PENETRATE MEMBER 3/4 INCH 7.10.2.3 EXPANDED 3/8 INCH RIB LATH (CAST -IN -PLACE OR PRECAST TYP. R13 INSULATION 1/4" X 3 1/2" TAPCONS @ 12" HORIZONTAL AND VERTICAL FRAMING MEMBERS NAILS OR STAPLES CONCRETE) I.E. FOOTING, IS PREPARED AS INDICATED IN ASTM C926 SECTION 5.2.2. THIS AREA OF THE FOOTINGn/ MUST BE PREPARED IN ORDER TO ALL NAILS SHALL BE HOT O.C. STAGGERED HORIZONTAL - 1 3/4 INCH PENETRATION = 2 INCH LONG NAILS OR STAPLES PROVIDE THE PROPER REQUIRED SUCTION. SOLID CMU SURFACES BELOW GRADE (SUCH AS STEM WALL) MUST BE O DIPPED GALVANIZED OR PROPOSED 2X8 STUDS@ VERTICAL 3/4 INCH PENETRATION = 1 INCH NAILS OR STAPLES THOROUGHLY CLEANED/PREPARED PRIOR I BETTER. 16" O.C. W/ (4) 10d NAILS 7.10.2.4 COMMON NAILS - BENT OVER ENGAGE MIN. 3 STRANDS OR BENT OVER RIB TO STUCCO APPLICATION. , L� TOENAILED TOP & BOTTOM 7.10.2.5 SCREWS: HORIZONTAL AND VERTICAL - 5/8 INCH PENETRATION - ENGAGE MIN. 3 STRANDS (EQUALS 1 INCH LONG ACCESSORY END JOINTS AND INTERSECTIONS MUST BE EMBEDDED IN SEALANT (CAULKING) LLJ PAINTED SCREWS) 3/8 INCH RIB LATH - SCREW PASS THROUGH RIB BUT NOT DEFORM RIB LATH MUST NOT BURN THE ACCESSORIES -CUT SHORT FOR EMBEDMENT/LATH COVERAGE 7.10.3 LATH TO METAL FRAMING DO NOT CAULK CONTROL JOINTS -J STUCCO OVER GALV LATHE, L 7.10.3.1 18 GAUGE WIRE TIES, CLIPS OR OTHER CARRYING STRENGTH, CORROSION RESISTANT VERTICAL CONTROL JOINT MUST BE CONTINUOUS THROUGH HORIZONTAL CONTROL JOINT z (n PAPER BACK OVER JUMBOTEX 7.10.3.3 SCREWS: 3/8 INCH THROUGH FRAMING MEMBER - ENGAGE MIN. 3 STRANDS 3/8 INCH RIB LATH - THROUGH RIB DO NOT BACKER ROD REQUIRED NOT JUST CAULKING w U) WEATHER BARRIER OVER 1/2 - 2X8 PT ATTACHED TO THE DEFORM RIB O Q J CDX ATTACHED W/ 8d NAILS 7.10.5 LATH TO SOLID BASE - CONCRETE - MASONRY ASTM C926 W LL 4" O.C. ON THE SEAMS & 6" PERIMETER OF THE OPENING POWER OR POWDER ACTUATED, COMBO POWER ACTUATED AND HARDENED CONCRETE STUB NAILS 4.6 WATER -MUST BE POTABLE, SUITABLE FOR DOMESTIC CONSUMPTION (/) LLJ O.C. IN THE FLIED. CUT 1/4" X 3 1/2" TAPCONS @ 12" COMBO - ONE POWER OR POWDER ACTUATED AT EACH CORNER AND ONE AT MID -POINT OF THE LONG DIMENSION, BALANCE CAN 5.2 SOLID BASES. REMOVE FORM TIES OR OTHER OBSTRUCTIONS- TRIMMED BACK 0 0 EXISTING STUCCO BACK TO O.C. STAGGERED BE HARDENED CONCRETE STUB NAILS 5.2.1 SOLID SURFACES SHALL HAVE SUCTION ABILITY TO ABSORB WATER) ( �1��1 LL O w ATTACH LATHE EXISTING ROWS 16 INCH MAXIMUM O.C. - 7 INCH MAXIMUM O.C. SPACING, CORROSION RESISTANT 3/4 INCH LONG MINIMUM 3/8 INCH HEADS 5.2.2 SMOOTH OR NON -ABSORBENT SURFACES (SUCH AS CAST -IN -PLACE OR PRECAST CONCRETE) SHALL BE PREPARED TO � O � EXISTING MASONRY 7,9 SPACING OF ATTACHMENT OF LATH RECEIVE STUCCO BY ONE OF THE FOLLOWING � WALL 3'-9" HIGH ATTACH AT 7 INCH MAXIMUM O.C. DIAMOND MESH, FLAT RIB OF SPACING WILL EFFECT STUCCO ENCAPSULATION) W/ METHODS: r 1 v a_ 0 - (TIGHT 5.2.2.1 :';ANDBLASTING, WIRE BRUSHING, ACID /� ��11 V / Oi TYPICAL WALL FRAME FILL-IN SECTION 3/8 INCH RIB LATH AT EACH RIB LAPS 5.2.2.2 DASH COAT S ((o 5.2.2.3 BONDING COMPOUND/AGENT $ L ---I N SCALE 1/2" = 1' 0" LAPPING LATH 7 8 1 SIDE LAPS - SECURED TO FRAMING MEMBERS - TIED BETWEEN SUPPORTS W/ 0 0475 WIRE AT 9 INCH 0 C 5.2.3 LATH- -PER C1063� f AUG 2 6 EXISTING LIVING AREA EXISTING ROOF TO REMAIN EXISTING MASONRY BONDBEAM EXISTING 5068SGD --- -- -i ® ® PROPOSED WOOD PROPOSED WOOD FRAME FRAME EXISTING MASONRY COLUMN i1wEXISTING MASONRY EXISTING EXISTING MASONRY COLUMN EXISTING LIVING AREA 3050 WINDOW +36.0 39.3 COLUMN EXISTING MASONRY EXISTING MASONRY PROPOSED LIVING AREA PLAN WALL T-9" HIGH WALL 3'-9" HIGH REAR ELEVATION SCALE: 1/4"= V-0" SCALE: 1/4" = V-0" 7.1.4 SEPARATION SHALL BE PROVIDED WHERE STUCCO ABUTS DISSIMILAR MATERIALS OR OPENI [ST. 7.8.2 METAL LATH SIDE LAPS - 1/z INCH (NOT MAX OR MIN, TOO MUCH LAP EFFECTS STUCCO ENCAPSULATION) OR NEST THE EDGE 7.1.10 STUCCO COATS THAT BECOME DRY SHALL BE EVENLY DAMPENED C) RIBS STUCCO TO LATH Lucie C0untY, Permit , 1 EXISTING ROOF TO REMAIN METAL LATH - END LAPS 1 INCH 7.2 THREE COAT - 7/8 INCH TOTAL THICKNESS - 3/8 + 3/8 + 1/8--- - EXISTING MASONRY END LAPS BETWEEN FRAMING MEMBERS LACED OR WIRE TIED 0.0475 INCH GALVANIZED, ANNEALED STEEL WIRE 7.2.1 FIRST (SCRATCH) COAT 3/8 INCH THICK MUST EMBED LATH, SCORE SURFACE PROPER TOOL FOR BOTH APPLYING STUCCO BONDBEAM WIRE LATH - LAPPED ONE MESH AT SIDES AND ENDS AND SCRATCHING 7.8.3 PAPERBACK LATH - VERTICAL AND HORIZONTAL LAPS BACKING TO BACKING AND METAL TO METAL 7.2.1.1 FIRST (SCRATCH) COAT BECOMES FIRM - SCORE SURFACE HORIZONTALLY 7.8.3.1 BACKING LAPPED MIN. 2 INCH. BACKING SHALL NOT BE PLACED BETWEEN PLASTER BASE (LATH) AND FLANGES OF 7.2.1.2 FIRST COAT SUFFICIENTLY RIGID (FINGER PRINT) - ACCESSORIES, METAL LATH TO METAL FLANGE 7.2.2 SECOND (BROWN) COAT INCH THICK PROPOSED WOOD CONTACT REQUIRED 7.2.2.1 SECOND (BROWN) COATT - -BROUGHT TRUE ROD OR STRAIGHTEDGE FRAME 7.2.3 THIRD (FINISH) COAT 1/8 INCH THICK SCOPE OF WORK: APPLICATION STUCCO TO SOLID BASES PROPOSED DOUBLE 7.10.1.1 SPACING FRAMING MEMBERS- TYPICAL i,;,..... 7.3.1 HIGH SUCTION BASES: EVENLY DAMPENED EXISTING REAR SCREEN PORCH 3030 WINDOWS LATH - WALLS 24 INCH O.C. CEILINGS 12 INCH O.C. 7.3.2 THREE COAT - 5/8 INCH TOTAL THICKNESS - 1/4 + 1/4 + 1/8s SHALL BE ENCLOSED TO LIVIP� n • y� - - -- -- -- - -- -- -- J -- -- - FLAT RIB - WALLS 16 INCH O.C. CEILINGS 16 INCH O.C. 7.3.2.1 FIRST (SCRATCH) COAT 1/4 INCH: BECOMES FIRM SCORE HORIZONTALLY .10 V +37.8 -41.0 +37.8 -50.3 3/8 INCH RIB LATH - WALLS 24 INCH O.C. CEILINGS 24 INCH O.C. 7.3.2.2 SECOND (BROWN) COAT 1/4 INCH: EVEN PLANE ROD OR STRAIGHTEDGE AREA +37.8 -41.0 7 INCH O.C. FRAMING MEMBER, 3/8 INCH RIB LATH AT THE RIB 7.3.2.3 THIRD (FINISH) COAT 1/8 INCH O 7.10.1.2 LATH LONG DIMENSION PERPENDICULAR TO SUPPORTS -- ' 7.3.3 TWO COAT 1/2 INCH TOTAL THICKNESS - 3/8 + 1/8 7.10.1.3 LATH ENDS SHALL BE STAGGERED TODCOW/ TRIM : � 7.10.1.4 LATH SHALL NOT BE CONTINUOUS THROUGH CONTROL JOINTS BUT SHALL BE STOPPED AND TIED AT EACH SIDE C926 A1.6.1 MORTAR JOINTS SHALL BE FLUSH NOT STRUCK. DISSIMILAR MATERIALS SUCH AS TIES, REINFORCING STEEL AND'�'• 7.10.1.5 CEILINGS - CASING BEADS REQUIRED AT COLUMNS, WALLS, BEAMS, OTHER ELEMENTS, MIN 3/8 INCH CLEARANCE FORTH CUTBACK 1/8 INCH BELOW SURFACE AND BETWEEN ELEMENTS /IN TREATED WITH CORROSION -RESISTANT COATING / 7.10.1.6 WALLS - LOAD BEARING OR PARTITIONS - CASING BEADS REQUIRED - BUTTING INTO STRUCTURAL WALLS, COLUMNS, /j A2.1.6 MAX. DEFLECTION VERTICAL AND HORIZONTAL FRAMING L/360 / p 100 EXISTING MASONRY FLOOR OR ROOF SLABS, SIDES OR ENDS OF WALL A2.2.3 VERTICAL AND HORIZONTAL SURFACES MEET - BOTH SURFACES SHALL TERMINATE WITH CASING BEADS VERTICAL /1/ I I 1 t it OR PARTITION, LATH SHALL TERMINATE AT INTERNAL ANGLES. 3/8 INCH CLEARANCE REQUIRED WALL T-9" HIGH SURFACE EXTEND MIN. 1/4 INCH BELOW HORIZONTAL - FORM DRIP EDGE HORIZONTAL CASING BEAD TERMINATE MIN. 1/4 INCH FROM LATH INSTALLED SMOOTH GOING DOWN AND ROUGH COMING UP - STUCCO APPLIED WITH FORCE AND PRESSURE GOING UP BACK OF VERTICAL SURFACE THE EXTERIOR SURFACE OF LINTELS INSTALLED IN EXTERIOR CONCRETE MASONRY WALLS SHALL SIDE ELEVATION LATH OVER METAL STRAPS AND OVER PEEL AND STICK HAVE A COATING OF STUCCO APPLIED IN ACCORDANCE WITH ASTM C926 OR OTHER APPROVED COATING. SCALE: 1/4" = 1'-0" _ __._..._.....__...._.__ 1 ALTERATION LEVEL 21 oliq TO THE BEST OF MY KNOWLEDGE, THIS STRUCTURE COMPLIES AND HAS BEEN DESIGNED IN ACCORDANCE WITH SECTION 1609 OF THE 2020 FLORIDA BUILDING CODE & 2020 EXISTING BUILDING CODE. 2 1 1 37 s