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17-1382DINING i I I /—THIS 5H-25 uu�Inniu Tn ! I Il► r ANSI W - - WALL SCHEDULE: , J III, SECTION 2.C, EXISTING CBS WALLS TO REMAIN o F_ _ EXISTING COVERED PORCH � I WOOp-FRAMED WALLS TO REMAIN MANUFACTURER o NEW INTERIOR NON-BEARING, WOOD - NUMBER PRESSURES FRAMED WALLS w/ BATT INSULATION AWP WINDOW&DOOR LLC ® NEW FRAMED WALL, 2x6 OR 2x8 AS NOTED ON PLAN, w/ STUDS AT 24" o/c 5QYs" d 4 INSULATED AS NOTED ON PLANS +48.9 psf, —52.7 psf Ld ------- EXISTING INTERIOR WOOD -FRAMED SERI 1 SIH AL GOL�NS 0 ------- WALLS TO REMAIN (ALT. -- 25 GA. ME - W EXISTING CBS WALLS TO REMAIN Other A.W.P. TRULIE i7NDOOW & DOOR SOLH LLC7" STUDS w/ CHANNEL TOP 4 BOTTOM w/ 63" z I Il► r ANSI 7'-6» Y U Q Cn 0 I 0 N — — — — REAR PROPERTY LINE LAYOUT OF PROPOSED FLOOR PLAN EXTERIOR WINDOWS & DOORS: (1) ABOVE 7 E FINISH FLOOR ELEVATION 4 SHALLWS SHALL WAVE A FINISH SILL EHAHNOT IMATER THAN " EGRESS VEA MINIMUM OPENABLE AREA OF 5.1 SQ. FT. EGRESS WINDOWS SHALL NOT HAVE AN OPENA5LE AREA DIMENSION LESS THAN 20" IN WIDTH NOR 24" IN HEIGHT. (2) DOORS BETWEEN GARAGE AND LIVING AREA SHALL 5E SELF-CLOSING 4 SELF -LATCHING. (3) ALL EXTERIOR WINDOW 4 GLASS DOORS SHALL 5E TESTED IN ACCORDANCE w/ ANSI/AMMA/NW=,4 101/152 STANDARDS AND BEAR AN AMMA OR WDMA LABEL IDENTIFYING THE MANUFACTURER, PERFORI'1ANCE CHARACTERISTICS OF THE WINDOW/DOOR, 4 APPROVED PRODUCT TESTING ENTITY. (4) ALL ENGINEEREDOW ASSEM15LIES SHALL 5E TESTED OR TO TRANSFER 1.5 MES ITHDE DESIGN LOADS TO THE ROUGH OPENING STRUCTURE. (5) INSTALL ALL WINDOWS 4 DOOR ASSEMBLIES PER THE MANUFACTURER'S ANCHORING RECOMMENDATIONS TO ACHIEVE THE DESIGN PRESSURES SPECIFIED. SAFETY GLAZING: THE FOLLOWING SHALL 5E CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSES OF GLAZING, PER F15G-14 : (l) GLAZING IN SWINGING DOORS, FIXED AND/OR SLIDING PANELS OF SLIDING DOOR ASSEMBLIES. (2) GLAZING IN DOORS 4 ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNA, 5TEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PORTION OF A 5UILDING WALL ENCLOSING THESE COMPARTMENTS, WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60" ABOVE THE DRAIN INLET. (3) GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE 15 WITHIN A 24" RADIUS OF THE DOOR IN A CLOSED POSITION AND WHOSE 50TTOM EDGE IS LESS THAN 60" A50VE THE FINISHED FLOOR OR WALKING SURFACE. THER THAN THOSE (4) GLAZING ONS DESCRIB DAIN ITEMSL FIXED OR EMS 2) ANDB (33) AOVE THARA15LE PANEL, TMEETS ALL OF THE FOLLOWING CONDITIONS : (A) EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN a $Q. FT. (5) 50TTOM EDGE LESS THAN 18" ABOVE THE FLOOR (C) TOP EDGE GREATER THAN 36" ABOVE THE FINISHED FLOOR (D) ONE OR MORE WALKING 5Uf;aFACE5 WITHIN 36" HORIZONTALLY OF THE PLANE OF THE GLAZING %An �i c-i�1A! �C H E CQ U LE W - - z , J III, SECTION 2.C, MARK o F_ PRODUCT APPROVAL � I w MANUFACTURER o HEIGHT NUMBER PRESSURES PRESSURES AWP WINDOW&DOOR LLC t37" 5QYs" d +90 psf, —140 psf +48.9 psf, —52.7 psf Ld 12 SERI 1 SIH AL GOL�NS 0 NzacFiza�w Z O U a UZ g N5 2 z (ALT. -- 25 GA. ME - W WgA �o oF>ZwoW z Other A.W.P. TRULIE i7NDOOW & DOOR SOLH LLC7" STUDS w/ CHANNEL TOP 4 BOTTOM w/ 63" z I 7'-6» Y U Q Cn 0 I 0 N — — — — REAR PROPERTY LINE LAYOUT OF PROPOSED FLOOR PLAN EXTERIOR WINDOWS & DOORS: (1) ABOVE 7 E FINISH FLOOR ELEVATION 4 SHALLWS SHALL WAVE A FINISH SILL EHAHNOT IMATER THAN " EGRESS VEA MINIMUM OPENABLE AREA OF 5.1 SQ. FT. EGRESS WINDOWS SHALL NOT HAVE AN OPENA5LE AREA DIMENSION LESS THAN 20" IN WIDTH NOR 24" IN HEIGHT. (2) DOORS BETWEEN GARAGE AND LIVING AREA SHALL 5E SELF-CLOSING 4 SELF -LATCHING. (3) ALL EXTERIOR WINDOW 4 GLASS DOORS SHALL 5E TESTED IN ACCORDANCE w/ ANSI/AMMA/NW=,4 101/152 STANDARDS AND BEAR AN AMMA OR WDMA LABEL IDENTIFYING THE MANUFACTURER, PERFORI'1ANCE CHARACTERISTICS OF THE WINDOW/DOOR, 4 APPROVED PRODUCT TESTING ENTITY. (4) ALL ENGINEEREDOW ASSEM15LIES SHALL 5E TESTED OR TO TRANSFER 1.5 MES ITHDE DESIGN LOADS TO THE ROUGH OPENING STRUCTURE. (5) INSTALL ALL WINDOWS 4 DOOR ASSEMBLIES PER THE MANUFACTURER'S ANCHORING RECOMMENDATIONS TO ACHIEVE THE DESIGN PRESSURES SPECIFIED. SAFETY GLAZING: THE FOLLOWING SHALL 5E CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSES OF GLAZING, PER F15G-14 : (l) GLAZING IN SWINGING DOORS, FIXED AND/OR SLIDING PANELS OF SLIDING DOOR ASSEMBLIES. (2) GLAZING IN DOORS 4 ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNA, 5TEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PORTION OF A 5UILDING WALL ENCLOSING THESE COMPARTMENTS, WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60" ABOVE THE DRAIN INLET. (3) GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE 15 WITHIN A 24" RADIUS OF THE DOOR IN A CLOSED POSITION AND WHOSE 50TTOM EDGE IS LESS THAN 60" A50VE THE FINISHED FLOOR OR WALKING SURFACE. THER THAN THOSE (4) GLAZING ONS DESCRIB DAIN ITEMSL FIXED OR EMS 2) ANDB (33) AOVE THARA15LE PANEL, TMEETS ALL OF THE FOLLOWING CONDITIONS : (A) EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN a $Q. FT. (5) 50TTOM EDGE LESS THAN 18" ABOVE THE FLOOR (C) TOP EDGE GREATER THAN 36" ABOVE THE FINISHED FLOOR (D) ONE OR MORE WALKING 5Uf;aFACE5 WITHIN 36" HORIZONTALLY OF THE PLANE OF THE GLAZING %An �i c-i�1A! �C H E CQ U LE ED (D R SCH EDU LE MARK DIMENSIONS PRODUCT APPROVAL ALLOWABLE DESIGN NUMBER MANUFACTURER WIDTH HEIGHT NUMBER PRESSURES PRESSURES 0 NEW 6 -PANEL INTERIOR HOLLOW -CORE WO(D ICOR 32" 80" - - - - - - - - - �2 NEW 6 -PANEL, INTERIOR HOLLOW -CORE WO(D DOOR 32" 80" - - - - - - - - - O3 NEW 6 -PANEL, INTERIOR HOLLOW -CORE 4/O� DOOR - 32" - - 80 - - - - - - - - - - NOTES DESIGN IS BASED ON 170 MPH ULTIMATE WIND SPEED,, 3 -SECOND GUSTS, EXPOSURE "B", RISK CAT. 2 ALL GLASS & DOOR GLAZING TO BE IMPACT PROTECTED GLASS. WINDOW "B" TO BE EGRESS. WINDOW "C" TO BE OBSCURE, SAFETY GLASS. ALL DOORS ARE INTERIOR DOORS. d - FOOTPRINT AREA FOR NEW ADDITION 4 EXISTING AREA. Oil �`"�T'NG CBS BLDG. TORY SFD RES. I I 1 1 I I I I � 1 I 15' NEW ADDITION TO BE ADDED TO REAR OF EXISTING SFD RESIDENCE & COVERED PORCH ENCLOSED ON EXTERIOR WALL CONSTRUCTION MATERIALS: (1) ALL WOOD IN CONTACT WITH GROUND AND/OR WATER AND/OR CONCRETE SHALL BE PRESERVATIVE TREATED (P/T), PER AWPA-03, UC -44 COATING STANDARDS, ALL OTHER P/T WOOD SHALL 5E UC -35 STANDARD. (2) BEAMS 4 TRUSSES ARE DESIGNED TO F5G-14, RESIDENTIAL CODE, CHAPTER 3, FOR 110 MPH ULTIMATE WIND SPEED (132 MPH DESIGN WIND SPEED), 3 -SEC GUSTS, EXPOSURE "5", RISK EXPOSURE CATEGORY 2, FOR AN ENCLOSED STRUCTURE, EASED ON ASCE 1-10. (3) ALL FASTENERS IN CONTACT WITH P/T WOOD SHALL 5E HOT -DIPPED GALVANIZED (H.DG.) IN ACCORDANCE WITH ASTM A-153-05. ALL STRAPS 4 BUCKETS SHALL BE SPECIALLY TREATED FOR CONTACT w/ P/T WOOD. OPTION 15 TO INSTALL TWO (2) LAYERS OF 300 FELT BETWEEN WOOD 4 CONCRETE OR MASONRY, AND SINGLE LAYER OF 15* FELT BETWEEN STRAP 4 P/T WOOD. (4) WOOD DESIGN VALUES ARE BASED ON NDS -05, NATIONAL DESIGN STANDARDS FOR WOOD CONSTRUCTION w/ 2010 SUPPLEMENTS. (5) ALL STRUCTURAL STEEL SHALL BE GRADE AS NOTED PER AISC MANUAL OF STEEL CONSTRLICTION,.2005, 13th EDITION, INCLUDING SPECIFICATION FOR STRUCTURAL STEEL 5UILDINGS. (6) ALL WELDING SHALL COMPLY w/ THE REQUIREMENTS OF AWS DLI, STRUCTURAL WELDING CODE STEEL. ALL WELDING OF REINFORCING STEEL SHALL COMPLY w/ AWS DIA, STRUCTURAL WELDING CODE REINFORCING STEEL. (1) HOT -DIPPED GALVANIZING SHALL COMPLY w/ THE REQUIREMENTS OF ASTM A -153/A -153M-05. (8) TRUSSES SHALL BE DESIGNED BASED ON TRUSS PLATE INSTITUTE (TPI) NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION, TPI 1-01. (9) CONTRACTOR TO NOTIFY THE ENGINEER -OF -RECORD IF FIELD CONDITIONS ARE NOT AS SHOWN FOR ADDITIONAL DESIGN RECOMMENDATIONS. (10) ALL CONCRETE, UNLESS NOTED OTHERWISE, SHALL 5E 3,000 psi CONCRETE, 28 -DAY STRENGTH, w/ W/C RATIO NOT TO EXCEED 0.55, w/ 5" MAX. SLUMP. NO WATER MAY BE ADDED IN THE FIELD. MASONRY WALLS: (1) CONCRETE MASONRY UNITS (CMU) SHALL SE HOLLOW UNIT MASONRY IN ACCORDANCE w/ ASTM C-90 4 SHALL HAVE MINIMUM Pm = 1,500 psi. (2) MORTAR SHALL CONFORM TO ASTM C-210 4 SHALL BE EITHER TYPE "M" OR "S". (3) REINFORCING STEEL SHALL BE GRADE 40 MIN. 4 IDENTIFIED IN ACCORDANCE w/ ASTM A-615. LAP SPLICES, WHERE REQUIRED, ARE TO BE 45 BAR DIAMETERS MIN. (IS" FOR *30, 24" FOR 0440, 4 30" FOR *5� BARS. (4) GROUT FOR THE POURED CELLS AND LINTELS SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE OF 3/a", PLACED ATA 9" - 11" SLUMP, 4 SHALL HAVE A MINIMUM 26 -DAY COMPRESSIVE STRENGTH OF 2,500 psi (WHEN TESTED PER ASTM C-1019). (5) PROVIDE GLEAN -OUT OPENINGS (12 SQUARE INCHES) IN CELLS CONTAINING SPLICED REINFORCEMENT, WHEN THE GROUT POUR EXCEEDS FIVE (5) FEET IN HEIGHT, INSTALL WEEP HOLES EVERY FOUR (4) FEET IN HEIGHT FOR POURS GREATER THAN SIX (6) FEET IN HEIGHT. SITE PLAN NOTES: W t .. m - - — , (2) SITE PARAMETERS PER CHAPTER 3, ARTICLE III, SECTION 2.C, MARK TOP PLATE DIMENSIONS PRODUCT APPROVAL ALLOWABLE DESIGN NUMBER MANUFACTURER TH HEIGHT NUMBER PRESSURES PRESSURES AWP WINDOW&DOOR LLC t37" 5QYs" N.O.A. 15-0130.03 +90 psf, —140 psf +48.9 psf, —52.7 psf O 12 SERI 1 SIH AL GOL�NS W a NzacFiza�w Z O U a UZ g N5 2 z (ALT. -- 25 GA. ME - FRONT I i0 E ENTRY WgA �o oF>ZwoW z Other A.W.P. TRULIE i7NDOOW & DOOR SOLH LLC7" STUDS w/ CHANNEL TOP 4 BOTTOM w/ 63" N.O.A. 15-0130.03 +90 psf, —140 psf +48.9 psf, —52.7 psf WOOD STUDS a SER AL G DUT1016, A.W.P. TSERIE W D S& ALNNI LUTIX LLC 26Y2" 383/6" N.O.A. 15-0130.03 +90 psf, —140 psf +48.9 psf, —65.5 psf © 1 C«V G SCALE MID -HEIGHT W bW m N o LAYOUT OF NEW FIRST FLOOR AREA 7 N oQ (WOOD -FRAMED cu 0 ED (D R SCH EDU LE MARK DIMENSIONS PRODUCT APPROVAL ALLOWABLE DESIGN NUMBER MANUFACTURER WIDTH HEIGHT NUMBER PRESSURES PRESSURES 0 NEW 6 -PANEL INTERIOR HOLLOW -CORE WO(D ICOR 32" 80" - - - - - - - - - �2 NEW 6 -PANEL, INTERIOR HOLLOW -CORE WO(D DOOR 32" 80" - - - - - - - - - O3 NEW 6 -PANEL, INTERIOR HOLLOW -CORE 4/O� DOOR - 32" - - 80 - - - - - - - - - - NOTES DESIGN IS BASED ON 170 MPH ULTIMATE WIND SPEED,, 3 -SECOND GUSTS, EXPOSURE "B", RISK CAT. 2 ALL GLASS & DOOR GLAZING TO BE IMPACT PROTECTED GLASS. WINDOW "B" TO BE EGRESS. WINDOW "C" TO BE OBSCURE, SAFETY GLASS. ALL DOORS ARE INTERIOR DOORS. d - FOOTPRINT AREA FOR NEW ADDITION 4 EXISTING AREA. Oil �`"�T'NG CBS BLDG. TORY SFD RES. I I 1 1 I I I I � 1 I 15' NEW ADDITION TO BE ADDED TO REAR OF EXISTING SFD RESIDENCE & COVERED PORCH ENCLOSED ON EXTERIOR WALL CONSTRUCTION MATERIALS: (1) ALL WOOD IN CONTACT WITH GROUND AND/OR WATER AND/OR CONCRETE SHALL BE PRESERVATIVE TREATED (P/T), PER AWPA-03, UC -44 COATING STANDARDS, ALL OTHER P/T WOOD SHALL 5E UC -35 STANDARD. (2) BEAMS 4 TRUSSES ARE DESIGNED TO F5G-14, RESIDENTIAL CODE, CHAPTER 3, FOR 110 MPH ULTIMATE WIND SPEED (132 MPH DESIGN WIND SPEED), 3 -SEC GUSTS, EXPOSURE "5", RISK EXPOSURE CATEGORY 2, FOR AN ENCLOSED STRUCTURE, EASED ON ASCE 1-10. (3) ALL FASTENERS IN CONTACT WITH P/T WOOD SHALL 5E HOT -DIPPED GALVANIZED (H.DG.) IN ACCORDANCE WITH ASTM A-153-05. ALL STRAPS 4 BUCKETS SHALL BE SPECIALLY TREATED FOR CONTACT w/ P/T WOOD. OPTION 15 TO INSTALL TWO (2) LAYERS OF 300 FELT BETWEEN WOOD 4 CONCRETE OR MASONRY, AND SINGLE LAYER OF 15* FELT BETWEEN STRAP 4 P/T WOOD. (4) WOOD DESIGN VALUES ARE BASED ON NDS -05, NATIONAL DESIGN STANDARDS FOR WOOD CONSTRUCTION w/ 2010 SUPPLEMENTS. (5) ALL STRUCTURAL STEEL SHALL BE GRADE AS NOTED PER AISC MANUAL OF STEEL CONSTRLICTION,.2005, 13th EDITION, INCLUDING SPECIFICATION FOR STRUCTURAL STEEL 5UILDINGS. (6) ALL WELDING SHALL COMPLY w/ THE REQUIREMENTS OF AWS DLI, STRUCTURAL WELDING CODE STEEL. ALL WELDING OF REINFORCING STEEL SHALL COMPLY w/ AWS DIA, STRUCTURAL WELDING CODE REINFORCING STEEL. (1) HOT -DIPPED GALVANIZING SHALL COMPLY w/ THE REQUIREMENTS OF ASTM A -153/A -153M-05. (8) TRUSSES SHALL BE DESIGNED BASED ON TRUSS PLATE INSTITUTE (TPI) NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION, TPI 1-01. (9) CONTRACTOR TO NOTIFY THE ENGINEER -OF -RECORD IF FIELD CONDITIONS ARE NOT AS SHOWN FOR ADDITIONAL DESIGN RECOMMENDATIONS. (10) ALL CONCRETE, UNLESS NOTED OTHERWISE, SHALL 5E 3,000 psi CONCRETE, 28 -DAY STRENGTH, w/ W/C RATIO NOT TO EXCEED 0.55, w/ 5" MAX. SLUMP. NO WATER MAY BE ADDED IN THE FIELD. MASONRY WALLS: (1) CONCRETE MASONRY UNITS (CMU) SHALL SE HOLLOW UNIT MASONRY IN ACCORDANCE w/ ASTM C-90 4 SHALL HAVE MINIMUM Pm = 1,500 psi. (2) MORTAR SHALL CONFORM TO ASTM C-210 4 SHALL BE EITHER TYPE "M" OR "S". (3) REINFORCING STEEL SHALL BE GRADE 40 MIN. 4 IDENTIFIED IN ACCORDANCE w/ ASTM A-615. LAP SPLICES, WHERE REQUIRED, ARE TO BE 45 BAR DIAMETERS MIN. (IS" FOR *30, 24" FOR 0440, 4 30" FOR *5� BARS. (4) GROUT FOR THE POURED CELLS AND LINTELS SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE OF 3/a", PLACED ATA 9" - 11" SLUMP, 4 SHALL HAVE A MINIMUM 26 -DAY COMPRESSIVE STRENGTH OF 2,500 psi (WHEN TESTED PER ASTM C-1019). (5) PROVIDE GLEAN -OUT OPENINGS (12 SQUARE INCHES) IN CELLS CONTAINING SPLICED REINFORCEMENT, WHEN THE GROUT POUR EXCEEDS FIVE (5) FEET IN HEIGHT, INSTALL WEEP HOLES EVERY FOUR (4) FEET IN HEIGHT FOR POURS GREATER THAN SIX (6) FEET IN HEIGHT. SITE PLAN NOTES: co Co I j (1) PER CITY OF BOYNTON BEACH L.D.R., THE SITE IS LOCATED IN ZONING CLASSIFICATION R -1-A. , (2) SITE PARAMETERS PER CHAPTER 3, ARTICLE III, SECTION 2.C, OF THE LAND DEVELOPMENT CODE, ARE TOP PLATE FRONT SETBACK = 25.00' GSRSGE I SIDE INTERIOR SETBACK = 7.50' TOP PLATE 4 TRUS: REAR SETBACK = 20.00' �, BUILDING HEIGHT = 30.00' MAXIMUM ¢_CoCo o LOT FRONTAGE = 60' ftv OR SETTER t MAX. LOT COVERAGE = 45% h'1 P,r t I r MAX. BUILDING HEIGHT = 30' c / 1 MIN. LOT SIZE = 7,500 SQ.FT. £ark -----9,----- I ;tire 12 Permit No. co Co yffmyyyyyyyyyyyyyyyyyyYYYYYYTIYTTITIII M u , ► �I t_,ectrrcal TOP PLATE 1 _ co m GSRSGE TOP PLATE 4 TRUS: I �, l�Lcn�,nicai ¢_CoCo o 2 X 4 STUDS, HF*2 OR SETTER v ICU I 1 I FcieSlnr L--------------21� -----9,----- I ;tire 12 I W a NzacFiza�w Z O U a UZ g N5 2 z (ALT. -- 25 GA. ME - FRONT I i0 E ENTRY WgA �o oF>ZwoW z Other .. STUDS w/ CHANNEL TOP 4 BOTTOM w/ (BOTH FACES) rocessed- :3SLL213dX3 L------------L---------------;-----------'� WOOD STUDS a w 9' 21 FtI wy ork inc OPENINGS) F m U 1 C«V SCALE MID -HEIGHT W bW m N o LAYOUT OF NEW FIRST FLOOR AREA 7 2 X 4 5 SP*3 SPACE METAL -FRAMED WALLS : ATTACH TOP CHANNEL TO TRUSSES USING 010 x 2" SCREWS, ONE (1) EACH TRUSS. FOR EASE CHANNEL, INSTALL USING Y4"0 x 2" TAPCON5 6" FROM ENDS 4 24" o%. ALT. -- USE POWDER -ACTUATED FASTENERS AT SAME SPACING AS NOTED FOR TAPCONS FOR A CONCRETE FLOOR USE Ya"o x 3" LAG 5OLT w/ FENDER 2 X WASHERS AT SAME SPACING AS TAPCONS. PRESER WOOD -FRAMED WALLS: on this perm. shall co, o i vri`n all Bunton Beach UildinR oes NEW TRUSSES OR RAFTERS PER ROOF FRAMING PLAN NATIVE co Co yffmyyyyyyyyyyyyyyyyyyYYYYYYTIYTTITIII M u SINGLE 2 X 4 DOUBLE 2 X 4 Z awc U n O TOP PLATE 1 _ co m a4 O wwZ 44 =5Q TOP PLATE 4 TRUS: 1•UD5, HF*2 EO 00 < Ole = rn LLL O .- ¢_CoCo o 2 X 4 STUDS, HF*2 OR SETTER v SP*3 OR BETTER D 16" O/C Z� �o N G O Z U y ZZ� a 24" O/C F Ovyu�y�o F soasog> W W W a NzacFiza�w Z O U a UZ g N5 2 z (ALT. -- 25 GA. ME - 1/2" DRYWALL WgA �o oF>ZwoW z + WM M .. STUDS w/ CHANNEL TOP 4 BOTTOM w/ (BOTH FACES) O :3SLL213dX3 I y U) zSC7lIJ O WOOD STUDS a w ma Q OPENINGS) BLOCKING a U N g Z BLOCKING a MID -HEIGHT W bW m N o tl MID -HEIGHT z � 7 N oQ (WOOD -FRAMED cu 0 1/2" DRYWALL 00 M i (BOTH FACES) 4 SILL PLATE O naE %S 2 X 4 SILL PLATE - TREAT PRESERVATIVE - T WOOD SASE L WOOD SASE )ES ASL ONLY) REATED ATTACH TOP PLATES) TO TRUS6E5 OR RAFTERS USING *10 x 3" GALVANIZED SCREWS, ONE (1) EACH TRUSS, WHEN FIRST PLATE: 15 ATTACHED. FOR BASE PLATE, INSTALL METAL STUDS TO BE USING YWO x 3" HOT -DIPPED GALVANIZED TAPCON5, 6" GROUNDED PER NEC -2011 FROM ENDS 4 24" o/c FOR CONCRETE SLA5. FOR WOOD TABLE 250.122 4 FBC-14, FRAMED FLOOR, USE 1'¢"' x 5" LAG 5OLTS w/ FENDER WASHERS, RESIDENTIAL CODE E3402.1 ALL H.D., ID SAME SPACING. mkC> WF Mo k W^ I _ SCALE N.T.S. �� AR NON-BEARING N SCOPE OF WORK: OCCUPANCY USE / TYPE = SINGLE-FAMILY DETACHED (SFD) RESIDENCE, ZONED R -1-A THE EXISTING FACILITY IS A CBS SFD RESIDENCE THAT THE OWNER WANTS TO EXTEND THE R BUILDING BY OVER -POURING THE EXISTING CONCRETE SLAB ON THE COVERED PORCH & ADDING AN ADDITION TO THE REAR OF THE EXISTING BUILDING., THE NEW AREA (315 SQ.FT.) WILL BE AN ENCLOSED STRUCTURE, AND THE WALLS SHALL BE 2x6 WOOD -FRAMED WALLS. THE FLOORS ARE TO BE CONCRETE FLOORS w/ SURFACE PER OWNER'S DIRECTION. PLUMBING TO TIE INTO PLUMBING IN THE EXISTING BATHROOM. HVAC TO BE A WALL UNIT. TRADES ELECTRICAL -- NEW ELECTRICAL TO COMPLY w/ FBC-14 & NEC -11. HVAC - NEW WALL UNIT HVAC SYSTEM WILL CONDITION THIS ADDITIONAL SPACE. PLUMBING -- PWMBING PER THIS PERMIT TO ENGAGE NEW BATHROOM STRUCTURAL -- WALLS TO BE WOOD -FRAMED ON MONO -FOOTINGS, w/ TRUSSES FOR ROOF. ROOFING - ROOFING PER THIS PERMIT TO BE TRUSSES WITH SHINGLES TO MATCH EXISTING RESIDENCE. BUILDING CODES: FLORIDA BUILDING CODE - EXISTING BUILDING, 2014 EDITION,CHAPTERS 2 - 8 * REPAIRS -- CHAPTER 2 -- INCLUDES THE REMOVAL & REPLACEMENT FOR REPAIRS. O ALTERATION LEVEL 1 - CHAPTER 6 -- INCLUDES THE REMOVAL & REPLACEMENT OR COVERING OF EXISTING MATERIALS, ELEMENTS, EQUIPMENT, OR FIXTURES USING NEW MATERIALS, ELEMENTS, EQUIPMENT, OR FIXTURES SERVING THE SAME PURPOSE. THIS DOES NOT INCLUDE REMOVAL OR REPLACEMENT FOR REPAIRS, COVERED IN CHAP. 2 OF THE FBC-14 EXISTING BUILDING CODE. • ALTERATION LEVEL 2 - CHAPTER 7 -- INCLUDES THE RECONFIGURATION OF SPACE, THE ADDITION OR ELIMINATION OF ANY DOOR OR WINDOW, THE RECONFIGURATION OR EXTENSION OF ANY SYSTEM, OR THE INSTALLATION OF ANY NEW OR ADDITIONAL EQUIPMENT. MUST COMPLY WITH THE PROVISIONS OF A LEVEL 1 ALTERATION, CHAP. 6, AS WELL AS CHAP. 7, OF THE FBC-14 EXISTING BUILDING CODE. O ALTERATION LEVEL 3 - CHAPTER 8 - APPLIES WHERE THE WORK AREA EXCEEDS 50% OF THE AGGREGATE AREA OF THE BUILDING AND MADE WITHIN ANY 12 -MONTH PERIOD. (ALTERATIONS FOR PLUMBING, MECHANICAL OR ELECTRICAL ONLY ARE EXCLUDED FROM THE TOTAL WORK AREA.) MUST COMPLY WITH THE PROVISIONS OF ALTERATION LEVELS 1 (CHAP. 6) & 2 (CHAP. 7), OF THE FBC-14 EXISTING BUILDING CODE. ♦ ADDITIONS -- CHAPTER 11- ADDITIONS TO EXISTING BUILDINGS SHALL ALSO COMPLY WITH THIS CHAPTER OF THE FLORIDA BUILDING CODE, EXISTING BUILDING, 2014 EDITION. GENERAL NOTES: THESE DRAWINGS WERE PREPARED WITH THE ASSUMPTION THAT THE CONTRACTOR OR OWNER -BUILDER IS KNOWLEDGEABLE OF COMMON CONSTRUCTION PRACTICES. THE CONTRACTOR / OWNER -BUILDER SHALL REVIEW DRAWINGS FOR ACCURACY AND INTERPRETATION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER/DESIGNER/DRAFTSMAN PRIOR TO BID OR CoNSTRUCTION. DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE. DO NOT SCALE DRAWINGS THIS BUILDING DESIGN COMPLIES WITH CHAPTER 16 OF THE 2014 FLORIDA BUILDING CODE (FBC-14) , CHAPTER 3 OF THE RESIDENTIAL CODE, & CHAPTERS 2-8 OF THE EXISTING BUILDING CODE FOR ALTERATIONS. TRUSS LOADS (UNLESS NOTED OTHERWISE) : ROOF LOADS FLOOR TRUSSES TCLL= 20 PSF TCLL= 40 PSF TCDL= 7 PSF ( Shingle / Metal) TCDL= 20 PSF TCDL= 15 PSF ( Tiles) BCLL = 0 PSF BCLL=10 PSF BCDL= 5 PSF BCDL=10 PSF DURATION =1.00 DURATION =1.25 ALL FLOOR DESIGN LOADS= 65 psf, U.N.O. (FLOOR DESIGN LOADS ARE APPLICABLE TO STAIRS ALSO.) PRE -MANUFACTURED TRUSSES TO BE DESIGNED BY A FLORIDA REGISTERED ENGINEER. BUILDING CODES: FLORIDA BUILDING CODE - BUILDING, 2014 FLORIDA BUILDING CODE - MECHANICAL, 2014 EDITION FLORIDA BUILDING CODE - RESIDENTIAL, 2014 EDITION FLORIDA BUILDING CODE - PLUMBING, 2014 EDITION FLORIDA BUILDING CODE - BUILDING ACCESSIBILITY, 2014 EDITION NFPA 70 NATIONAL ELECTRICAL CODE. 2011 EDITION FLORIDA BUILDING CODE - BUILDING ENERGY EFFICIENCY, 2014 EDITION NFPA 1 NATIONAL FIRE PREVENTION CODE, 2014 EDITION CHAPTER 3 & 1609 DESIGN CRITERIA ULTIMATE WIND SPEED (3 - SECOND GUST) = 170 MPH DESIGN WIND SPEED (3 -SECOND GUST) = 132 MPH WIND PRESSURES PER TABLE R301.2(2), R301.2(3) & R301.2(4), AS WELL AS ASCE 7-10 WIND EXPOSURE CATEGORY = B SURFACE ROUGHNESS CATEGORY = B INTERNAL PRESSURE COEFFICIENT = +1- 0.18 FULLY ENCLOSED DESIGN BUILDING RISK FACTOR CATEGORY = 11 DESIGN BASED Oil CLEAN SAND WITH ALLOWABLE BEARING PRESSURE OF 2,000 PSF PER FBC-14, RESIDENTIAL, TABLE R401.4.1, AND/OR FBC-14, BUILDING, TABLE 1806.2. ENGINEER -OF -RECORD TO BE ADVISED IF OTHER SOIL CONDITIONS ARE ENCOUNTERED. REVISI❑N BY V Z co Co Z CD Lo t M u o~C �► p') O U Z awc U n O CO -0 �� � LL 1 _ co m a4 O wwZ 44 =5Q EO 00 < Ole = rn LLL O .- ¢_CoCo o Lo `tete CD Q v z o Z� �o N G O Z U y ZZ� F Ovyu�y�o F soasog> W W W a NzacFiza�w Z O U a UZ g N5 2 z Z vZWFa k O Z jO WgA �o oF>ZwoW z + WM M .. a�mI 35 O :3SLL213dX3 I y U) zSC7lIJ O a z w ma Q a ... 4 w a� 0 U N g Z O W IL I� W bW m N o tl z � 7 N oQ cu 0 -r 00 M i ) "(3 O naE %S ; au_j L z C) L Min 0 I 0(yCd iL0 o Co I z W LO J Cl) 0 r N Z c� Uj am ' L W > c'� O J <J O cr) LL i .N .. p = O LU < 'U Z uj 0 'W Z J z m 0 1111 uo Z ,r►+r`i� m it O U LnOL 2 r } z fr W U EL u DRAWN BY ; S. G,AYDOSH CHECKED BY S. GAYr-)06H DATE, MARCH - 201(o SCALE r 1/4" _ >1'-OU.N.O. JOB NUMBER(S) r 1520 - 0511 DRAWING 2 J J S SHEET 1 OF 4 SHEETS OVERLAY EXISTING CONCRETE SLAB ON COVERED ' I I PORCH w/ 4"i 2500 psi CONCRETE. CLEAN SURFACE I I PRIOR TO OVERLAYING w/ NEW CONCRETE, 4 APPLY 1 I I BONDING AGENT (EPCON OR EQUAL). r____ _____ I :•ii:';;a;:•;tf',';6,� _4 ,11-1 #' 4. U: " I. ••L.• 1 i, :i€ :: I s;; _ t O T L ;':: I SEE g G 00 TIN W � '.° N tl -IN E EXISTING FOOTING PER DETA L Y:'; :'; `' 11 : e :' 1 HT I :-:` '' TO RIG ,•{,:�;,; : ; ;: �;� 'I: 1 t, x;`ey5'; :; r' -:: -:`: °` � ° ,q. .I v �: ' °A-.4 . "T I % , �: . 1; • in '-.� i ° !fie •`�, `-°• `'A - • :." :' ,. : ,•4 • - ° ° I I 51 .2 � •' '` . ' 4 ' I ;` v.,` `' ` ,-' : ° ' '°' ,° ' . ,� ° • ,';& : ..,: `' ° ,,4:. . 4 j. ,�,- �. ' ;', A'F , � " 4: 1 , , � t--- V• >: " � .,� , � . I I � :D; � , , 4" , 'L I I 7 � � v , . .., , \j, I� 21'-O , ----]L,--.,.J, 10 I rwilinia = I ___ __ _%'_w,m_._v LAY❑UT ❑E PR❑PU��1J r uuly-vH I I"1-4 � �"!I �� 4 ��,•:" -. .�•- .,�.. -, : •".A �, -:. : =Q I-": GRADE A:, .,:.q '­� "• .' s,:.`..,w`..�- , � . , ." .1 , , �, , , , ", -, -;--;- -44, - :y , �:: . .: ' A: �04 `• '° , -' . n•. 20" NEW 4" THICK CONCRETE SLA5 w/ 20" x 20" MONO -FOOTING AROUND PERIMETER w/ (3) SO CONTINUOUS BARS, w/ 36"x36" L-5AR At CORNERS w/ 30" MIN. LAP SPLICE EACH BAR CAST 3/d' x 6" WATERSTOP IN OUTER EDGE FOR WOOD -FRAMED WALL. ,-:::k EE `e" ­*1 -_r I C> N1st 111111111 g;;A %...,w SCALE CR❑SS-SECTI❑N ❑E E❑❑TINGS NEW FOOTING OR TIE -BEAM , V . V 4 4 4 4 V ot%, . ' . 4.. . . A o . S1.2 Q a. 4 4, 4 V .. .17 : 4 4 30" MIN, • • . o .4 LAP SPLICE. • . 4 .4 V 4'I V ' 4 • . . , . . . . . .4 .V v. S1.2 *5 0 REINFORCING, TYPICAL Froiol!j III o�cF 7 _ FOOTING- 4 TIE -SEAM STEEL NEW 4" THICK CONCRETE SLA5 w/ 20" DEEP x 20" HIGH MONO -FOOTING AROUND EXTERIOR PERIMETER WALLS w/ (3) 050 CONTINUOUS BARS. SOIL STATEMENT THIS iS t0 CERTIFY THAT THiS OFFICE HAS DETERMINED 5Y RATIONAL ANALYSIS AND THE FACT THAT THE SITE IS INAt DEVELOPED SITE" AREA, THAT THE ALLOWABLE IN-PLACE BEARING CAPACITY FOR THE PROPOSED FOOTINGS ARE 2,000 PSF. CALCULATIONS HAVE BEEN PERFORMED ANALYZING THE PROPOSED STRUCTURE WHICH WILL 5E SUPPORTED ON THE FOOTINGS, SUCH CALCULATION$ HAVE DETERMINED THAT THE DESIGN BEARING CAPACITY UTILIZED iN 51ZING THE STRUCTURE FOOTING IS 2000 PSF. SINCE THE DESIGN CAPACITY IS LESS THAN THE ALLOWABLE CAPACITY, THE SOILS AT THE SITE WILL SAFELY SUPPORT THE NEW STRUCTURE LOAD AND COMPLY WITH THE FLORIDA BUILDING CODE, 2014 EDITION. THIS STATEMENT IS BASED UPON SECTION 1818-1, R4404.2.1, AND 1818.2, R4404.22 OF THE FBG - 14. NEW 4 THICK CONCRETE OVERLAY OF 2,500 psi CONCRETE w/ 3/4" x 6" WATERSTOP CAST INTO EXTERIOR EDGE OF NEW SLAB FOR NEW 2x6 WALL �- .q, •- I. _�. :'1",z' u' 1 b.. ,. -� .� : -::'- , :'::, - '.:1:':: ` :�I - GRA©E a: ���.-__;."_. �,,_A ZEXISTING 4" THiCK CONCRETE PORCH SLAB w/ 8"x8" MONO -FOOTING AROUND PERIMETER w/ (1) i150 CONTINUOUS BAR e MiD-DEPTH dc-*. a 0"_11b_"Y I C> " 11 11 AL 11 1i SCALE : 1" = 1'-O" CR❑SS-SECTI❑N ❑E P❑RCN ❑VERLAY --r- _._ ----- ._ .._ _ . t g -n - �7 -r L .L ,-'-y- -r- _ :� :t ;'i i ..z•", I; :1 '< a :•i' k_ ; -�=-- . _ -� '.%:" . i "f 1 I I1 y 1 •b� i / ' T • S• �'L°. i 1 �... . :tI 1 .t N r- `tr ti:• T,` v - n '- :!- - _ r '� ,y' l . :§,:I 11 :::i I I :'a' i " t' I // \ I _J i:? :; �, ,ir.:. •--.• ' L______ a L '3s•' r;9y r,. :,F - ` (.': ;I : F 5 :' ;d' t:: L. : N ;i fa' i ' is :rr•.:�• •.t ^ i b:: i Is-. i �7.1 �.. :i 4 y {; i k `4. _11'F t'••% r t `• 1 :(:. :.r�: f a:' :3 t :•. J t ,.,....«,. r`' s d M`tw:` _, _ s F` w w w I.- __-__-___I---____--___ PORCH EXISTING SFD RES. EW ADDITIO ENCLOSURE I ev-� L� SCALE 1 �4' 1'-O PARTIAL SIDE VIEW OF ADDITI❑N & EXISTING RESIDENCE EXISTING FOOTING OR TIE -BEAM 4 .16•. nn�� Li a' 1" MIN • ' HOLE , 4 5�717+• u 4• 6 MIN L� ' SEDMENT . 4 A A d ' `--- EPCON (OR EQUAL) EPDXY +'5 0 DOWEL, 40 LONG, FOR EACH REINFORCING BAR IN THE FOOTING OR TIE -BEAM SCALE • 1" = 1' - 0" 1_1 _7 1_ L_t.._i_y_�__ _. Z Z� 1_lA -I-1- _L_ r. _- - TT _ -rte-+--- 'r r - - i _j: g v; :i 1 is>" .. ;Fi. 4 i t __t. __ t~' r t ___-_ - "I.. c :�� :A :.;: t' i I t i ,. ; ' !'` t`; "1 i I k,:,"--'�.l�'-,.�--�-,--,,-,-,�----,,-::�,-;"---- 0 .- _­ ,-, i' I r. 1 :.i: . �: i I 1 I: ,. :;i: I N - 1 I __ _ r Y -.. :1 _ J <` l s 'i. 1` ' Y zr_ 1^y ____ J r _. ;`¢ t'• ;° $: . 7: t^ i t L ~X• I i `. t' - 8 { ;i I I :S ^�:: I .•y __ '+e. I.^ I p»'.. -. :� i N -�' :v: t. - I - •i C . • h' "t: L_ J ii '�� --.;' ___ ^' G' ,- :;� ,r t v, Y. EXISTING SFD RES. EW ADDiT10 1 &0--4%, "".`, a,4f_%4v,ffw"=!vb F== , , %..10 N 1/41, = 1'-O" - -_ SCALE BACK VIEW OF ADDITI❑N & EXISTING RESIDENCE FOUNDATION NOTES: (1) 4HE SOILS SHALL 5E COMPACTEC) ORDI ORDINANCES. CERTIFICATION OF OOMPAOCTIIONS 4IPOIS (MINIMUM)AND SHALL 5E PROVIDED SYRRESPECTIVE WITH APPLICABLE CODES THE REECTIVE COMPANIES NDED 5Y LOCAL (2) SOIL BORINGS, TO THE DEPTH AND Q BYTITYAS DIRECTED 5Y THE A LICENSED PROFESSIONALLORIDA ENGINEE UORiNG CODE, GEOLOG•cIST A1ND 8U5MIT ED O ITION, AND S HEECONTRACTOR PRIOR TO ORDINANCES, SHALL BE PERFORMED FOOTING INSPECTIONS, O FUTURE) SHALL 5E PROTECTED 5Y THE USE OF 6 -MIL VAPOR BARRIER OR C3) THE AREAS) WHICH SHALL HAVE HABITABLE LIVING SPACE (NOW R _ WATER -PROOFING AGENTS IN THE CONCRETE. COVERED PORCHES/ENTRIES SHALL HAVE VAPOR SARRIER INSTALLED. (4) THE MINIMUM COVER FOR REINFORCING SHALL 5E : _- 3/4ti 5EAM5 4 COLUMNS -- �" SLABS ON CONCRETE 5ELO R UNFORMED CONCRETE BELOW GRADE -- 3" FORMED CONCRETE BELOW GRADE -- 2 (5) MAIN REINFORCING STEEL SHALL BE GRADE 60 (F = 60,000 PSI), BASED ON ASTM A-615. TIES AND HOOPS SHALL 5E GRADE 40 (Fy = 40,000 PSI). y Y w/ WATER-CEMENET RATIO (W/C RATIO) NOT t0 EXCEED 0.55. IF AREA 16 SUBJECTED t0 SALT SPRAY, SHA 5E 2 PSI CONCRETE LL ,5ii SITE. AT THE (6) CONCRETE MAY E ADDED T M B 5. N O WATER SHALL NOTEXCEED L CASES, S UMP IN ALL W/G RATIO SHALL NOT EXCEED 0.50. SLUMP, (-I) WELDED -WIRE FABRIC (W.WF.) SHALL 5E WiA x WiA -6/6 (OR BETTER) PLACED At MID -DEPTH OF ALL 61-456, At ALL MONO -FOOTINGS, THE W.W.F. SHALL 5E DOUBLED FOR MINIMUM DISTANCE OF 4'-6" FROM OUTSIDE EDGE OF MONO -FOOTING. IF FIBRE -CRETE (OR FISERCON OR EQUAL) CONCRETE IS USED, THE DOUBLE LAYER OF W.WF. MAY 5E ELIMINATED AS WELL AS THE MAIN LAYER OF W -WF. (6) ALL CONCRETE MIXING 4 BATCHING SHALL 5E IN ACCORDANCE w/ ASTM C94. ALL CONCRETE WORK SHALL 5E DONE IN ACCORDANCE w/ ACI 318 AND ACI 301. ALL CONCRETE MASONRY UNIT (CM.U.) WORK SHALL COMPLY w/ ACI 531. CONCRETE CONCRETE FOR BEAMS, COLUMNS AND GROUTED CELLS SHALL 5E 3,000 PSI (MINIMUM), AND CONCRETE FOR FOOTINGS AND SLA56 SHALL 5E 2,500 PSI (MINIMUM). (9) CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL DIMENSIONS 4 CONDITIONS AT SITE PRIOR t0 STA RTINGNY K THE EN S EE - AOR AORD (E -0-R) MUST 5E NOTIFIED IN WRITING OF ANY DISCREPANCIES IMMEDIATELY OR THE CONTRACTOR SHALL ACCEPT ERRORS AND OMISSIONS. DO NOT SCALE DRAWINGS. (10) THESE PLANE, A6 DRAWN 4 NOTED, COMPLY WITH THE 112014 ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION". THE CONSTRCTOR 16 RESPONSIBLE FOR BEING FAMILIAR w/ THE CODE IN ITS ENTIRETY 4 CONSTRUCT IN ACCORDANCE w/ ALL PROVISIONS OF THE CODE WHICH MAY NOT 5E SPECIFICALLY ADDRESSED ON THE PLANS AND IN THE NOTES. (i1) REINFORCING SHALL 5E LAP SPLICED A MINIMUM OF 24" FOR "40 BARS 4 30" FOR 050. THE MiNIMUM SPLICE SHALL 5E 46 BAR DIAMETERS. NON - CONTACT LAP SPLICES ARE PERMITTED BUT SHALL NOT EXCEED 5 (12) ALL REFERENCES TO F5C-14 ALSO INCLUDE ALL AMENDMENTS AS ADOPTED PER LOCAL CODES AND ORDINANCES, AS WELL AS OTHER CODES OF THE F15G-14. (13) CONTRACTOR t0 ENSURE FOOTINGS ARE CONSTRUCTED ON CLEAN FILL COMPACTED t0 WITHSTAND A MINIMUM OF 2,000 PSF SEARING CAPACITY. SOIL TERMITE TREATMENT: (1) INITIAL SOIL POISONING TREATMENT SHALL 5E DONE AFTER ALL EXCAVATION, BACKFILLING, 4 COMPACTION ARE COMPLETE (FBC-1816.1.1). (2) ANY SOIL DISTURBED AFTER THE INITIAL TREATMENT SHALL 5E RE -TREATED (INCLUDING ANY BOXEP OR FORMED AREA. (PER F5C 1816.1.2). (3) MUST 5E OF AN ADEQUATE SIZE 4 DEPTHTE 5LA5 TOINSTALLATION ELIM NATE ANY DISTRBANCE OFPS SHALL T HE SOIL E w/AFTER THEINITIAL TREATMENT PLASTIC (PER F5C 1616.1133)ANENT FORMS (4) A MINIMUM 6 MIL VAPOR BARRIER (VISQUEEN OR EQUAL) MUST 5E INSTALLED TO PROTECT AGAINST RAINFALL DILUTION, IF RAINFALL OCCURS BEFORE VAPOR BARRIER PLACEMENT, RE -TREATMENT SHALL 5E REQUIRED (PER F5C 1816.1.4). (5) ALL BUILDINGS ARE REQUIRED t0 HAVE A PRE -CONSTRUCTION TERMITE TREATMENT (PER FBG 1816.1.1). THIN 12" THE 5UILDING. (6) ALL GRADE STAKEIS, U15 TRAP 15XES, FORMS, SHORING, AND/OR ANY O MER CELLULOSE OM ECONTAINING LOWAND I MATERIALS PR FBG 2303.1 5 SHALL INCLUDE 3 (1) NO WOOD, VEGETATION STUMPS, CARDBOARD, TRASH, ETC, SHALL 5E BURIED WITHIN 15'-0" OF ANY BUILDING OR PROPOSED BUILDING (PER F5C 2303.1.4). (8) ANY CONCRETE OVER -POUR, MORTAR OR STUCCO MATERIALS ALONG THE FOUNDATION PERIMETER MUST 5E REMOVED PRIOR t0 EXTERIOR SOIL TREATMENT (PER FBG 1816.1.5). (9) EXTERIOR SOIL TREATMENT MUST 5E APPLIED UNDER ALL EXTERIOR COt'1CRE`CE OR GRADE WITHIN 12" OF THE STRUCTURE SIDE WALL PER FBG 16161(b). (10) AN EXTERIOR VERTICAL CHEMICAL BARRIER SHALL BE INSTALLED AFTERCONSTRUCTION IS COMPLETE (INCLUDING LANDSCAPING 4 IRRIGATION). ANY SOIL DISTURBED AFTER THE VERTICAL BARRIER 15 APPLIED, SHALL BE RE -TREATED. (PER F5C 1816.L6). (i1) IRRIGATION / SPRINKLER SYSTEMS, INCLUDING ALL RISERS 4 SPRAY HEADS, SHALL NOT 5E INSTALLED WITHIN 12" OF THE BUILDING SIDEWALLS (PER F5C: C 150 3.4.4). (12) CONDENSATE 4 ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST 12" AWAY FROM THE BUILDING SIDEWALLS (PER FBG 1503.4.4). (13) THE DISTANCE FROM THE EXTERIOR WALL COVERING (EXCEPTIONS : PAINT 4 DECORATIVE CEMENTITTIIOUS FINISHES FOR INSPECTION FOR THICK ADHE EED DIRECTLY ONTO THE FOUNDATION WALL) AND FINAL EARTH GRADE SHALL NOT 5E LESS THAN 6 TO INFESTATIONS (PER FBG 1403.1.6). (14) OCCUPANCY" OR HEBUILDING WILL BE ISSUED. IZCOMPLIANCE" t� THE 5UILDING E CERTIFICATECERTIFICATE6NALRL SATE (PER FBG 18NT 5YA �6'1•PEST CONTROL COMPANY BEFORE A "CERTIFICATE OF PANC "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. THE TREATMENT IS IN ACCORDANCE WITH THE RULES AND LAWS OF FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." (15) A PERMANENT SIGN THAT IDENTIFIES THE TERMITE TREATMENT PROVIDED AND NEED FOR RE -INSPECTION AND TREATMENT CONTRACT RENEWAL SHALL 5E PROVIDED. THE SIGN SHALL 5E POSTED NEAR THE WATER HEATER OR ELECTRICAL PANEL (PER FBC 104.2°6). c :' ': :;t, Vii_ 7.ti �. i "t ( r� c ..{ : %5:• ,. ;1'..... ,t •. k;..., Y i� y' �-- �r: . t ___ : is 1 , t '.1.J 1 I r• t' ,�" :� a I I ":r } I ',::. s{•' :i.. I i i.' "7� i'' f• . �, �, "6r5 i N 4- k•. .t --- :•L'•' 5 s� ___ ^i _ is 1 Z % /// I i'- .9" 1 �.y I: it t:' :' 1•f 1 1: 1 8'+a`` :: is-' p' L_ '.t' :t.': �r ! - - 't: 77. i. :: . • "Y:>' • i "!: V . �• tt; .:.. F•: :;;. f' :t '• \ .., ,.x. ,� i ,• . _ .._ _._ L___________________________-___ EXISTING SFD RES. EW ADDITIO [=3, 1 0""*1110, a " "mr 'C"'111111 I E> a a L. F_=V^ """'r 'W SCALE 1 /4" - 1'-O"_ PARTIAL SIDE VIEW OF ADDITION & EXISTING RESIDENCE U Z to _ u') Z IN to M O c U H 1cc 0 V g > M V jx 6Q C z U U Q LID 9 w o - M �__ �*0 «w�<Io=_ - 2,01 � �U c w c= I.(n Z mLL = co Q ° r M CO Ir 8 Q `t p CD u Z _:1 V z o R I 5� om Z ;, Z O WF64nN2Cw H o M F.QF s 6 4 U; N Z j W Z Z J m ;R 0O vYviaZw<8 V U 0 C9 Z $ 060 z w § 6iF p F g O Z z w o N O L1�m�5w.c.> : 3SLLU3dX3 T J'^. 0Y O T -o 9i o= o t 6 Pw _j O N t6L' S a Q� N, (�ej 0 oilQ " z o a- au Z &Q 0 W 4a W m a = N Z z Lo i W a \./ 6 0) OQ \\\ � \ \ 1 1 1 1�/ / / /,/ , N 0 �' It 11 . � i 9 � Ii -,m 11 Pq - q ti` d-` ." Pc"i P , t; A I I 2� �j p i J .tr=�Q ti- L S' \ w //// I i l 11�\ ,, �� - a f I ui . '^ V J C) 4 Lo Z o M �' ♦ Ln OO Q 06 _ O `"Co co - I i Q 'I-> z T_ 2W L P ' co_j W r d- L N 11 11 WZco �o W Lo 11.1 dS J o immM �r Q � Z d- C:) 0 �= w 4. �U Z Z � �Q� wZ 1�iii - ct O oCtLZm - 0 (0Z Q z '' 0 0 �LO0 _ Z c) L" Z cc ZW D w >_ O � 0 U. � CO - 0- 0 0 _ c :•° DRAWN BY 6. VI D CHECKED BYi S. GD Ami' 051-1 DATE : MARCH SCALE, -,ait U.N.O. 1/�I•II _ ii JOB NUMBER(S) 120 0E51-1 DRAWING Na1 SHEET 2 OF �• SHEETS I ii I I I ii I I I I I-------------------------------------- L--------------------------------------- ELECTRICAL SYMBOLS: teF' NEW LIGHT SWITCH GGFCl 110v GROUND -FAULT CURRENT SCHEDULE INTERRUPT OUTLET, TAMPER -PROOF GENERAL 110v GROUND -FAULT CURRENT =,T'/"P INTERRUPT OUTLET w/ WEATHER- 5, 040 vA PROOF COVER, TAMPER -PROOF WATTS 110v ARC -FAULT CURRENT AFl/� INTERRUPT OUTLET, TAMPER- AIC RATING PROOF POLE NEW WALL SCONCE LIGHT © NEW SMOKE DETECTORS, w/ CARBON 6, 471 vA MONOXIDE SENSING, INTERCONNECTED 7 NEW SURFACE MOUNTED CEILING LIGHT ® NEW INSULATED CAN (PER NEC) HIGH -HAT ®/P NEW INSULATED CAN (PER NEC) HIGH -HAT, CALCULATION CHART -- VAPOR -PROOF 0 LL �� o O NEW CEILING FAN w LIGHT I I DINING i I I I I I I I I I I I ---' 1 A/l; UNI I THRU WALL 8,000 BTu COOL 3,500 BTu HEAT F- 1111111.0-v a t . lok N SCALE LAYOUT OF PROPOSED ADDITI❑N ELECTRICAL HVAC, PLUMBING & ELECTRICAL NOTES: (1) NO EXISTING HVAC SYSTEM MODIFICATIONS ARE PART OF THIS PERMIT. (2) PLUMBING FOR NEW BATHROOM IS PART OF THIS PERMIT. (3) ELECTRICAL TO BE INSTALLED AS SHOWN IN THE ELECTRICAL PLAN. INSTALL TAMPER=PROOF AFCI OUTLETS. ELECTRICAL TO COMPLY w/ FBC-14 AND NEC -2011. INSTALL NEW OUTLETS & LIGHTING TO SPARE(S) IN EXISTING PANEL, USING Cu THN WIRE & BREAKER(S) PER THE PANEL SCHEDULE. INSTALL NEW 220v OUTLET FOR WINDOW A/C w/ HEATER UNIT USING (2) 20 AMP BREAKERS. SMOKE ALARMS FOR ALL EXISTING BEDROOMS TO BE REWIRED TO MEET CURRENT CODE & INTERCONNECTED IN ACCORDANCE w/ FBC-14, RESIDENTIAL, SECTION R314. SMOKE ALARMS TO BE RATED PER UL -217 & INSTALLED PER NFPA-72. THE RESIDENCE DOES NOT HAVE A CONNECTED GARAGE OR GAS APPLIANCES, THEREFORE ALL EXISTING SMOKE DETECTORS TO BE REPLACED w/ SMOKE ALARMS & DO NOT REQUIRE CARBON MONOXIDE MONITORING. SMOKE ALARMS SHALL BE INSTALLED IN THE EXISTING BUILDING IN THE FOLLOWING LOCATIONS: 1. IN EACH SLEEPING ROOM. 2. OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS. 3. NOT WITHIN 3' OF BATHROOM DOOR. EXISTINI CLEAN - GRADER CAP JIL lY"O VTR 1 1 1 24 TO TUB 1 EXISTING PIPE CONNECTION TO EXISTING PUBLIC SEWER SYSTEM SANITARY ISOMETRIC 9=3� I d�_ a E=X 9=311, Z%L M SCALE N. T. S_ ELECTRICAL NOTES : 1. CONTRACTOR TO VERIFY w/ F.P.& L. THE LOCATION OF THE SERVICE AND SHALL LOCATE METER & PANELS AS REQUIRED. 2. ALL WIRE SHALL HAVE THW COPPER, UNLESS NOTED OTHERWISE. 3. WHERE REQUIRED BY LOCAL CODES, SERVICE AND FEEDER CONDUCTORS SHALL BE COPPER OF EQUAL AMPACITY. 4. ALL BRANCH CIRCUITS SHALL BE IN RACEWAY OR NON-METALLIC SHEATHED CABLE. 5. COORDINATE RACEWAY INSTALLATIONS w/ OTHER TRADES PRIOR TO CONSTRUCTION. 6. VERIFY ALL CONDUCTORS & BREAKERS w/ EQUIPMENT MANUFACTURER'S SPECS. 7. PROVIDE DISCONNECT SWITCH OF SIZE AS REQUIRED BY LOAD AND UNITS. 8. PROVIDE NON -FUSIBLE GENERAL DUTY SAFETY SWITCHES AT HVAC EQUIPMENT & AT PUMPS NOT VISIBLE FROM CIRCUIT BREAKER PANEL AND AS PER MANUFACTURER'S RECOMMENDATIONS. 9. PROVIDE GFI BREAKERS FOR ALL BATHROOMS, GARAGE, KITCHEN AND EXTERIOR OUTLETS AS SHOWN ON THE PLANS. 10. ELECTRICAL FIXTURES, TRIM PLATES & APPLIANCES SHALL BE U.L. APPROVED AND AS SELECTED BY THE OWNER. 11. PROVIDE PRE -WIRED TELEPHONE OUTLETS AS SHOWN ON THE PLANS. 12. PROVIDE PRE -WIRED T.V. OUTLETS FOR CABLE AS SHOWN ON THE PLANS. 13. AFCI CIRCUIT BREAKERS ARE REQUIRED FOR ALL BEDROOM & LIVING SPACE DEVICE/RECEPTACLE OUTLETS, TAMPER -PROOF COMBINATION TYPE AS PER NEC 210.12(B). (2011 EDITION). 14. SECURELY ATTACH J -BOXES AT CHANDELIER LOCATIONS & FAN LOCATIONS TO TRUSS/STRUCTURE AS REQUIRED TO ACCOMODATE FIXTURE WEIGHT. 15. ALL CEILING FAN J -BOXES SHALL BE LISTED AS ACCEPTABLE FOR FAN SUPPORT. 16. SMOKE DETECTORS SHALL BE WIRED AHEAD OF SWITCHES CONNECTED TO BATHROOM OR KITCHEN LIGHTING CIRCUITS w/ BATTERY BACKUP & INTERCONNECTED PER FBC-14. 17. ELECTRICAL INSTALLATION TO BE DONE IN ACCORDANCE WITH NEC -2011 & FBC-14, RESIDENTIAL CODE w/ LOCAL AMENDMENTS. ELECTRICAL TO ALSO COMPLY WITH NFPA-70. WIND❑V 200 AMP MAIN PANEL W/ 200 AMP MAIN DISCONNET 120/240 VOLT 120/240 VOLT �N 2" CONDUIT. GRADE O EXISTING F.P. & L. METER CAN & W/P COMBO NEMA 3 200 AMP DISC. SWITCH NEW 2" RIGID DOWN PIPE UNDERGROUND SERVICE TO F.P.&L. TRANSFORMER GRADE 6' SEPARATION 1 #4 CU. TO DRIVEN GROUND WITH 20 OMHS OR LESS. - - (GROUND TO WATERLINE - - & REINF. IN FOOTING) 1 #4 CU. TO 2nd DRIVEN GROUND W/ 20 OMHS OR LESS. (2nd GROUND ROD 6' MIN SEPARATION FROM 1st ROD) ELECTRICAL RISER DIAGRAM N.T.S. (OR OTHER APPROVED CORROSION -RESISTANT COATING FOR WET AREAS) im 6" o/c EDGE E IN -FIELD. INSTALL 2x6, SP"3 OR BETTER, P/T, ACROSS REMAINING HEIGHT OF WINDOW OPENING, SPACED im 16" o%, E FASTENED EACH END USING (2) 16d HOT -DIPPED GAL- VANIZED NAILS, TOE -NAILED TO SILL PLATE 4 TOP PLATE. Wl"E>r""%-W Nm..� I F= I L. d L - SCALE 1" = 1'-O" WIND❑W REMOVAL & OPENING INFILL_ (INTERI❑R BOTH FACES) PROVIDE TEST TEE I'�r WITH SCREWED COUNTER- SUNK ABS PLASTIC PLUG: TAPERED -THREAD WITH I TFE JOINT COMPOUND. I I I' WHERE CLEANOUT TEE IS CONCEALED IN A CHASE OR PARTITION, - PROVIDE A ROUND IS GAUGE STAINLESS STEEL I COVER WITH BEVELED j EDGES AND FLATHEAD MACHINE SCREW. I a G I d CONCRETE FLOOR SLAB COLUMN OR PARTITION AS SHOWN ON FLOOR PLAN CLEANOUT FACE SHALL BE WITHIN 4" OF WALL SURFACE. PROVIDE PIPE EXTENSION IF REQUIRED. NOTE: PROVIDE WCO WHERE SHOWN ON PLAN, AND ON SANITARY WASTE BRANCHES NOT SERVED WITH A FLOOR CLEANOUT: LOCATE ABOVE FIXTURE FLOOD RIM WITHIN 4' OF FLOOR CONSULT LOCAL CODES FOR OTHER WCO REQUIREMENTS. INWALL GLEP.N-C?UT QETAIL INSTALLTI❑N F❑ CLEAN-OUT FOR WALL FOR ATTACHMENT TO EXISTING RESIDENCE WOOD -FRAMED WALLS, INSTALL TWO (2) 2x6 WALL STUDS, SP#2, P/T, USING Y2" x 6" H.D.G. LAG BOLTS w/ FENDER WASHERS, 6" FROM ENDS & 12" o/c FOR ATTACHMENT TO EXISTING RESIDENCE CBS WALLS, INSTALL TWO (2) 2x6 WALL STUDS, SP#2 OR BETTER, P/T, USING Y2' x 7" WEDGE - ANCHORS w/ H.D.G. FENDER WASHERS, 6" FROM ENDS & 16" o/c 2x6 DOUBLE TOP -PLATE, SP#2 OR BETTER, NAILED TOGETHER w/ 16d COMMON -WIRE NAILS 0 6" o/c, w/ (16) 16d COMMON -WIRE NAILS EACH SIDE OF SPLICE. SPLICE BETWEEN PLIES TO BE STAGGERED A MIN. OF 48" SINGLE HEADER & SINGLE JACK STUD FOR OPENINGS 48" & NARROWER ADER & DOUBLE JACK STUD DINGS BETWEEN 49" & 96" 1 (3) 2x10 HEADER, SP#2 OR BETTER, w/ Y2" CDX PLYWOOD SANDWICHED IN MIDDLE & NAILED EACH FACE w/ 10d COMMON - WIRE NAILS ® 6" o/c, STAGGERED TO PREVENT SPLITTING 024 UNDE AS R SIMPSON 18 (OR EQUAL) w/ (14) 1113h COMMON -WIRE NAILS EA4T STRAP EACH SIDE OF FHADER r SIMPSON SP -6 (OR EQUAL) STRAPS TOP & BOTTOM OF 2x6 STUDS, w/ (6) 10d x 1Y2' NAILS EACH STRAP -- OMIT WHERE SIMPSON HD3B ANCHORS ARE INSTALLED. 2x6 STUDS, SP#2 OR BETTER, 0 24" o/c 2x6 BLOCKING, SP#3 OR BETTER, 0 MID -HEIGHT OF WALL, TOE -NAILED EACH END w/ (2) 16d COMMON -WIRE NAILS I TOTAL WATTS 1 38,471 1 200 amp PANEL "A" SCHEDULE INSTALL 2x6, SP*3 OR BETTER, P/T, ACROSS ENTIRE GENERAL ELECTRIC BREAKERS CIRCUIT 5, 040 vA EQUIPMENT WATTS WIRE BREAKER CATALOG # AIC RATING 2 POLE 1 MAIN BREAKER = 6, 471 vA #3/0 200 AMPS THQL 21200 10,000 CALCULATION CHART -- PANEL "A" z �- LL INSTALL 2x6, SP#3 OR BETTER, P/T, ALONG REMAINING rn 't w \" 2 POLE 1 AIR HANDLER #1 10,000 #6 60 AMPS THQL 2160 10,000 2 POLE 1 AIR COMPRESSOR #1 USING x 4" TAPCONS, 4" FROM ENDS E 1&" o/c MAXIMUM. 5,500 #10 30 AMPS THQL 2130 10,000 2 POLE 1 ELECTRIC WATER HEATER 5,500 #10 30 AMPS THQL 2130 10,000 1 POLE 2 APPLIANCES © 1,500 WATTS w w 3,000 #12 20 AMPS THQP 120 10,000 2 POLE 1 STOVE & OVEN 5,500 #10 30 AMPS THQL 2130 10,000 - 20 GENERAL LIGHTING 6,471 W oz W f 1 POLE 1 EXTERIOR GFI's SEE CALC. #12 20 AMPS THQP 120 10,000 1 POLE 1 MICROWAVE & EXHAUST FAN SEE CALC. #12 20 AMPS THQP 120 10,000 1 POLE 1 IBATHROOM #1 GFI OUTLETS LTS. SEE CALC. #14 15 AMPS THQP 115 10,000 1 POLE 1 IBATHROOM #2 GFI OUTLETS LTS. SEE CALC. #14 15 AMPS THQP 115 10,000 1 POLE 1 INEW BEDROOM OUTLETS LTS. SEE CALC. #14 15 AMPS THQP 115 10,000 1 POLE 1 NEW BATHROOM OUTLETS LTS. SEE CALC. #12 20 AMPS THQP 120 10,000 1 POLE 1 DISHWASHER SEE CALC. #12 20 AMPS THQP 120 10,000 1 POLE 1 SMOKE DETECTORS SEE CALC. #14 15 AMPS THQP 115 10,000 1 POLE 1 EXTERIOR FLOOD LIGHTS SEE CALC. #14 15 AMPS THQP 115 10,000 1 POLE 1 KITCHEN & LAUNDRY LIGHTS SEE CALC. #12 20 AMPS THQP 120 10,000 1 POLE 1 JBEDRM. #2 LIGHTS OUTLETS SEE CALC. #14 15 AMPS THQP 115 10,000 1 POLE 1 BEDRM. #3 LIGHTS OUTLETS SEE CALC. #14 15 AMPS THQP 115 10,000 1 POLE 1 MASTER BATH LIGHTS OUTLETS SEE CALC. #14 15 AMPS THQP 115 10,000 1 POLE 1 BRKFST. NOOK OUTLETS LIGHTS SEE CALC. #12 20 AMPS THQP 120 10,000 1 POLE 1 KITCHEN LIGHTS SEE CALC. #12 20 AMPS THQP 120 10,000 1 POLE 2 KITCHEN GFCI OUTLETS SEE CALC. #12 20 AMPS THQP 120 10,000 1 POLE 1 DINING ROOM LIGHTS OUTLETS SEE CALC. #12 20 AMPS THQP 120 10,000 1 POLE 2 FAMILY ROOM OUTLETS SEE CALC. #14 15 AMPS THQP 115 10,000 1 POLE 2 FAMILY ROOM LIGHTS SEE CALC. #14 15 AMPS THQP 115 10,000 1 POLE 1 GARBAGE DISPOSAL SEE CALC. #14 15 AMPS THQP 115 10,000 1 POLE 1 MSTR. BEDRM.LIGHTS OUTLETS SEE CALC. #14 15 AMPS THQP 115 10,000 2 POLE 1 NEW WALLA C UNIT 2,500 #10 20 AMPS THQL 2120 10,000 11 SPARES (OR OTHER APPROVED CORROSION -RESISTANT COATING FOR WET AREAS) im 6" o/c EDGE E IN -FIELD. INSTALL 2x6, SP"3 OR BETTER, P/T, ACROSS REMAINING HEIGHT OF WINDOW OPENING, SPACED im 16" o%, E FASTENED EACH END USING (2) 16d HOT -DIPPED GAL- VANIZED NAILS, TOE -NAILED TO SILL PLATE 4 TOP PLATE. Wl"E>r""%-W Nm..� I F= I L. d L - SCALE 1" = 1'-O" WIND❑W REMOVAL & OPENING INFILL_ (INTERI❑R BOTH FACES) PROVIDE TEST TEE I'�r WITH SCREWED COUNTER- SUNK ABS PLASTIC PLUG: TAPERED -THREAD WITH I TFE JOINT COMPOUND. I I I' WHERE CLEANOUT TEE IS CONCEALED IN A CHASE OR PARTITION, - PROVIDE A ROUND IS GAUGE STAINLESS STEEL I COVER WITH BEVELED j EDGES AND FLATHEAD MACHINE SCREW. I a G I d CONCRETE FLOOR SLAB COLUMN OR PARTITION AS SHOWN ON FLOOR PLAN CLEANOUT FACE SHALL BE WITHIN 4" OF WALL SURFACE. PROVIDE PIPE EXTENSION IF REQUIRED. NOTE: PROVIDE WCO WHERE SHOWN ON PLAN, AND ON SANITARY WASTE BRANCHES NOT SERVED WITH A FLOOR CLEANOUT: LOCATE ABOVE FIXTURE FLOOD RIM WITHIN 4' OF FLOOR CONSULT LOCAL CODES FOR OTHER WCO REQUIREMENTS. INWALL GLEP.N-C?UT QETAIL INSTALLTI❑N F❑ CLEAN-OUT FOR WALL FOR ATTACHMENT TO EXISTING RESIDENCE WOOD -FRAMED WALLS, INSTALL TWO (2) 2x6 WALL STUDS, SP#2, P/T, USING Y2" x 6" H.D.G. LAG BOLTS w/ FENDER WASHERS, 6" FROM ENDS & 12" o/c FOR ATTACHMENT TO EXISTING RESIDENCE CBS WALLS, INSTALL TWO (2) 2x6 WALL STUDS, SP#2 OR BETTER, P/T, USING Y2' x 7" WEDGE - ANCHORS w/ H.D.G. FENDER WASHERS, 6" FROM ENDS & 16" o/c 2x6 DOUBLE TOP -PLATE, SP#2 OR BETTER, NAILED TOGETHER w/ 16d COMMON -WIRE NAILS 0 6" o/c, w/ (16) 16d COMMON -WIRE NAILS EACH SIDE OF SPLICE. SPLICE BETWEEN PLIES TO BE STAGGERED A MIN. OF 48" SINGLE HEADER & SINGLE JACK STUD FOR OPENINGS 48" & NARROWER ADER & DOUBLE JACK STUD DINGS BETWEEN 49" & 96" 1 (3) 2x10 HEADER, SP#2 OR BETTER, w/ Y2" CDX PLYWOOD SANDWICHED IN MIDDLE & NAILED EACH FACE w/ 10d COMMON - WIRE NAILS ® 6" o/c, STAGGERED TO PREVENT SPLITTING 024 UNDE AS R SIMPSON 18 (OR EQUAL) w/ (14) 1113h COMMON -WIRE NAILS EA4T STRAP EACH SIDE OF FHADER r SIMPSON SP -6 (OR EQUAL) STRAPS TOP & BOTTOM OF 2x6 STUDS, w/ (6) 10d x 1Y2' NAILS EACH STRAP -- OMIT WHERE SIMPSON HD3B ANCHORS ARE INSTALLED. 2x6 STUDS, SP#2 OR BETTER, 0 24" o/c 2x6 BLOCKING, SP#3 OR BETTER, 0 MID -HEIGHT OF WALL, TOE -NAILED EACH END w/ (2) 16d COMMON -WIRE NAILS I TOTAL WATTS 1 38,471 1 � Lo INSTALL 2x6, SP*3 OR BETTER, P/T, ACROSS ENTIRE EXISTING GENERAL LIGHTING = 1,680.00 SQ. FT. x 3 Va / SQ. FT. = 5, 040 vA WIDTH OF WINDOW OPENING, TOP E BOTTOM. TAI -CON NEW GENERAL LIGHTING = 477.00 SQ. FT. x 3 Va / SQ. FT. = 1, 431 vA TO SILL AND BEAM/LINTEL USING -1/4"0 x 4" TAPCONS, TOTAL GENERAL LIGHTING = IN SILL PLATE & 24" 0/C ALONG LENGTH = 6, 471 vA 4" FROM ENDS d 16" o/c MAXIMUM. All; wcc _5U � � U) m v CALCULATION CHART -- PANEL "A" z �- LL INSTALL 2x6, SP#3 OR BETTER, P/T, ALONG REMAINING rn 't w \" HEIGHT OF WINDOW OPENING, EACH END OF OPENING. LARGEST HVAC LOADS AT 100% 10,000 WATTS CC3 z Q TAPCON TO FILLED CELLS OR COLUMNS OR BLOCK WEBS w Z o Z ~ O U W Q Q z W N U $S z LL USING x 4" TAPCONS, 4" FROM ENDS E 1&" o/c MAXIMUM. FIRST 10 KW AT 100% 10,000 WATTS � Z CL 0 z F \f t3 0 0 0 z g Z Z O 0m 8 o 0 BALANCE AT 18, 471 40% 7,389 WATTS r o LOAD 27, 389 WATTS / 240 VOLTS = 114.12 AMPS INSTALL Y" DUROCK (OR DEN -SHIELD DRYWALL) FOR WET w w ^p o AREAS ON BOTH FACES OF WALL, USING ZINBC-TREATED EXISTING 200 AMP ELECTRICAL PANEL CAN HANDLE THE LOADS (OR OTHER APPROVED CORROSION -RESISTANT COATING FOR WET AREAS) im 6" o/c EDGE E IN -FIELD. INSTALL 2x6, SP"3 OR BETTER, P/T, ACROSS REMAINING HEIGHT OF WINDOW OPENING, SPACED im 16" o%, E FASTENED EACH END USING (2) 16d HOT -DIPPED GAL- VANIZED NAILS, TOE -NAILED TO SILL PLATE 4 TOP PLATE. Wl"E>r""%-W Nm..� I F= I L. d L - SCALE 1" = 1'-O" WIND❑W REMOVAL & OPENING INFILL_ (INTERI❑R BOTH FACES) PROVIDE TEST TEE I'�r WITH SCREWED COUNTER- SUNK ABS PLASTIC PLUG: TAPERED -THREAD WITH I TFE JOINT COMPOUND. I I I' WHERE CLEANOUT TEE IS CONCEALED IN A CHASE OR PARTITION, - PROVIDE A ROUND IS GAUGE STAINLESS STEEL I COVER WITH BEVELED j EDGES AND FLATHEAD MACHINE SCREW. I a G I d CONCRETE FLOOR SLAB COLUMN OR PARTITION AS SHOWN ON FLOOR PLAN CLEANOUT FACE SHALL BE WITHIN 4" OF WALL SURFACE. PROVIDE PIPE EXTENSION IF REQUIRED. NOTE: PROVIDE WCO WHERE SHOWN ON PLAN, AND ON SANITARY WASTE BRANCHES NOT SERVED WITH A FLOOR CLEANOUT: LOCATE ABOVE FIXTURE FLOOD RIM WITHIN 4' OF FLOOR CONSULT LOCAL CODES FOR OTHER WCO REQUIREMENTS. INWALL GLEP.N-C?UT QETAIL INSTALLTI❑N F❑ CLEAN-OUT FOR WALL FOR ATTACHMENT TO EXISTING RESIDENCE WOOD -FRAMED WALLS, INSTALL TWO (2) 2x6 WALL STUDS, SP#2, P/T, USING Y2" x 6" H.D.G. LAG BOLTS w/ FENDER WASHERS, 6" FROM ENDS & 12" o/c FOR ATTACHMENT TO EXISTING RESIDENCE CBS WALLS, INSTALL TWO (2) 2x6 WALL STUDS, SP#2 OR BETTER, P/T, USING Y2' x 7" WEDGE - ANCHORS w/ H.D.G. FENDER WASHERS, 6" FROM ENDS & 16" o/c 2x6 DOUBLE TOP -PLATE, SP#2 OR BETTER, NAILED TOGETHER w/ 16d COMMON -WIRE NAILS 0 6" o/c, w/ (16) 16d COMMON -WIRE NAILS EACH SIDE OF SPLICE. SPLICE BETWEEN PLIES TO BE STAGGERED A MIN. OF 48" SINGLE HEADER & SINGLE JACK STUD FOR OPENINGS 48" & NARROWER ADER & DOUBLE JACK STUD DINGS BETWEEN 49" & 96" 1 (3) 2x10 HEADER, SP#2 OR BETTER, w/ Y2" CDX PLYWOOD SANDWICHED IN MIDDLE & NAILED EACH FACE w/ 10d COMMON - WIRE NAILS ® 6" o/c, STAGGERED TO PREVENT SPLITTING 024 UNDE AS R SIMPSON 18 (OR EQUAL) w/ (14) 1113h COMMON -WIRE NAILS EA4T STRAP EACH SIDE OF FHADER r SIMPSON SP -6 (OR EQUAL) STRAPS TOP & BOTTOM OF 2x6 STUDS, w/ (6) 10d x 1Y2' NAILS EACH STRAP -- OMIT WHERE SIMPSON HD3B ANCHORS ARE INSTALLED. 2x6 STUDS, SP#2 OR BETTER, 0 24" o/c 2x6 BLOCKING, SP#3 OR BETTER, 0 MID -HEIGHT OF WALL, TOE -NAILED EACH END w/ (2) 16d COMMON -WIRE NAILS GRADE'? .,SI PSON HD3B (OR EQUAL) (Z -MAX. TREATED) w/ ( ) °b BOLTS &(1) 0 ALL -THREAD EMBEDDED INTO FOOTING 'A MINIMUM OF 8" & EPDXIED w/ EPCON (OR EQUAL) EPDXY, EACH CORN EACH SIDE OF OPENINGS � Q � • . '•... �: � NEW �OR EXISTING FOOTING R L-A. -r 0 N TYPICAL EXTERIOR WALL OPENING FRAMING & STRAPPING SCALE : N.T.S. a 11 REVISI❑N BY t 2x6 SILL PLATE, SP#3 OR BETTER, P/T, � Lo w/ Y2" O ALL -THREAD, ASTM A-307 OR Z 0 BETTER, EMBEDDED INTO FOOTING A MIN. :S, SP#2 ORB TER, f OF 6" & ATTACHED USING EPCON (OR w/ SINGLE PL E EQUAL) EPDXY & 3" x Y4" SQUARE PLATE DING & OVER ADER WASHERS & NUT, 6" FROM ENDS & BREAKS D IN SILL PLATE & 24" 0/C ALONG LENGTH GRADE'? .,SI PSON HD3B (OR EQUAL) (Z -MAX. TREATED) w/ ( ) °b BOLTS &(1) 0 ALL -THREAD EMBEDDED INTO FOOTING 'A MINIMUM OF 8" & EPDXIED w/ EPCON (OR EQUAL) EPDXY, EACH CORN EACH SIDE OF OPENINGS � Q � • . '•... �: � NEW �OR EXISTING FOOTING R L-A. -r 0 N TYPICAL EXTERIOR WALL OPENING FRAMING & STRAPPING SCALE : N.T.S. a 11 REVISI❑N BY DRAWN BY ; J'. G�,4`I'DOSa-I CHECKED BY, S. C314YDOSH DATE M,41RC,H - 201/o SCALE i 1/4" = V-0" U.N.O. JOB NUMBER(S) i 1520 - 0511 DRAWING 1 m, 103 SHEET 3 ❑F 4 SHEETS t z C15- � Lo Z 0 M 1 5 (m o „z, OV o U a 0 1 L LL r Co All; wcc _5U � � U) m v 0.0m z �- LL rn 't w \" Q 0 CC3 z Q U � U w Z o Z ~ O U W Q Q z W N U $S z LL Zo�Z� F O y N yi Szo,�a00i> W W �� a � Z CL 0 z F \f t3 0 0 0 z g Z Z O 0m 8 o 0 oW -ZW, W z W? W UN r o 3St143dX3 T y 0 a w w ^p o � Z N o z o m (11 = s� W N m Z w W oz W f F to @ Q N 0 4' >4. 40 CO W C7 V wtj(u O y z d rll z O Lo O co aLP) (y) o 0 o 06 I 1 zd- T W L J cy) 0 NWz 0 �� W t') o Iiiiiiiim d' / IL Qom° M 0 O'' .0 w z LL F- J 0 z °m zui J Z Lo = Z W z U LL O Mco CL Q F L w F I cc DRAWN BY ; J'. G�,4`I'DOSa-I CHECKED BY, S. C314YDOSH DATE M,41RC,H - 201/o SCALE i 1/4" = V-0" U.N.O. JOB NUMBER(S) i 1520 - 0511 DRAWING 1 m, 103 SHEET 3 ❑F 4 SHEETS C i • It�rcllr � Ilr SCALE 1/4-11 LAYOUT OF PROPOSED ROOF TRUSSES VALLEY SET STRAP "A" -- TWO (2) SIMPSON MTS -10 (OR EQUAL) STRAPS, w/ (14) 106 x lY" NAILS TO RESIST 1,0001µ UPLIFT EACH, ONE (1) EACH FACE OF WALL, (FLA. PROD. APPROVAL F -1045(o). STRAP "5" -- ONE (1) SIMPSON MTS -18 (OR EQUAL) STRAP, w/ (14) 10d x V2" NAILS TO RESIST 1,0000 UPLIFT. (FLA. PROD. APPROVAL F-1045&). 2x6, SP#2 OR BETTER, P/T, TOP PLATE ATTACHED TO 'UNDERSIDE EXISTING CONCRETE BEAM, USING Y4'0 x 5" TAPCONS, 4" FROM ENDS 12" o/c ALONG LENGTH OF WALL. =ADER ABOVE DOORS & WINDOWS PER DETAIL 4 SHEET S-1.3. -11 BATT INSULATION IN ALL PERIMETER WALLS. STUDS, SP#2 OR BETTER, 24" o/c, w/ 2x6 BLOCKING @ -HEIGHT OF WALL. COVER EXTERIOR FACE w/ Y2" CDX WOOD, APA -12 RATED 40/20, COVERED w/ TYVEX (OR AL) VAPOR -BARRIER, COVERED w/ PAPER -BACKED METAL -1 & 3/8" STUCCO, MATCHING RESIDENCE COLOR & TEXTURE. ASE REFER TO THE WALL STUCCO NOTE TO THE RIGHT. COVER DE FACE w/ Y2" DRYWALL. SILL PLATE, SP#3 OR BETTER, P/T, w/ Y2" O ALL -THREAD, -M A-307 OR BETTER, EMBEDDED INTO FOOTING A MIN. OF & ATTACHED USING EPCON (OR EQUAL) EPDXY & 3" x Y4" )ARE PLATE WASHERS & NUT, 6" FROM ENDS & BREAKS SILL PLATE & 24"O/c ALONG LENGTH it it " FAI! k t W^ I NC =3 a C"" . o4rx"w r I c 4 SCALE CR❑SS—SECTI❑N OF EXTERI❑R WALL END ZONE CALCULATION: SMALLEST OF : 109. OF LEAST HOR. DIM. = (0.10) (15.001) = 1.50' 40% OF SAVE HEIGHT = (0.40) (9.11') = 3.6,11 BUT NOT LE55 THAN : 49. OF LARGEST HOR. DIST. = (0.04) (21.00') = 0.84' V MINIMUM 3.00' GOVERNS -- USE 4.00' FOR DESIGN A = 4.001 NAILING REQUIREMENTS 5/611 CDX PLYWOOD, APA --12 RATED 40/20 ROOF SHEATHING 8d GALV. RINGSHANK NAILS a 611 o% EDGE 4 611 o% IN -FIELD ZONE 121' 8d GALV. RINGSDHANK NAILS im 4.11 o/c EDGE 4 4" o/c IN -FIELD ZONE 11311 : Sd GALV. RINGSHANK NAILS a 4" o/c EDGE 4 4" o% IN -FIELD RQOF NAILING ZQNES NAILING ZONES FOR HIP ROOF SHEATHING WALL STUCCO NOTES: (1) ALL LATH AND LATH ATTACHMENTS SHALL 5E OF CORROSION -RESISTANT MATERIALS. EXPANDED METAL OR WOVEN WIRE LATH SHALL 5E ATTACHED WITH V2" -LONG (38 MM), 11 GAGE NAILS HAVING A 1/16 -INCH (11.1 MM) HEAD, OR 1/6-INCHLONG (22.2 MM), 16 GAGE STAPLES, SPACED AT NO MORE THAN 6 INCHES (152 MM), OR AS OTHERWISE APPROVED. (PER F5C-14, SECTION R103) (2) PER FBG -14, SECTION R102.1 (1), PLASTERING WITH PORTLAND CEMENT PLASTER SHALL 5E NOT LESS THAN THREE COATS WHEN APPLIED OVER METAL LATH OR WIRE LATH AND SHALL 5E NOT LESS THAN TWO COATS WHEN APPLIED OVER MASONRY, CONCRETE, PRE55URE-PRE5ERVATIVE TREATED WOOD OR DECAY - RESISTANT WOOD AS SPECIFIED IN SECTION 8311.1 OR GYPSUM 5ACKING. IF THE PLASTER SURFACE IS COMPLETELY COVERED 5Y VENEER OR OTHER FACING MATERIAL OR 15 COMPLETELY CONCEALED, PLASTER APPLICATION NEED 5E ONLY TWO COATS, PROVIDED THE TOTAL THICKNESS 15 AS SET FORTH IN TA5LE R102.10). (3) ON WOOD -FRAME CONSTRUCTION WITH AN ON -GRADE FLOOR SLAB SYSTEM, EXTERIOR PLASTER SHALL 5E APPLIED TO COVER, BUT NOT EXTEND BELOW, LATH, PAPER AND SCREED. (4) THE PROPORTION OF AGGREGATE TO CEMENTITIOUS MATERIALS SHALL 5E AS SET FORTH IN TABLE R102.1(2). (5) PER FBG -14, A MINIMUM 0.019 -INCH (0.5 MM) (NO. 26 GALVANIZED SHEET GAGE), CORROSION -RESISTANT WEEP SCREED OR PLASTIC WEEP SCREED, WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 31/2 INCHES (89 MM) SHALL 5E PROVIDED AT OR BELOW THE FOUNDATION PLATE LINE ON EXTERIOR STUD WALLS IN ACCORDANCE WITH ASTM C 926, THE WEEP SCREED SHALL 5E PLACED A MINIMUM OF 4 INCHES (102 MM) A50VE THE EARTH OR 2 INCHES (51 MM) ABOVE PAVED AREAS AND SHALL 5E OF A TYPE THAT WILL ALLOW TRAPPED WATER TO DRAIN TO THE EXTERIOR OF THE 5UILDING. THE WEATHER - RESISTANT 5ARRIER SHALL LAP THE ATTACHMENT FLANGE. THE EXTERIOR LATH SHALL COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP SCREED, RAP DDL. TOP PLATE 5TUD5 W/51MP50N U-5TRAP OVER TOP ATE AND DOWN EACH DE W/ (G) I Ocl NAIL5 (PICAQ. K HORIZ. STUD DRACE @ 'ALL MIDHDGHT. -UD5, SEE AN. MP50N "5P" U -STRAP 0ER DOTTOM PLATE 0UPEACH 51DEW/ ) I Ocl NAIL5 (TYPICAL). 12" Ox 9" LONG ALL -THREAD AT 24" O.C. SND 4" MAX. FROM )PENING5 W/3"x3"x1/4" iTEEL WA5HER5 * NUT. FOOTING 5TUD5, 5EE PLAN. EXTERIOR GRADE WOOD W/ Sd RING - ,1K NAILS a (o" O.C. ,E 4 12" o/c IN -FIELD. )LE PLATE IS❑METRICS OF WOOD FRAMED WALLS 2x4 RAT -RUNS, 24" FROM ENDS OF TRUSSES & SPACED @ 8'-0" o/c, w/ ARROWHEADS @ ENDS & 20' ALONG LENGTH OF RATRUNS. 12" vl.F. 4" 5/s" DRYWALL FASTENED TO BOTTOM CHORD OF TRUSS w/ R-30 BATT INSULATION, DEPRESSED 1Y2" AT OUTSIDE EDGE FOR VENTING 4` .. 4.. 4. ° ..r . - z_ 20' 5/85 CDX PLYWOOD, APA -12 RATED 40/20, ATTACHED TO PRE-FABBED TRUSSES @ 24" o/c, PER NAILING DETAIL TO THE LEFT, COVERED w/ 15# FELT PAPER TINTABBED, COVERED w/ SHINGLES TO MATCH EXISTING RESIDENCE w/ SIX (6) NAILS PER SHINGLE. SELF -FURRING METAL LATH COVERED w/ 3/8" STUCCO MATCHING EXISTING RESIDENCE COLOR & TEXTURE, w/ 3" WIDE CONTINUOUS SOFFIT VENTING C 2x6 FASCIA ATTACHED TO TAIL ENDS w/ (2) 16d COMMON -WIRE GALVANIZED NAILS — a w/ 1x2 P/T DRIP STRIP & 2" x 2" = �= GALVANIZED DRIP EDGE, ATTACHED USING - lY4' H.D.G. RINGSHANK NAILS @ 4" o/c (FASCIA TO MATCH EXISTING RESIDENCE) ; (2) — (2) 2x6, SP#2 OR BETTER, TOP PLATE ATTACHED TO WALL STUDS USING SIMPSON SP -6 (OR EQUAL) w/ (6) 10d x Q2" !^ NAILS EACH STRAP -- SAME AT BOTTOM OF WALL. PLEASE VJ REFER TO DETAIL ON SHEET S-1.3 FOR JOINT SPACING & NAILING OF TOP PLATES. O I— U —HEADER ABOVE DOORS & WINDOWS PER DETAIL (' t ON SHEET S-1.3. ♦♦W^^ VJ J Q —R-11 BATT INSULATION IN ALL PERIMETER WALLS. 06z g L.L V 2x6 STUDS, SP#2 OR BETTER, 24" o/c, w/ 2x6 BLOCKING @ MID -HEIGHT OF WALL. COVER EXTERIOR FACE w/ Y2" CDX PLYWOOD, APA -12 RATED 40/20, COVERED w/ TYVEX (OR EQUAL) VAPOR -BARRIER, COVERED w/ PAPER -BACKED METAL LATH & %" STUCCO, MATCHING RESIDENCE COLOR & TEXTURE. PLEASE REFER TO THE WALL STUCCO NOTE TO THE LEFT. COVER INSIDE FACE w/ Y2" DRYWALL. U. U. 2x6 SILL PLATE, SP#3 OR BETTER, P/T, w/ Y2"O ALL -THREAD, O ASTM A-307 OR BETTER, EMBEDDED INTO FOOTING A MIN. OF O 6" & ATTACHED USING EPCON (OR EQUAL) EPDXY & 3" x Y4" 0 SQUARE PLATE WASHERS & NUT, 6" FROM ENDS & BREAKS IN SILL PLATE & 24"% ALONG LENGTH W^Lt. 11113tt SCALE CR❑SS—SECTION OF EXTERI❑R WALL REVISION BY Z _ TRUSS BEARING POINT *I TRUSS BEARING POINT 02 TRUSS BEARING POINT N 3 TRUSS MARK NUMBER UPLIFT (L55) LATERAL I (LBS) I STRAP TYPE UPLIFT (L56) LATERAL (L55) STRAP TYPE UPLIFT (L56) LATERAL (L55) STRAP TYPE A IA30 180 A 1,630 180 A - - - - - - - - - 5 ai0 90 5 810 90 5 - -- --- - - - w w w yF so�og> U'V ? \ Z Ii W N N z w a o U D U' Z g z F z�z -CLo Q� z A $ D --- - -- - -- - -- - -- - -- --- --- --- -I' HJs 460 40 A 200 40 200 40 = V HJs 540 50 A 200 40 = 200 40 = 1' - 9' EJa 350 40 A 200 40 = 200 40 = STRAP "A" -- TWO (2) SIMPSON MTS -10 (OR EQUAL) STRAPS, w/ (14) 106 x lY" NAILS TO RESIST 1,0001µ UPLIFT EACH, ONE (1) EACH FACE OF WALL, (FLA. PROD. APPROVAL F -1045(o). STRAP "5" -- ONE (1) SIMPSON MTS -18 (OR EQUAL) STRAP, w/ (14) 10d x V2" NAILS TO RESIST 1,0000 UPLIFT. (FLA. PROD. APPROVAL F-1045&). 2x6, SP#2 OR BETTER, P/T, TOP PLATE ATTACHED TO 'UNDERSIDE EXISTING CONCRETE BEAM, USING Y4'0 x 5" TAPCONS, 4" FROM ENDS 12" o/c ALONG LENGTH OF WALL. =ADER ABOVE DOORS & WINDOWS PER DETAIL 4 SHEET S-1.3. -11 BATT INSULATION IN ALL PERIMETER WALLS. STUDS, SP#2 OR BETTER, 24" o/c, w/ 2x6 BLOCKING @ -HEIGHT OF WALL. COVER EXTERIOR FACE w/ Y2" CDX WOOD, APA -12 RATED 40/20, COVERED w/ TYVEX (OR AL) VAPOR -BARRIER, COVERED w/ PAPER -BACKED METAL -1 & 3/8" STUCCO, MATCHING RESIDENCE COLOR & TEXTURE. ASE REFER TO THE WALL STUCCO NOTE TO THE RIGHT. COVER DE FACE w/ Y2" DRYWALL. SILL PLATE, SP#3 OR BETTER, P/T, w/ Y2" O ALL -THREAD, -M A-307 OR BETTER, EMBEDDED INTO FOOTING A MIN. OF & ATTACHED USING EPCON (OR EQUAL) EPDXY & 3" x Y4" )ARE PLATE WASHERS & NUT, 6" FROM ENDS & BREAKS SILL PLATE & 24"O/c ALONG LENGTH it it " FAI! k t W^ I NC =3 a C"" . o4rx"w r I c 4 SCALE CR❑SS—SECTI❑N OF EXTERI❑R WALL END ZONE CALCULATION: SMALLEST OF : 109. OF LEAST HOR. DIM. = (0.10) (15.001) = 1.50' 40% OF SAVE HEIGHT = (0.40) (9.11') = 3.6,11 BUT NOT LE55 THAN : 49. OF LARGEST HOR. DIST. = (0.04) (21.00') = 0.84' V MINIMUM 3.00' GOVERNS -- USE 4.00' FOR DESIGN A = 4.001 NAILING REQUIREMENTS 5/611 CDX PLYWOOD, APA --12 RATED 40/20 ROOF SHEATHING 8d GALV. RINGSHANK NAILS a 611 o% EDGE 4 611 o% IN -FIELD ZONE 121' 8d GALV. RINGSDHANK NAILS im 4.11 o/c EDGE 4 4" o/c IN -FIELD ZONE 11311 : Sd GALV. RINGSHANK NAILS a 4" o/c EDGE 4 4" o% IN -FIELD RQOF NAILING ZQNES NAILING ZONES FOR HIP ROOF SHEATHING WALL STUCCO NOTES: (1) ALL LATH AND LATH ATTACHMENTS SHALL 5E OF CORROSION -RESISTANT MATERIALS. EXPANDED METAL OR WOVEN WIRE LATH SHALL 5E ATTACHED WITH V2" -LONG (38 MM), 11 GAGE NAILS HAVING A 1/16 -INCH (11.1 MM) HEAD, OR 1/6-INCHLONG (22.2 MM), 16 GAGE STAPLES, SPACED AT NO MORE THAN 6 INCHES (152 MM), OR AS OTHERWISE APPROVED. (PER F5C-14, SECTION R103) (2) PER FBG -14, SECTION R102.1 (1), PLASTERING WITH PORTLAND CEMENT PLASTER SHALL 5E NOT LESS THAN THREE COATS WHEN APPLIED OVER METAL LATH OR WIRE LATH AND SHALL 5E NOT LESS THAN TWO COATS WHEN APPLIED OVER MASONRY, CONCRETE, PRE55URE-PRE5ERVATIVE TREATED WOOD OR DECAY - RESISTANT WOOD AS SPECIFIED IN SECTION 8311.1 OR GYPSUM 5ACKING. IF THE PLASTER SURFACE IS COMPLETELY COVERED 5Y VENEER OR OTHER FACING MATERIAL OR 15 COMPLETELY CONCEALED, PLASTER APPLICATION NEED 5E ONLY TWO COATS, PROVIDED THE TOTAL THICKNESS 15 AS SET FORTH IN TA5LE R102.10). (3) ON WOOD -FRAME CONSTRUCTION WITH AN ON -GRADE FLOOR SLAB SYSTEM, EXTERIOR PLASTER SHALL 5E APPLIED TO COVER, BUT NOT EXTEND BELOW, LATH, PAPER AND SCREED. (4) THE PROPORTION OF AGGREGATE TO CEMENTITIOUS MATERIALS SHALL 5E AS SET FORTH IN TABLE R102.1(2). (5) PER FBG -14, A MINIMUM 0.019 -INCH (0.5 MM) (NO. 26 GALVANIZED SHEET GAGE), CORROSION -RESISTANT WEEP SCREED OR PLASTIC WEEP SCREED, WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 31/2 INCHES (89 MM) SHALL 5E PROVIDED AT OR BELOW THE FOUNDATION PLATE LINE ON EXTERIOR STUD WALLS IN ACCORDANCE WITH ASTM C 926, THE WEEP SCREED SHALL 5E PLACED A MINIMUM OF 4 INCHES (102 MM) A50VE THE EARTH OR 2 INCHES (51 MM) ABOVE PAVED AREAS AND SHALL 5E OF A TYPE THAT WILL ALLOW TRAPPED WATER TO DRAIN TO THE EXTERIOR OF THE 5UILDING. THE WEATHER - RESISTANT 5ARRIER SHALL LAP THE ATTACHMENT FLANGE. THE EXTERIOR LATH SHALL COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP SCREED, RAP DDL. TOP PLATE 5TUD5 W/51MP50N U-5TRAP OVER TOP ATE AND DOWN EACH DE W/ (G) I Ocl NAIL5 (PICAQ. K HORIZ. STUD DRACE @ 'ALL MIDHDGHT. -UD5, SEE AN. MP50N "5P" U -STRAP 0ER DOTTOM PLATE 0UPEACH 51DEW/ ) I Ocl NAIL5 (TYPICAL). 12" Ox 9" LONG ALL -THREAD AT 24" O.C. SND 4" MAX. FROM )PENING5 W/3"x3"x1/4" iTEEL WA5HER5 * NUT. FOOTING 5TUD5, 5EE PLAN. EXTERIOR GRADE WOOD W/ Sd RING - ,1K NAILS a (o" O.C. ,E 4 12" o/c IN -FIELD. )LE PLATE IS❑METRICS OF WOOD FRAMED WALLS 2x4 RAT -RUNS, 24" FROM ENDS OF TRUSSES & SPACED @ 8'-0" o/c, w/ ARROWHEADS @ ENDS & 20' ALONG LENGTH OF RATRUNS. 12" vl.F. 4" 5/s" DRYWALL FASTENED TO BOTTOM CHORD OF TRUSS w/ R-30 BATT INSULATION, DEPRESSED 1Y2" AT OUTSIDE EDGE FOR VENTING 4` .. 4.. 4. ° ..r . - z_ 20' 5/85 CDX PLYWOOD, APA -12 RATED 40/20, ATTACHED TO PRE-FABBED TRUSSES @ 24" o/c, PER NAILING DETAIL TO THE LEFT, COVERED w/ 15# FELT PAPER TINTABBED, COVERED w/ SHINGLES TO MATCH EXISTING RESIDENCE w/ SIX (6) NAILS PER SHINGLE. SELF -FURRING METAL LATH COVERED w/ 3/8" STUCCO MATCHING EXISTING RESIDENCE COLOR & TEXTURE, w/ 3" WIDE CONTINUOUS SOFFIT VENTING C 2x6 FASCIA ATTACHED TO TAIL ENDS w/ (2) 16d COMMON -WIRE GALVANIZED NAILS — a w/ 1x2 P/T DRIP STRIP & 2" x 2" = �= GALVANIZED DRIP EDGE, ATTACHED USING - lY4' H.D.G. RINGSHANK NAILS @ 4" o/c (FASCIA TO MATCH EXISTING RESIDENCE) ; (2) — (2) 2x6, SP#2 OR BETTER, TOP PLATE ATTACHED TO WALL STUDS USING SIMPSON SP -6 (OR EQUAL) w/ (6) 10d x Q2" !^ NAILS EACH STRAP -- SAME AT BOTTOM OF WALL. PLEASE VJ REFER TO DETAIL ON SHEET S-1.3 FOR JOINT SPACING & NAILING OF TOP PLATES. O I— U —HEADER ABOVE DOORS & WINDOWS PER DETAIL (' t ON SHEET S-1.3. ♦♦W^^ VJ J Q —R-11 BATT INSULATION IN ALL PERIMETER WALLS. 06z g L.L V 2x6 STUDS, SP#2 OR BETTER, 24" o/c, w/ 2x6 BLOCKING @ MID -HEIGHT OF WALL. COVER EXTERIOR FACE w/ Y2" CDX PLYWOOD, APA -12 RATED 40/20, COVERED w/ TYVEX (OR EQUAL) VAPOR -BARRIER, COVERED w/ PAPER -BACKED METAL LATH & %" STUCCO, MATCHING RESIDENCE COLOR & TEXTURE. PLEASE REFER TO THE WALL STUCCO NOTE TO THE LEFT. COVER INSIDE FACE w/ Y2" DRYWALL. U. U. 2x6 SILL PLATE, SP#3 OR BETTER, P/T, w/ Y2"O ALL -THREAD, O ASTM A-307 OR BETTER, EMBEDDED INTO FOOTING A MIN. OF O 6" & ATTACHED USING EPCON (OR EQUAL) EPDXY & 3" x Y4" 0 SQUARE PLATE WASHERS & NUT, 6" FROM ENDS & BREAKS IN SILL PLATE & 24"% ALONG LENGTH W^Lt. 11113tt SCALE CR❑SS—SECTION OF EXTERI❑R WALL REVISION BY Z _ � 00 m Z O_ c O OV o Lu zr oc �T- O o M 0c 3 W F- L-Lj ee W O_ H ==U n -Lo -Ev1z ��� m wm0 0. m .. z Q LL LL O = rn m co o Lo Lo � C�3 Z U 0 � N z Z ~ O 2 o W Q Q W N dS Z I o a F w w w yF so�og> U'V ? \ Z Ii W N N z w a o U D U' Z g z F z�z -CLo Q� z A $ z o a R mfrgw�co� w qN o :3SLLN3dX3 50•.1 V! �+ O T Q M Q �F p e 0 o X s y aa Q co 0 a Z w 5 w m o i = (L 04 o W z 6 N OQ N 0 W j 11-0 ':jud t � o oa V C? �. L-9i;w r ¢ r > a do � a 6; 4 G) is 0..(313 CL z 0 LoM 0 C 1 CO O0M 06 u o o �'l Lu com I I d' T W P MLO 0 T NIjIZ� D v 4 Who � Lo It 00 - LL LL O 0) = O •v w Z w O z co } °m (DZ lgaIll LU z 4t J J o Lo z U ~ cr = Z W of cr U = 0O U am LL Q co 0 DRAWN BY I CHECKED BY, S. G AYDOSH DATE I MARCH - 201( SCALE 1 1/4" = 1'-0" U.N.O. JOB NUMBER(S) I 1520 - 0517 DRAWING r i _ A SHEET 4 OF 4 SHEETS