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HomeMy WebLinkAbout6810 Wire RdI I 1 1— ---- 11 1-- 1----1 1 1 I 1 1 ! II I 1_ -' 11,1 I TERMITE PREVENTI❑N NOTES: COMPLY WITH FBC 2020 7TH ED. SECTI❑N R318 1, A PERMANENT SIGN WITH IDENTIFIES TREATMENT PR❑VIDER AND NEED FOR RE-INSP AND TREATMENT RENEWAL SHALL BE PR❑VIDED, THE SIGN SHALL BE POSTED NEAR THE WATER HEATER ELECTRICAL PANEL FBC 104.26 2, TO ENABLE TERMITE INSPECTI❑N, THE DISTANCE, BETWEEN WALL C❑VERING AND EARTH GRADE SHALL BE 6 INCHES MINIMUM, EXCEPTI❑N: C❑RRISI❑N REISITANT METALS, CEMENTATI❑US FINISHES APPLIED DIRECTLY TO F❑UNDATI❑N. 3, INITIAL TERMITE TREATMENT SHALL BE COMPLETED AFTER ALL EXCAVATI❑N AND BACK FILL IS FINISHED, 4, S❑ILD DISTURBED AFTER THE INITIAL TREATENT SHALL BE RE -TREATED, INCLUDING SPACES BOXED OR FORMED, 5, BOXED AREAS IN CONCRETE FLOORS AND FOR SUBSEQUENT INSTALLATI❑N OF TRAPS, ETC, SHALL BE MADE IN PERMANENT METAL OR PLASTIC FORMS, PERMANENT FORMS MUST BE OF A SIZE & DEPTH THAT WILL ELIMINATE THE DISTURBANCE OF S❑IL AFTER THE TREATMENT, 6, MINIMUM 6 MIL P❑LYFILM MUST BE INSTALLED TO PROTECT AGAINST RAINFALL DILUTI❑N, RETREATMENT IS REQUIRED IF RAINFALL OCCURS BEFORE P❑LYFILM PLACEMENT, 7, CONCRETE ❑VERP❑UR AND M❑RT❑R ALONG THE F❑UNDATI❑N PERIMETER MUST BE REMOVED BEFORE EXYERI❑R S❑IL TREATMENT. 8, ALL BUILDINGS ARE REQUIRED TO HAVE PRE-C❑NSTRUCTI❑N TREATMENT, 9, NO WOOD, VEGETATI❑N STUMP, CARDBOARD, TRASH, ETC, SHALL BE BURIED WITHIN 15 FEET OF ANY BUILDING OR PROPOSED BUILDING, 10, AFTER ALL WORK IS COMPLETED, LOOSE WOOD AND FILL MUST BE REMOVED FROM WITHIN ONE FOOT OF THE BUILDING, THIS CELLULOSE CONTAINING TMATE�2IAL TRAP BOXES, FORMS, OTHER 11. A CERTIFICATE OF C❑MPLIANCE MUST BE PR❑VIDED TO THE BUILDING DEPARTMENT BY A LICENSED PEST CONTROL COMPANY BEFORE A CERTIFICATE OF OCCUPANCY WILL BE ISSUED. THE CERTIFICATE OF C❑MPLIANCE SHALL STATE THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTI❑N OF SUBTERRANEAN TERMITES AND THAT THE TREATMENT IS IN ACCORDANCE WITH THE RULES AND LAW OF THE FLORIDA DEPT, OF AGRICULTURE AND CONSUMER SERVICE. EXISTING CONC. FILLED TIE BEAM MISSING ANCHOR BOLTS @ BEARING WALL EXTERI❑R BEARING WALL: EXTERI❑R BEARING WALL: IN ADDITI❑N TO THE GENERAL PLACEMENT REQUIREMENTS: USE 5/8 DIAMETER X 6" EMBEDMENT BOLTS SPACED A MAXIMUM OF 24" D.C. INTERI❑R BEARING WALL: IN ADDITI❑N TO THE GENERAL PLACEMENT REQUIREMENTS: USE 5/8 DIAMETER X 6" EMBEDMENT BOLTS SPACED A MAXIMUM OF 24" ❑.C„ IF RESISTING UPLIFT LOADS MISSING DOWELS: IN THE EVENT STEEL HAS BEEN INADVERTENTLY ❑MITTED FROM DOWN POUR L❑CATI❑NS, DRILL 5" INT❑ CONCRETE (N❑ CLOSER THAT 3 3/4" FROM EDGES AND 5" FROM ENDS OF CAP WALLS), REMOVE DUST PER MFG'S REC❑MMENDATI❑NS AND USE 2 PART EPDXY TO ANCHOR VERTICAL REINF❑RCEMENT IN PLACE, USE EITHER HILTI C-100 OR SIMPS❑N EP❑XY-TIE, REINFORCING STEEL: REINF❑RCING STEEL SHALL BE ASTM A615 / A615M-12 MIN, GRADE 40, f'y = 40 K51 LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25', #4 BAR 20', #3 BAR 20", ALL DIMENSI❑NS PERTAINING TO THE L❑CATI❑N OF REINF❑RCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSI❑N IS SHOWN TO THE FACE OF THE CONCRETE. REINF❑RCING DETAIL DIMENSI❑NS ARE OUT TO OUT OF BARS, REINF❑RCING MECHANICAL COUPLERS ARE TO DEVELOP 135 OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. DESIGN COVER REQUIREMENTS : C-I-P CONCRETE FORMED AGAINST EARTH :3" C-I-P CONCRETE EXPOSED TO EXTERI❑R : 2" C-I-P CONCRETE NOT EXPOSED : i;j! GROUT FILLED MASONRY 1 �41 WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 DETAIL REINF❑RCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) CONCRETE TYPE DESIGN (f) MODULES OF DESIGN (E C4-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 KBI C-I-P GROUT 3,000 Psi 3,122 Kai CONCRETE SHALL C❑NSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6' AND 7' AT TIME OF PLACEMENT, SEE SPECIFICATI❑NS FOR ADDITI❑NAL CRITERIA, GROUT SHALL C❑NSIST OF PEA ROCK (3/8' MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8' AND 10' AT TIME OF PLACEMENT. SEE SPECIFICATI❑NS FOR ADDITI❑NAL CRITERIA, C❑NSTRUCTI❑N J❑INTS WILL BE PERMITTED METHOD OF CONCRETE F❑RMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATI❑NS AS STATED, EARTH SUPPORTED SLABS (EXCLUDING EXTERI❑R WALKWAYS & DRIVEWAYS) : 3 1/2' MIN. THICKNESS W/ MIN, REINF❑RCEMENT OF 6,0 x 6,0 W/ 1A x 1A WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I,L,❑, WWF @ CONTRACTORS DISCRETI❑N, CONCRETE MASONRY : FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN, LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, TYPE II N❑N-M❑ISTURE CONTROLLED, ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS, THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 1,500 PSI MINIMUM, METHOD OF CONCRETE MASONRY PLACEMENT AND C❑NSTRUCTI❑N SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATI❑NS AS STATED. MORTAR SHALL BE ASTM C270 TYPE 'S' FOR ALL MASONRY C❑NSTRUCTI❑N, DOWEL INT❑ EXISTING TOP TIE BEAM MIN, G" SET IN EPDXY GR❑L. CORNER CELL @ EXISTING MASONRY WALL IS FILLEE CELL W/(1)#5 VERT, S❑IL: MINIMUM S❑IL BEARING PRESSURE CAPACITY OF 2000 PSF, F❑UNDATI❑NS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF ALL S❑IL IS TO BE CLEAN & P❑IS❑NED FOR TERMITES PER FBC 7th ed, (2020), RESIDENTIAL SECTI❑N R318, NEW TO EXISTING CELL SULID W/ C❑NC, C❑NT, VERT, C❑NT, #5 @ TOP TIE BEAM SET IN C❑NC, LAP SPLICES MIN 25" 16" LONG) #5 REBAR - DOWEL 8" INT❑ EXISTING AND NEW WALLS - SET IN EPDXY GROUT (2) #5's @ NEW F❑❑TER TO BE DOWELED INT❑ EXISTING F❑❑TING MIN 8" - SET IN EPDXY GROUT MASONRY WALL CONNECTION NOT TO SCALE (1)#5 RER❑D IN GROUTED CELL LOCATED PER PLAN 25" DOWEL LAP MINIMUM 4" CONCRETE (3000PSI) WITH #10 6X6 MESH ON 6 MIL POLY W ` = VAPOR BARRIER OVER CLEAN COMPACTED P❑IS❑N TREATED Q S❑IL. VAPOR BARRIER > MATERIAL TO BE LAPPED 6"WITH SEAMS TAPED FIBERMESH CAN BE SUBSTITUED 20"W X 12"H STEMWALL F❑❑TINGS WITH 2 EACH #5 (5/8") RODS CONTINUOUS ON CHAIRS -TYPICAL BOTTOM OF FOOTER SHALL BE 12" FROM GRADE STEMWALL FOOTING DETAIL #5 VERTICAL WALL REINS❑RCING ACI 90 STANDARDA IN GROUTED CELL HOOK -EMBED 6' -BOND BEAM W/(1) #5 REBAR = a H Z.i w _ FILLED CELL N o .. /LL z - o - Q > W w ¢ #5 DOWEL ACI STANDARD HOOK J d EMBED 10 MIN LAP w Z 25" MIN W/ VERT, & H❑RIZ. REINF❑RCING w N CONCRETE F❑❑TING REINF❑RCING REBAR ' (SEE F❑UNDATI❑N PLAN) 5' MIN LAP MASONRY WALL FILLED CELL DETAIL TING #5 DOWEL H❑RIZ, REBAR z BEAM REINF❑RCING L IN CORNER Q 1 //-WALLLRE NFORCING H CORNER DETAIL - FOOTING AND FOUNDATION WALL REINFORCEMENT EN 53g06 \`#5 CORNER REBAR GR❑UTED CELL N❑TE1 ALL LAPS SHALL BE 25' MINIMUM CORNER DETAIL - BOND BEAM AND WALL REINFORCEMENT NEW SLAB TIED TO EXISTING SLAB WITH #5 REBAR IMBEDDED 6' INT❑ ❑RIGINAL SLAB AND 12' INT❑ NEW SLAB 4' ❑C MAX NEW ADDITI❑N WALLS TIED TO EXISTING WALLS WITH #5 REBAR IMBEDDED 8' INT❑ ❑RIGINAL WALL AND 12' INT❑ NEW BLOCK WALL (EVERY OTHER COURSE) NOTE: INDICATES 1-#5 REBAR IN FILLED CELL FROM F❑❑TING TO LINTEL, LOCATED AT EACH SIDE OF ALL WIND❑WS AND DOOR ❑PENINGS 6' ❑,C, MAXIMUM SPACING. SEE DETAIL FOR L❑CATI❑NS "'OUNDATION PLAAA _p u I hereby certify that I have reviewed this plan and found it to be in compliance with ASCE 7-16 and the Florida Building Code 2020 7th Edition David W, Smith, P,E, #53608 III I J_ I A 1 1_ 1 1 N 1 ' -- I - I 1- ii 1 - - I 1 _ .I I g1 "N� I 11'RIfpN' ! — tt-I L SHEATHING TO BE 15/32' ❑SB OR 1/2' PLY CDX W/8d RING SHANK NAILS @ 3' D.C. BOUNDARIES, 6' O.C. EDGES & 8' ❑,C. FIELD USE STEEL PLYCLIPS, 2"x 4" TOP CORD BLOCKING ® 48" O.C. FOR FIRST FOUR ROWS OF TRUSSES ® EDGES OF SHEATHING TYP.. BACK NAIL AND TOE NAIL ALTERNATE ENDS W/ (2) 16d NAILS. (2) 2X4 DIAG. BRACING — SPACED ® 48" O.C.. (4) 16d NAILS ® EACH END (TYP) 2X4 DIAG❑NAL ATTACHED WITH (4) 8d X 3 1/2' NAILS INTERSECTING — BL❑CKING S 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 8' MASONRY WALL WITH (l)---j 10dx3" ® 4" O.C. #5 REBAR C❑NT IN KNOCKOUT COURSE BLOCK AND FASCIA DOWNSET TOPCHORD OF GABLE END TRUSS TO RUN 2"x 4" OUTLOOKERS SPACED ® 24" O.C. (1) SIMPSON H5 ® EACH OUTLOOKER "FEBE(SET90% OWLNGTHH (SEE GABLE TRUSS 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 8d RINGSHANK NAILS ® 4" O.C. EDGES AND 8" O.C. FIELD SIMPSON META20 OR LTA1 SPACED ® 24" O.C. 5/8" OR 1/2" CEILING DENSE GYPSUM WALL BOARD FASTENED WITH 8d COOLER NAILS OR 1 1/4" LONG DRYWALL SCREWS COMPLYING WITH ASTM C1002 FOR FIRST 8'-0" FROM END WALL ® 4" O.C. TYP. CABLE END BRACING DETAIL 2X4 TOP PLATE II II �INSULATION 12GYPSUM CEILING BARD 1/2' GYPSUM WALL BOARD 2X4 STUDS @ 16' D.C. 2X4 DRAFTSTOPPING (TYP) @ 24' ❑C, ❑RPCONS EQUAL -\II II��4X4PT BOTTOM C❑NCRETE SLAB ATE '. ..... I .0 5 INTERIOR NON- BEARING WALL NAILING SCHEDULE ALL NAILS ARE d COMMON NUMBER AND SPACING [SOLE LEDGER STRIP 16d 3' @ EA J❑IST PL, TO JOIST OR BLK'G-FACE NAIL 16d 16' D.C. TOP OR SOLE PL. TO STUD -END NAIL 16d 2 STUD TO SOLE PL.-TOE NAIL 8d/16d 3/2 DBL, STUDS -FACE NAIL loci 24' D.C. DBL, TOP PLATES -FACE NAIL loci 16' D.C. CONTINUOUS HD'R TWO PLACES 16d 16' D.C. ALONG EA, EDGE C❑NTINUOUS HD'R TO STUD -TOE NAIL 8d 3 1X8 SHEATHING OR LESS TO EA. BRN'G-FACE NAIL 8d 2 OVER 1X8 SHEATHING TO EA. BRN'G-FACE NAIL 8d 2 BUILT UP CORNER STUDS loci 24' D.C. BUILT UP GIRDERS AND BM'S TO TRUSS MEMBERS loci 32' D.C. @ TOP AND BOTT, AND STAGGERED 2 ENDS @ EA. SPLICE 1/2' GYPSUM SHEATHING 11 GA. 1-1/2' GALV. 7/16' HEAD 4' ON EDGE 8' IN FIELD 5/8' GYPSUM SHEATHING 11 GA. 1-1/2' GALV. 7/16' HEAD 4' ON EDGE 8' IN FIELD 1/2' GYPSUM WALLBOARD 1-3/8' DRYWALL NAIL 7/16' HEAD 7' ON CEILING 8' ON WALLS 5/8' GYPSUM WALLBOARD 1-1/2' DRYWALL NAIL 7/16' HEAD 7' ON CEILING 8' ON WALLS HARD BD, LAP SIDING -DIRECT TO STUD 8d C❑RROSI❑N RESISTANT W/ MIN. SHANK DIA. OF .099' AND A MIN, HD. DIA. OF .24' 16' D.C. @ TOP AND BOTTOM EDGES HARD BD. LAP SIDING OVER SHEATHING 10d C❑RROSI❑N RESISTANT W/ MIN, SHANK DIA, OF ,099' AND A MIN. HD, DIA. OF .24' 16' ❑.C. @ TOP AND BOTTOM EDGES HARD BD. PANEL SIDING DIRECT TO STUDS 8d C❑RR❑SI❑N RESISTANT W/ MIN. SHANK DIA. OF .092' AND A MIN. HD, DIA. OF .225' 6' D.C. @ EDGES AND 12' D.C. @ INTERMEDIATE SUPPORTS HARD BD, PANEL SIDING OVER SHEATHING 10d CORR❑SION RESISTANT W/ MIN. SHANK DIA, OF .092' AND A MIN, HD. DIA. OF .225' 6' O.C. @ EDGES AND 12' D.C. @ INTERMEDIATE SUPPORTS MISSING TRUSS ANCHOR: TRUSSES THAT ARE PLACE SUCH THAT AN EMBEDMENT ANCHOR IS MISPLACED MAY BE FASTENED TO THE MASONRY BOND BEAM USING ONE (1) SIMPS❑N MTSM16 TWIST STRAP W/F❑UR (4) 3/16' X 2 1/4' TAP CON MASONRY SCREWS IN THE BOND BEAM AND NINE (9) 10d NAILS IN THE TRUSS (MAXIMUM UPLIFT CAPICITY = 1200 POUNDS) LEGEND (� HETA20 ® HETA24 UPLIFT CONNECTION - SIMPSON STRONG -TIE MASONRY APPLICATIONS MARK CONNECTOR UPLIFT CAPACITY LATERAL CAPACITY FASTENERS FLORIDA APPROVAL # A HETA20 1810 9-10d X 1-1/2' 11473.3 B HETA24 2365 12-10d X 1-1/2' 11473.3 CAPACITY IS BASED ON CONCRETE EMBEDMENT, REFER TO MANUFACTURER FOR GROUT FILLED CPU, NOTE, ALL SIMPS❑N OR EQUIVALENT CLIPS AND CONNECTORS TO BE FASTENED PER MFGRS SPECIFICATI❑NS AS TO SIZE AND QUANTITY OF FASTENERS TO ACHIEVE MFGRS SPECIFIED RATINGS AND TO BE IN C❑MPLIANCE WITH ISSUED FLORIDA APPROVAL CODE NUMBERS 30 YEAR WARRANTED FIBERGLASS SHINGLES ON 30# FELT PAPER INSTALL R❑❑FING PER MANUFACTURERS SPECIFICATI❑NS FLASHING PER FBC-R 905 RIDGE VENT AS REQUIRED PER FBC R806 SHEATHING TO BE 15/32' 4 PLY CDX ❑R ❑SB, USE STEEL PLY CLIPS FASTEN SHEATHING TO TRUSSES W/Bd RING SHANK NAILS @ 6' ❑.C. EXCEPT 4' ❑,C. FOR FIRST 3 TRUSSES FROM GABLE ENDS WOOD TRUSSES BY THER UN�RE THEM WHENA BEARIN ❑N MAS❑NRYT PLATE(. MAX ATTACH S❑FFIT TO NAILING STRIP MIN. 1X2 NAILING STRIP C❑NTINI❑US ALUM DRIP EDGE ATTACHE PER MANUFACTURERS SPECS VINYL S❑FFIT 2X6 WOOD ggSUB ATTACHED TO pNLAIILS (U(2M)SggEppAFFCFFHTTTTRppUSDDSCOMggMOppN TRIMMIATTACHEDIPERNMANUF�ISPECS. ATTACH S❑FFIT TO FASCIA OR TO NAILING STRIP (NOT SHOWN) J-CHANNEL- VARIES SEE PLAN PRE -CAST CONIC SILL FINISH (STUCCaM 1N 2 02SCOAT PER SPECS FBC-R 703 NOTE, EXTEND DECO FINISH 4' TO BELOW GRADE I 0 R-38 BATT INSULATION (MIN) ATTIC SPACE OPTIONAL BLOWN FIBERGLASS INSULATION 4iAC WE liTH % I6 OLER pip OR ##8 pDRYWALLLL SCREW p�pAgTT�P, MAX IN IN E� E TR gS OSE ? 1/2 ANtI�STE ON TRUSSL AYObT,T FILL ALL( NAILUHOLES Q) COURSE 8'XB' KNOCK -OUT BLOCK FILLED SOLID W/(1) #5 BAR. TYP. AT ALL SOLID WALLS PRECAST CONCRETE LINTEL ATTACHEDNT❑WP T. BUCKS 1Qap. Wi PORACHED PER MARBLE SILL •1X2 P,T. WD FURRING @ 24' O.C. ATTACHED TO BLOCK WITH 3d CUT NAILS @ 12' D.C. MAX R5.6 CELI]TEX 'TUFF-R' INSULATION BD OR EQUIL VANT 1/2' GYPSUM WALLdBOARD 1OXRgT#8THDRBYpWAALNLp�SLCERREW COOLER 81 0 � MAX ATTAC'& TO BLOCK WITH 3d CUT NAILS @ 12' O.C. MAX 3 1/4' BASEBOARD F.F. WALL SECTION WITH WINDOW TABLE R905,2,6.1 CLASSIFICATI❑N OF ASPHALT SHINGLES Maximum Basic Wind Speed, Vult, From Figure R301,2(4) Vasd as determined in accordance with Section R301.213 ASTM D7158 ASTM D3161 110 85 D, G or H D or F 116 90 D G or H D or F 129 100 G or H D or F 142 110 G or H F 155 120 6 or H F 168 130 H F 181 140 H F 194 150 H F I hereby certif y that I have reviewed this plan and f ound it to be in compliance with ASCE 7-16 and the Florida Building Code 2020 7th Edition David W, Smith, PIE, #53608 ijol NN Ulp, SAWN1 30 YEAR WARRANTED FIBERGLASS SHINGLES ON 30# FELT PAPER INSTALL R❑❑FING PER MANUFACTURERS SPECIFICATI❑NS FLASHING PER FBC-R 905 RIDGE VENT AS REQUIRED PER FBC R806 SHEATHING TO BE 15/32' 4 PLY CDX OR ❑SB, USE STEEL PLY CLIPS FASTEN SHEATHING TO TRUSSES W/8d RING SHANK NAILS @ 6' ❑,C, EXCEPT 4' D.C. FOR FIRST 3 TRUSSES FROM GABLE ENDS ENG, RE THE WHENA B A jh . ❑ E RED WOOD ES BY MAS❑NRYTHERS @ PLATES MAX ATTACH S❑FFIT TO NAILING STRIP MIN. 1X2 NAILING STRIP CONTINI❑US ALUM DRIP EDGE ATTACHE PER MANUFACTURL,<S SPECS VINYL SOFFIT 2X6 WOOD SUB ATTACHED TO EACH TRUSS WITH 8d COMMON pNLAIILS (U2MM) SSEppACFFH TTTRUSDDS g qq TRIMM ATTACH1DIPE�NMANUF TPECS.--/ ATTACH SOFFIT TO FASCIA OR TO NAILING STRIP (NOT SHOWN) J-CHANNEL- VARIES SEE PLAN T�/YIPTEH Xj_' TYP. -R-❑-M p FAOOIT�/EER )A L R BL❑CK FINISRH CSTUC OM 1�2402SCOAT PER SPECS F C-R 703 NOTE, EXTEND DECO FINISH 4' TO 6 BELOW GRADE GRADE R-38 BATT INSULATION (MIN) ATTIC SPACE OPTIONAL BLOWN FIBERGLASS INSULATION 1/2' CEILING TYPE GYPSUM BOARD ATTACHED WITH 5d COOLER NAILS OR ##8 pDRYWASLLLL SCREW �pASTT�7' D.C. MAX IN IN L E TR gS IHOd I1 1/2 A AILSTE ONP TRl1SS L AYObT, TEFILLT ALL( NAILUHOLES (1) COURSE 8'X8' KNOCK -OUT BLOCK FILLED SOLID W/Q) #5 BAR. TYP, AT ALL SOLID WALLS PRECAST CONCRETE LINTEL l7 W 2 0 4 1X2 P,T. WD FURRING @ 24' D.C. W ATTACHED TO BLOCK WITH 3d v CUT NAILS @ 12' O.C. MAX R5.6 CELOTEX 'TUFF-R' INSULATION BD OR EQUILIVANT 1/2' GYPSUM WALLBOARD U.N.O. ATTACHED WITH 5d COOLER NAILS 1ORR#8 DRYWALL SLECREW AT 7' D.C. MAX A tkHTLgpff BLOCKRWITH 3d CUT VNAILS @ 12' O.C. MAX i- 3 1/4' BASEBOARD j F.F. EXTERIOR WALL SECTION V --1 11 1 1 p1' i 11 if,, ll __ STRUCTURAL LUMBER INTERI❑R LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER ALL HEADER, BEAMS, COLUMNS ETC, TO BE SYP #2 OR BETTER ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32' EXP 1 OR 7/16' STRUCTURAL 1, U.N.O. ALL PLYWOOD USED FOR INTERIOR APPLICATI❑NS SUCH AS SUB FLO❑RING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.D. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERI❑R APPLICATION. WOOD IN ,CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD, DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE 'DESIGN SPECIFICATI❑N FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES' BY THE ANSI/TPI 1-2007 BCSI UNTREATED W❑❑t SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE, SEAT PLATES SHALL BE PR❑VIDED AT BEARING L❑CATI❑NS WITHOUT WOODEN TOP PLATES, ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8' STUCCO FINISH PER ASTM C, 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8' OVER METAL LATH. FIRST 2 LAYERS 3/8' THICK EACH. 3RD LAYER 1/8' THICK INSTALLATI❑N OF EXTERI❑R LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703,7 FASTENERS AND TIE DOWNS 1 FASTENERS AND TIE DOWNS SHALL C❑NSIST OF BUT ARE NOT LIMITED TO 1 SHAPES, ANGLES, CHANNELS 1 ASTM A36/36M 05 F = 36 Ksi ROUND METAL PIPE I ASTM A53, GRADE B Fy = 35y Ks! SQUARE METAL TUBING I ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS I ASTM A325 MACHINE BOLTS 1 GALVANIZED ASTM A307 SHEET METAL ACCESSORIES SHALL CONFORM TO I Fy = 33KsiWITH G90 GALVANIZED C❑ATING IN ACCORDANCE WITH ASTM A525-87, NAILS SHALL C❑NSIST OF : COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS : 8d = 0.131', 10d = 0.148', 12d = 0,148', 16d = 0.162. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERI❑R APPLICATION ARE TO RECEIVE AN ANTI-C❑RROSIVE C❑ATING BY MANUFACTURER PRIOR TO INSTALLATION. ALL FASTENERS AND TIE DOWNS ARE TO PR❑VIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM, ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATI❑NS, CONCRETE EMBEDDED 'J' BOLTS USED FOR UPLIFT ARE TO BE WET SET PRI❑R TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U,N,O, ALTERNATES TO -J' BOLTS ARE NOTED ON PLANS. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRRIOR TO OR WHILE PLACING GROUT, NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE, FIELD FASTENING SHOULD BE TYPE 'W' 114' DRYWALL SCREWS AT 12' ❑,C, FOR CEILINGS AND 1 DRYWALL SCREWS AT 12' O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBA❑RD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATI❑N) SHALL BE 6' O.C. AT EACH SUPPORT, MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE �-, THIS SHALL APPLY T❑ B❑TH CEILING AND WALL INSTALLATION, DRYWALL SHIMS SHALLE USED ONLY WHERE NECESSARY, OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITH❑UT ADDITI❑NAL TAPING OR CAULKING, DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING, NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. EXTERIOR COVERING R703,7 EXTERI❑R PLASTER INSTALLATION OF THESE MATERIALS SHALL BE IN COMPLIANCE WITH ASTM C926, ASTM C1063 AND THE PR❑VISIONS OF THE CODE, R703,7.1 LATH LATH AND LATH ATTACHMENTS SHALL BE OF CORRISI❑N-RESISTANT MATERIALS. EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 1-1/2-INCH-LONG (38mm), 11 GAGE NAILS HAVING A 7/16-INCH (11.1 mm) HEAD, OR 7/8-INCH LONG (22.2 mm), 16 GAGE STAPLES, SPACED NOT MORE THAN 6 INCHES (152 mm), OR AS ❑THERWISE APPROVED R703,7.2 PLASTER PLASTERING WITH P❑RTLAND CEMENT PLASTER SHALL BE NOT LESS THAN THREE COATS WHERE APPLIED OVER METAL LATH OR WIRE LATH AND SHALL BE NOT LESS THAN TWO COATS WHERE APPLIED OVER MASONRY, CONCRETE, PRESSURE -PRESERVATIVE TREATED WOOD, OR DECAY -RESISTANT WOOD AS SPECIFIED IN SECTI❑N R317.1 OR GYPSUM BACKING, IF THE PLASTER SURFACE IS COMPLETELY COVERED BY VENEER ❑R OTHER FACING MATERIAL OR IS COMPLETELY C❑NCELAED, PLASTER APPLICATION NEED BE ONLY TWO COATS , PR❑VIDED THE TOTAL THICKNESS IS AS SET FORTH IN TABLE R702,1(1) R703,7,2.1 WEEP SCREEDS A MINIMUM 0,019-INCH (0,5 mm) (N❑. 26 GALVANIZED SHEET GAGE), C❑RRISI❑N-RESISTANT WEEP SCREED OR PLASTIC WEEP SCREED, WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3-1/2 INCHES (89 mm) SHALL BE PR❑VIDED AT OR BELOW THE F❑UNDATI❑N PLATE LINE ON EXTERI❑R STUD WALLS IN ACCORDANCE WITH ASTM C926, THE WEEP SCREED SHALL BE PLACED NOT LESS THAN 4 INCHES (102 mm) ABOVE THE EARTH OR 2 INCHES (51 mm) ABOVE PAVED AREAS AND SHALL BE OF A TYPE THAT WILL ALLOW TRAPPED WATER TO DRAIN TO THE EXTERIOR OF THE BUILDING. THE WEATHER -RESISTANT BARRIER SHALL LAP THE ATTACHMENT FLANGE, THE EXTERIOR LATH SHALL COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP SCREED, R703.73 WATER-RESISTANT BARRIERS WATER-RESISTANT BARRIERS SHALL BE INSTALLED AS REQUIRED IN SEDCTION R703.2 AND, WHERE APPLIED OVER WOOD -BASED SHEATHING, SHALL INCLUDE A WATER RESISTIVE VAPOR -PERMEABLE BARRIER WITH A PERFORMANCE AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER, THE INDIVIDUAL LAYERS SHALL BE INSTALLED (INSTALLED IN ACCORDANCE WITH SECTION R703,4) INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS DIRECTLY BETWEEN THE LAYERS, EXCEPTI❑N1 WHERE THE WATER-RESISTANT BARRIER THAT IS APPLIED OVER WOOD -BASED SHEATHING HAS A WATER RESISTANCE EQUAL TO OR GREATER THAN THAT OF 60-MINUTE GRADE D PAPER AND IS SEPERATED FROM THE STUCCO BY AN INTERVENING, SUBSTANTIALLY N❑NWATER-ABS❑RBING LAYER OR DESIGNED DRAINAGE SPACE, R703.7.4 APPLICATION EACH COAT SHALL BE KEPT IN A MOIST CONDITI❑N FOR AT LEAST 48 HOURS PRIOR TO APPLICATION OF THE NEXT COAT. EXCEPTI❑N1 APPLICATIONS INSTALLED IN ACCORDANCE WITH ASTM C926 INCLUDING THE REFERENCE IN ASTM C926 SECTI❑N 8 TO SECTION X1.4.2 OF THE APPENDIX. R703,7,5 CURING THE FINISH COAT FOR TWO -COAT CEMENT PLASTER NOT BE APPLIED SOONER THAN SEVEN DAYS AFTER APPLICATION OF THE FIRST COAT, FOR THREE -COAT CEMENT PLASTER, THE SECOND COAT SHALL NOT BE APPLIED SOONER THAN 48 HOURS AFTER APPLICATI❑N OF THE FIRST C❑AT, THE FINISH COAT FOR THREE COAT CEMENT PLASTER SHALL NOT BE APPLIED SOONER THAN SEVEN DAYS AFTER APPLICATION OF THE SECOND COAT, EXCEPTION: APPLICATI❑N INSTALLED IN ACCORDANCE WITH ASTM C926 INCLUDING THE REFERENCE IN ASTM C926 SECTI❑N 8 TO SECTI❑N X1.4.2 OF THE APPENDIX. TABLE R302,6 DWELLING -GARAGE SEPARATI❑N SEPARATION MATERIAL FROM THE RESIDENCE AND ATTICS EQUIVALENT APPLIED TOGTHEUGARAGE SIDE FROM HABITABLE ROOMS ABOVE THE GARAGE NNRDE❑R EQBIVA�EN�NCH TYPE X GYPSUM STRUCTURE(S) SUPPORTING FL❑❑R/CEILING ASSEMBLIES NOT LESS THAN 1/2-INCH GYPSUM BOARD USED FOR SEPERATI❑N REQUIRED BY THIS SECTION OR EQUIVALENT GARAGES LOCATED LESS THAN 3 FEET FROM A DWELLING NOT LESS THAN 1/2-INCH GYPSUM BOARD OR UNIT ON SAME LOT EQUIVALE'!T APPLIED TO THE INTERIOR SIDE OF EXTERIOR WALLS THAT ARE WITHIN THIS AREA FLASHING SHALL COMPLY WITH R903.2 UNDERLAYMENT SHALL COMPLY WITH SECTION R90511 VALLEYS SHALL COMPLY WITH R905.2,8.2 DRIP EDGE SHALL COMPLY WITH R905.2.8.2 PER FLORIDA BUILDING CODE 2020, 7th EDITI❑N PROPER ATTACHMENT OF SOFFITS PANELS TO RESIST WIND LOADS, IN ACCORDANCE WITH R704.2.1/R702.2.2 PER FLORIDA BUILDING CODE 2020, 7th EDITI❑N ASPHALT ROOF SHINGLES ARE CLASSIFIED IN ACCORDANCE WITH IN ACCORDANCEAWITH OR R90ASTM 2 6.1D FBC 7thSS F EDITION (2020) - RESIDENTIAL, ❑PTI❑NAL1 LEAD BOOT FLASHING W/ INTEGRAL FLANGE SET IN PLASTIC ROOF CEMENT VENT STACK SEE PLUMBING FOR SIZE AND L❑CATI❑NS FLEXIBLE BOOT FLASHING WITH INTEGRAL FLANGE SET IN PLASTIC ROOF CEMENT INSTALL FLANGE OVER SHINGLE AT BASE ----,- INSTALL SHINGLES OVER FLANGE AT HEAD SHINGLE R❑❑FING OVER 15# FELT OVER 7/ 16' OR 15/32' CDX PLYWOOD N❑TES1 1, INSTALL IN STRICT ACCORDANCE WITH MANUFACTURERS WRITTEN INSTRUCTI❑NS 2, APPLY R❑❑FING CEMENT OR SELF -ADHERING FLASHING OVER FLANGE AT HEAD ONLY ROOF PENETRATION FLASHING DETAIL MyKIM01u M:�1i i= UNDERLAPP VENT HOD 2020 FBC RESIDENTIAL SECTI❑N R703,4 FLASHING APPROVED C❑RRISI❑N RESISTANT FLASHING SHALL BE APPLIED SHINGLE FASHI❑N IN A MANNER TO PREVENT ENTRY OF WATER INT❑ THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURE FRAMING COMPONENTS, SELF ADHERED MENBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR FENESTRATI❑N PRODUCTS SHALL BE SEALED AT THE JUNCTI❑N WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 OR ASTM C920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSI❑N AND C❑NTRACTION, ASTM C 1281 AAMA 812 OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT, FLUID APPLIED MEMBRANES USED AS FLASHING IN EXTERI❑R WALLS SHALL COMPLY WITH AAMA 714, THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERI❑R WALL FINISH, APPROVED C❑RR❑SI❑N RESISTANT FLASHINGS SHALL BE INSTALLED AT THE F❑LL❑WING LOCATI❑NS. 1, EXTERI❑R WINDOW AND DOOR OPENINGS, FLASHING AT EXTERIOR WINDOW AND DOOR ❑PENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER RESISTANT BARRIER C❑MPLYING WITH SECTI❑N 703.2 FOR SUBSEQUENT DRAINAGE. MECHANICALLY ATTACHED FLEXIBLE FLASHINGS SHALL COMPLY WITH AAMA 712, FLASHING AT EXTERI❑R WIND❑W AND DOOR ❑PENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE F❑LL❑WING. 1.1 THE FENESTRATI❑N MANUFACTURERS INSTALLATI❑N AND FLASHING INSTRUCTIONS OR THE APPLICATI❑NS NOT ADDRESSED IN THE FENESTRATI❑N MANUFACTURERS INSTRUCTI❑NS IN ACCORDANCE WITH THE FLASHING MANUFACTURERS INSTRUCTIONS, WHERE FLASHING INSTRUCTI❑NS OR DETAILS ARE NOT PR❑VIDED PAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOW AND DOOR ❑PENINGS PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER RESISTANT BARRIER FOR SUBSEQUENT DRAINAGE ❑PENINGS USING PAN FLASHING SHALL BE INC❑RPORATE FLASHING OR PR❑TECTION AT THE HEAD AND SIDES MORE OF THE FOLL❑WING. 1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PR❑FESSI❑NAL 1.3 IN ACCORDANCE WITH OTHER APPROVED METHODS 1.4 IN ACCORDANCE WITH FMA/AMMA 100 FMA/AAMA 200 FMA/WDMA 250 FMA/AMMA/WDMA 300 OR FMA/AAMA/WDMA 400 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY C❑NSTRUCTI❑N WITH FRAME OR STUCCO WALLS WITH PR❑JECTING LIPS ON BOTH SIDES UNDER STUCCO C❑PINGS 3. UNDER AND AT THE ENDS OF MASONRY WOOD OR METAL C❑PINGS AND SILLS 4. CONTINU❑USLY ABOVE ALL PROJECTING WOOD TRIM 5, WHERE EXTERI❑R PORCHES, DECKS AND STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD FRAME C❑NSTRUCTION 6. AT WALL AND ROOF INTERSECTIONS 7. AT BUILT-IN GUTTERS .,,,,-1— , — . - -T T"-•'ISTING WALLS IGINAL WALL THIRD CURSE) EXISTING I TKITE-I EXTERIOR WINDO W FILL IN FLf 50 ► a1i _uLI. I\ ROOF VENTS (OFF RIDGE) DETAIL -';IS I iNG LINTEL STANDARD VALLEY FLASHING ROOF UNDERLAYMENT UNDERLAPMENT TO LAP OVER VALLEY METAL A MINIMUM OF 2' :UT TOP CORNER OF UNDERLAYMENT TO NSURE PROPER DIVERSION OF WATER INT❑ FHE METAL VALLEY VALLEY FLASHING (EXTEND ENTIRE WIDTH OF VALLEY METAL BEYOND ROOF EDGE VALLEY UNDERLA YMENT do FLASHING DETAIL HIP & RIDGE CUT FROM METRIC THREE TAB SHINGLES PREVAILING 5I ---\ WIND DIRECTION `-5 5/8" FAST DIS ANCJ STANDARD MANSARD OR NORMAL WIND AREAS HIGH WIND AREAS 0 0 5" EXPOSURE NEW ADDITI❑N WALLS TIED TO EXISTING WALLS WITH #5 REBAR IMBEDDED 8' INT❑ ❑RIGINAL WALL AND 12' INT❑ NEW BLOCK WALL (EVERY THIRD COURSE) EXTERIOR DOOR FILL IN I hereloy certif y that I have reviewed this plan and found it to loe in compliance with ASCE 7-16 and the Florida Building Code 2020 7th Edition David W. Smith, P.E. #53608 ���`Q•.:NGENSe •• ��i SHINGLE NAILING NOTES: ALL NAILS MUST PENETRATE AT LEAST 3/4" INTO THE WOOD ROOF DECK. NAIL SHINGLES WITH 11 OR 12 GAUGE GALVANIZED NAILS WITH 3/8" DIAMETER HEADS - 6 REQUIRED (AS SHOWN IN "HIGH WIND AREAS") ROOF —TO —WALL FLASHING NOTES: 4" X 5" ANGLE FLASHING - 26 GAUGE GALVANIZED METAL, RUBBER VALLEY FLASHING OR 12" WIDE - 26 GAUGE GALVANIZED METAL WITH SHINGLES OVER THE TOP. MATERIAL SPECIFICATIONS: UNDERLAYMENT SHALL CONFORM TO ASTM D226, TYPE I OR ASTM 4869, TYPE I. ENING FLASHING FOR ASPHALT SHINGLES SHALL COMPLY WITH FBC R905.2.8 ASPHALT SHINGLES SHALL COMPLY TO ASTM D225 OR ASTM D3462. VALLEY LINER • UNDERLAYMENT ROOF SHINGLE 8c FLASHING INSTALLATION SPEC'S NOT TO SCALE REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308,4) IR308,3 HUMAN PS DESI NE D I❑N DSSIINDIVIDUAL T I N R30$L4 GSHAALLD AREAS AS ASTHI EC TEST REQUIREMENTS❑ OF INHAZARDOUS A16D❑CFR,LPART101201 CRITERIA THOSE CATEG❑RY I ❑R CATEGORY II AS INDICATED IN TABLE R308.3,1 EXCEEPITIIOENSSi ED E IN N TH FIRE ESIgT 2, L ❑UVEREDWWIND❑WS AND AL�USIES SHL D❑��PANYD WTTHE SECTION R3pg zNT LOCATIONS SALL COMPANY WITH ANSI Z97,1-14 R308.4 HAZARDOUS LOCATIONS, THE ❑NSIDERED gpE I HqZ THE 1F[&L&p NGIN HSWINGING D❑❑RS EXCEPT CJALSUSIESRD❑US L❑CATIONS FOR THE PURPOSE OF GLAZINGi 2, GLAZING IN FIXED AND SLIDING PANELS ❑F SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASEMBLIES 3. GLAZING IN STORM DOORS 4. GLAZING IN ALL UNFRAMED SWINGING DOORS 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLP❑❑LS, SAUNAS, STEAM ROOMS, BATHROOMS, AND SHOWERS GLAZING IN ANY PART OF A BUILDING WALL ENCLOSURE THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN 24-INCH ARC OF THE DOOR IN A CLOSED P❑SITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES ABOVE THE FLOOR OR WALKING SURFACE 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE L❑CATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE F❑LL❑WING C❑NDITI❑NS, 71 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET. 7.2 BOTTOM EDGE LESS THAN 18 INCHES ABOVE THE FLOOR 7.3 TOP EDGE GREATER THAN 36 INCHES ABOVE THE FLOOR 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES H❑RTIZ❑NTALLY OF THE GLAZING 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE, INCLUDED ARE STRUCTUAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR OR OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EGDE OF THE GLAZING IS LESS THANK 50 INCHES ABOVE A WALKING SURFACE AND WITHIN 60 INCHES HORTIZ❑NALLY OF THE WATER'S EDGE, THIS SHALL BE APPLY TO SINGLE GLAZING AND ALL PANELS IN MULTIPLE GLAZING, 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES H❑RTIZ❑NALLY OF A WALKING SURFACE WHEN THE EXP❑SSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE, 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES H❑RTIZ❑NALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTI❑N WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES ABOVE THE NOSE OF THE TREAD. EXCEPTI❑N, THE F❑LLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS 1. ❑PENINGS IN DOORS THROUGH WHICH A 3-INCH SPHERE IS UNABLE TO PASS, 2. DECORATIVE GLASS IN ITEMS 1.6 OR 7, 3. GLAZING IN SECTION R308,4, ITEM 6, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R308.4.2. ITEM 3, IN WALLS PERPENDICULAR R❑ THE PLANE OF THE DOOR IN A CLOSED POSITI❑N OR WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTI❑N R308.4, ITEM 2. 5. GLAZING IN SECTION R308,43, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDES) OF THE GLAZSING 36 INCHES ± 2 INCHES ABOVE THE FLOOR. THE BAR DHALL BE CAPABLE OF WITHSTANDING A HORIZ❑NTAL LOAD OF 50 POUNDS PER LINEAR FOOT WITH❑UT C❑NTACTING THE GLASS AND BE A MINIMUM OF 1-112 INCHES 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND ❑THE MULTIPLE GLAZED PANELS IN SECTION R308,4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER H❑RTIZ❑NAL (WITHIN 45 DEGREES OF H❑RTIZ❑NTAL SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. LOUVERED WIND❑WS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTI❑N R308,2 8. MIRR❑RS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINU❑US BACKING SUPPORT, 9. SAFETY GLAZING IN SECTI❑N R308,4 IS NOT REQUIRED WHERE, 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISI❑NS OF SECTI❑N 1014 OF THE FLORIDA BUILDING CODE, BUILDING AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES FROM THE RAILING. i ELECTRICAL_, PLUMBING & MECHANICAL_: IN ACCORDANCE WITH CHAPTER 471,003 (2) (1) OF THE FLORIDA ADMINISTRATIVE CODE, ELECTRICAL PLUMBING AND MECHANICAL SYSTEMS SHALL BE DESIGNED BY THE RESPECTIVE CONTRACTOR TO MEET ALL APPLICABLE CODES. THE ELECTRICAL, PLUMBING AND MECHANICAL SYSTEMS DRAWN HEREON ARE BASED UPON A DESIGN PR❑VIDED BY THE OWNER TO ADDRESS HIS/HER REQUIREMENTS, ALL ELECTRICAL OUTLETS IN BATHROOMS, KITCHEN, (WITHIN 6' FEET OR SINKS), GARAGE AND AT EXI ERI❑R L❑CATI❑NS SHALL BE WIRED INT❑ A GROUND FAULT INTERRUPTER "GFI" CIRCUIT, "AFI" CIRCUIT, ALL ELECTRICAL OUTLETS IN BEDROOMS & FIXTURES SHALL BE WIRED INT❑ AN ARC -FAULT INTERRUPTER, SMOKE DETECTORS SHALL BE PLACE IN EACH BEDROOM AND IN HALL WAY AREAS ADJACENT TO BEDROOM AND OTHER LIVING AREAS, GROUND WIRE FORM REBAR TO ELECTRICAL PANEL PER N,E,C, DUCTS IN GARAGE AND DUCTS PENETRATING THE WALLS OR CEILING SEPARING THE DWELLING FROM THE GARAGE SHELL BE CONSTRUCTED OF MINIMUM N❑,26 GAUGE SHEET OR OTHER APPROVED MATERIALS AND SHALL HAVE NO OPENINGS INT❑ THE GARAGE (FBC 6TH EDITI❑N 2017 R309) FLORIDA STATUTE 471 ONLY REQUIRES ENGINEERING ON RESIDENTIAL IF THE COST OF THE INDIVIDUAL PLUMBING, ELECTRICAL, PLECTRICALCAL DI 15❑TANS $ORSOOVER MECH ONICAL250 FIXTURE UNITS PLUMBING, OVER 600 AMPS FBC BUILDING CHAPTER 1 (105,312) PLUMBING NOTES: BATHROOM PLUMBING FIXTURE HEIGHTS1 SHOWER HEAD 77" ABV. SHOWER F,F, SHOWER VALVE 46" ABV. SHOWER F,F TUB/SHOWER HEAD 80" A.F.F. TUB/SHOWER VALVE 30" A.F.F. TUB/SHOWER SPOUT 22" A.F,F, TAP ❑UT�IDE WATER TAP PLUMBING: ALL PLUMBING FIXTURE L❑CATI❑NS ARE TO BE DETERMINED BY THE PLUMBING CONTRACTOR. IN ACCORDANCE WITH CHAPTER 471,003 (2) OF THE FLORIDA ADMINSTRATI❑N CODE) PLUMBING SYSTEMS SHALL BE DESIGNED BY THE RESPECTIVE CONTRACTORS TO MEET ALL APPLICABLE CODES, THE SYSTEMS DRAWN HEREON ARE BASED UPON THE H❑ME❑WNERS/C❑NTRACT❑RS REQUIREMENTS, ALL FIXTURE LOCATIONS MUST BE VERIFIED FROM FLOOR PLAN AND IS THE RESPONSIBILITY OF PLUMBING CONTRACTOR TO PLACE FIXTURES IN CORRECT LOCATI❑N, PLUMBING DRAIN LAYOUT WILL BE DETERMINED IN FIELD BY CONTRACTOR. PLUMBING II F'1 i I - - 1 1 ',11; 1 111, liffilil i i jy111l' I ll---- FYI SMOKE DETECTORS: SMOKE DETECTOR PLACEMENT AND LOCATION SHALL BE CHECKED AT FRAMING. THE PROPER PLACEMENT OF UNITS SHALL BE IN ACCORDANCE WITH THE NATIONAL FIRE PREVENTION CODE SAFETY ACT. MINIMUM REQUIREMENT SHALL BE AS SET FORTH IN 7TH EDITION, 2020 FLORIDA BUILDING CODE AND NFPA-70/NATIONAL ELECTRIC CODE 2017 (NEC2017). CARBON MONOXIDE DETECTORS: EVERY BUILDING FOR WHICH A PERMIT FOR NEW CONSTRUCTION IS ISSUED ON OR AFTER 07/01/08 AND HAVING A FOSSIL—FUEL—BURINING HEATER OR APPLIANCE, A FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON MONOXIDE ALARM INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSED. IN NEW CONSTRUCTION, ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING IS SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS SHALL HAVE BATTERY BACK UP. ELECTRICAL: ALL OUTLETS SHALL BE ON AN AFCI (ARC FAULT CIRCUIT INTERRUPTER) PROTECTED CIRCUIT & TAMPER PROOF, PER 2020 7TH EDITION FLORIDA BUILDING CODE, RESIDENTIAL (PART VIII — ELECTRICAL) NEC 2017: 210.12 — ARC FAULT PROTECTION IS NO LONGER LIMITED TO SLEEPING AREAS AND NOW INCLUDE KITCHENS. NEC 2017: 210.8 — INCLUDE GFCI PROTECTION ON CIRCUITS INCLUDING BUT NOT LIMITED TO OUTDOORS, DISHWASHERS, PORCH AND LANAI. ALL OUTSIDE MECHANICAL EQUIPMENT TO HAVE (1) 110 VOLT GFI WP OUTLET WITHIN 25' OF EQUIPMENT IN SITE PLAN. NOTES: UNLESS ❑THERWISE NOTED 1. ELECTRICAL OUTLETS HEIGHTS AS MEASURED FROM FINISHED FLOOR CENTERED LINE OF THE BOX TO BE: 12' AFF (GENERAL) KITCHEN 44' AFF BATHROOM 39' AFF LAUNDRY ROOM 36' AFF EXTERI❑R WATERPROOF 12' AFF GARAGE GENERAL PURPOSE 42' AFF RANGE 2' AFF 2, ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE P❑SSIBLE 3. ELECTRICAL SWITCHES TO BE 42' CENTERLINE AFF, 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATI❑NAL ELECTRIC CODE, LATEST EDITI❑N, BY LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESP❑NSIBLE FOR THE INSTALLATI❑N & SIZING OF ALL ELECTRICAL, WIRING & ACCESS❑RIES. 5. GROUND WIRE FORM REBAR TO ELECTRICAL PANEL PER N.E.C. 2017 SYMBOL DESCRIPTION SWITCH $3 3 WAY SWITCH $4 4 WAY SWITCH $R RHEOSTAT SWITCH 110 V RECEPTICLE(1/2 SWITCHED) 110 V RECEPTICLE FI 110 V RECEPTICLE - GROUND FAULT 8AFI 110 V RECEPTICLE - ARC FAULT 8wP 110 V RECEPTICLE - WATERPROOF OUTLET 6 220 V RECEPTICLE F81 DUPLEX OUTLET IN FLOOR 8 110 V QUAD 8wP 110 V QUAD WATERPROOF OUTLET ® RECESSED INCANDESCENT {� LIGHT FIXTURE - WALL OR CEILING (TYP) EXHAUST BATH FAN 110 V 50 CFM'S + EXHAUST FAN/LIGHT C❑MBINATI❑N FL❑URESCENT FIXTURE Q� FLOOD LAMPS VANTITY LIGHT co PUSH BUTTON FOR GARAGE OPENER SO]) SMOKE /FIRE DETECTOR/ALARM C&M SMOKE/CARBON MON❑XIDE DETECTOR - COMBO © CARBON M❑N❑XIDE DETECTOR CEILING FAN ONLY CEILING FAN /LIGHT FAN W/L a I DISC❑NNECT MECHANICAL: CONDENSATE PIPING, TAIL ELECTRICAL METER ELECTRICAL PANEL LINES SHALL EXTENSIONS, DISCHARGE AT LEAST OR SPLASH BLOCKS. 12" AWAY FROM THE STRUCTURE SIDEWALL, WHETHER BY UNDERGROUND 2020 FMC, 7TH EDITION -EQUIPMENT DISCONNECT MUST BE WITHIN SIGHT OF THE EQUIPMENT, BATHROOMS MUST BE VENTILATED MECHANICALLY AND EXHAUSTED TO BUILDING EXTERIOR. AIR HANDLER FLOAT SWITCHES ARE REQUIRED TO SHUT DOWN THE UNIT OR OTHER APPROVED DEVICE TO ALERT THE HOME OWNER THAT THE CONDENSATE DRAIN LINE IS NOT WORKING PROPERLY. THERE MUST BE A NOTICE POSTED ON THE ELECTRICAL PANEL ALERTING THE HOME OWNER THAT THE AIR HANDLER IS LOCATED IN THE ATTIC (WHEN APPLICABLE). N OTE: MECHANICAL CONTRACTOR TO DETERMINE UNIT SIZE PER ENERGY CALCULATIONS IN ACCORDANCE WITH CHAPTER 471.003 (2) OF THE FLORIDA ADMINISTRATI❑N CODE, MECHANICAL SYSTEMS SHALL BE DESIGNED BY THE RESPECTIVE CONTRACTORS TO MEET ALL APPLICABLE CODES, THE SYSTEMS DRAWN HEREON ARE BASED UPON THE HOMEOWNERS/CONTRACTORS REQUIREMENTS, D.W. SMITH,M. S.,P.E. #53608 FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608 PROJECTS ENGINEERING CONSULTANT 9909 WALLAST❑N DRIVE—DADE CITY, FL❑RIDA 33525 PHONEI ( CELL) 813-469-2289 E-MA I LI dwsf l pe@earth link, net STUTZMAN ERIC 6810 WIRE ROAD ZEPHYRHILLS, FLORIDA ELECTRICAL SHEET OF SCALE DO NOT SCALE 17 AUG 2021 6OF6 JOB NO, RICK COLLHARDT - DRAFTSMAN DES I GN/DRAWN CHECKED 2021-0921 PHIINFI (CFI I) A 13-781-3651 F-MA TI I rnn l l hnrdtPtmmnnbnv. rr, rnm R. G 0 LLHA R DT D. W. S. P E