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HomeMy WebLinkAboutPRODUCT APPROVAL SUBMITTAL AFFIDAVITPRODUCT APPROVAL SUBMITTAL AFFIDAVIT BUILDING PERMIT: BUILDING ADDRESS: MORNINGSIDE COMMUNITY, LOT 31 BLOCK * PHASE IIA, FT. PIERCE, FL 34945 CONTRACTOR: LISA MOTTRAM FIELD LICENSE NUMBER: 1264695 OPENING SCHEDULE SWING DOORS, OVERHEAD DOORS, SLIDING DOORS, FIXED GLASS, WINDOWS, & SKYLIGHTS: OPENING PRODUCT DESIGN ID PRODUCT MODEL # MANUFACTURER GLASS ATTACHMENT METHOD APPROVAL PRESSURES HEAD: #10 X 2-1/2" WOOD SCREWS SPACED 3" FROM CORNERS, 3" & 6" FROM MULLION. 3068 EXTERIOR SWING DOOR FIBER -CLASSIC THERMA-TRU 3/16" TEMPERED JAMBS: #10 X 2-1/2" WOOD SCREWS SPACED 3" FROM CORNERS, 14" O.C. MAX. SILL: 1/4" DIA. X 2-1/4" TAPCONS SPACED 3" FROM CORNERS, 3" & 6" FROM MULLION. FL15225.5 (MIN) +/- 67.0 PSF MIN SMOOTH STAR STEEL TRACK BRACKET TO WOOD: 5/16" X 1-5/8" LAG SCREW (FULLY THREADED) HEX 16070 OVHD OVERHEAD DOOR MODEL 9100 WAYNE DALTON « >> WASHER HEAD ONE PER BRACKET - (5) BRACKETS TOTAL PER VERTICAL STEEL TRACK FL9174.6 +39.2 -43.7 PSF ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) 8068 S.G.D. SLIDING GLASS DOOR 420 MI WINDOWS AND DOORS 3/16" TEMPERED HEAD: SPACED 6" FROM CORNERS, 17" O.C. MAX. JAMBS: SPACED 6" FROM CORNERS, 17" O.C. MAX. SILL: SPACED 6" FROM CORNERS, 17" O.C. MAX. FL15332.6 +/- 40.0 PSF MIN (MIN) ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) 0 WINDOW SH 185 MI WINDOWS AND DOORS 1 /8" ANNEALED ANCHORS 3" FROM CORNERS, HEAD: 4 ANCHORS, JAMBS: 6 ANCHORS FL17499.2 PSF 0 . 60MIN +/- (MIN) W IMONBM MW YLGESd/AB€3VA6T0FPCCFR8gDRW'(MIM`EMBEMEXC)MENT), WOOD ANCHORS SH 185 MI WINDOWS AND DOORS 1 /8" ANNEALED FROM CORNERS, ARERMWOCWINDOW 3 AT SILL. WOOD ANCHORS: 3"MF FROM CORNERS, 16" O.C. MAX. FL17499.2 +/- 60.0 PSF (MIN) FIXED GLASS FIXED 185 MI WINDOWS AND DOORS 1/8" ANNEALED FL15349.9 +/- 55.0 PSF (MIN) ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) WINDOW SH 185 MI WINDOWS AND DOORS 1 /8" ANNEALED ANCHORS 3" FROM CORNERS, HEAD: 3 ANCHORS, JAMBS: 6 ANCHORS FL17499.2 +/- 60.0 PSF (MIN) ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) 0 WINDOW SH 185 MI WINDOWS AND DOORS 1 /8" ANNEALED ANCHORS 3" FROM CORNERS, HEAD: 3 ANCHORS, JAMBS: 5 ANCHORS FL17499.2 +/- 60.0 PSF (MIN) MASONRY ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT), WOOD ANCHORS FIXED GLASS FIXED 185 MI WINDOWS AND DOORS 1 /8" ANNEALED ARE #10 WOOD SCREW (1-3/8" MIN. EMBEDMENT). MASONRY ANCHORS: 3" FROM CORNERS, FL15349.9 (MIN) +/- 55.0 PSF MIN 3 AT SILL. WOOD ANCHORS: 3" FROM CORNERS, 16" O.C. MAX. BASE SHEET MECHANICALLY FASTENED TO DECK WITH 4" SIDE LAP AND 6" END LAP, WITH UNDERLAYMENT SOPREMA ROOF UNDERLAYMENTS SOPREMA INC. « >> APPROVED NAILS AND TIN CAPS 6" O.C. AT LAP EDGES AND 12" O.C. IN STAGGERED GRID PATTERN BETWEEN OVERLAPS, UNDERLAYMENT ADHERED TO BASE SHEET FL2569.1 TAMCO BUILDING GALV. ROOFING NAILS, 11 OR 12 GA., WITH AT LEAST 3/8" DIA. HEADS, LONG ENOUGH TO ASPHALT SHINGLES HERITAGE « >> PENETRATE THROUGH PLYWOOD. USE 4 NAILS PER SHINGLE PLACED 6-1/8" ABOVE BUTT FL18355.1 PRODUCTS INC. EDGE, APPROX. 1" & 13-1/2" FROM EACH END & 1/2" ABOVE EACH CUTOUT. PROVIDE T-NAILS AT 12" O.C. IN F-CHANNEL SLOT ON MASONRY, PROVIDE TRIM NAILS EXTERIOR SOFFIT ALUMINUM SOFFIT AMERICAN CONSTRUCTION MATERIALS « >> ATTACHED THROUGH FASCIA AT 16" O.C. FL12019 +/- 70.0 PSF (MIN) 24 GA. GALV. EASTERN METAL ALL ANCHORS ARE 1/4" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) HURRICANE SHUTTERS « >> 33 PSF: 16" O.C. SPANS UP TO 5', 9.9" SPANS UP TO 9'-2", 38 PSF: 15.8" O.C. SPANS UP TO 5', FL 11968.3 +70.0 - 80.0 PSF BERTHA STEEL SUPPLY, INC. 8.6" SPANS UP TO 9'-2", 47 PSF: 12.7" O.C. SPANS UP TO 5', 7" SPANS UP TO 9'-2", 54 PSF: STORM PANEL 11.1" O.C. SPANS UP TO 5', 6.1" SPANS UP TO 9'-2" TABLE R301.2(1) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA GROUND SNOW WIND DESIGN SEISMIC DESIGN f SUBJECT TO DAMAGE FROM WINTER DESIGN ICE BARRIER UNDERLAYMENT FLOOD HAZARDS' AIR FREEZING MEAN ANNUAL Speeds Topographic Weathering' Frost line' Termite' LOAD (mph) effects" (NA) CATEGORY depth TEMP' REQUIRED' INDEX' TEMPI N/A See Fig. R301.2(4) N/A Negligible N/A Very 42 N/A See N/A N/A Heavy Survey For SI: 1 pound per square foot - 0.0479 kPa, 1 mile per hour - 0.447 m/s. a. Weathering is "neglible" for concrete as determined from the Weathering Probability Map [Figure R301.2(3)]. The grade of masonry units shall be determined from ASTM C 34, C 55, C 62, C 73, C 90, C 129, C 145, C 216 or C 652. b. Reserved. C. Termite infestation per Figure R301.2(6) is "very heavy." d. Wind speed shall be from the basic wind speed map [Figure R301.2(4)]. Wind exposure category shall be determined on a site -specific basis in accordance with Section R301.2.1.4. e. The outdooe design dry-bulb temperature shall be selected from the columns of 97 1/2-percent values for winter from Appendix D of the Florida Building Code, Plumbing. Deviations from the Appendix D temperatures shall be permitted to reflect local climates or local weather experience as determined by the building official. f. Reserved. g. The applicable governing body shall, by local floodplain floodplain management ordinance, specify (a) the date of the jurisdiction's entry into the National Flood Insurance Program (date of adoption of the first code or ordinance for management of flood hazard areas), (b) the date(s) of the Flood Insurance Study and (c) the panel numbers and dates of all currently effective FIRM and FBFM, or other flood hazard map adopted by the authority having jurisdiction, as amended. h. Reserved. i. Reserved. j. Reserved. k. Reserved. NOTE: THE CELLULOSE INSULATION TO BE USED COMPLIES WITH THE REQUIREMENTS OF SECTION R302.10 AND MEETS THE FLAME SPREAD INDEX OF NOT MORE THAN 25 AND THE SMOKE -DEVELOPED INDEX OF NOT MORE THAN 450. NOTE: THE WALL AND CEILING FINISHES COMPLIES WITH THE REQUIREMENTS OF SECTION R302.9.1 AND MEETS THE FLAME SPREAD INDEX OF NOT MORE THAN 200 AND COMPLIES WITH THE REQUIREMENTS OF SECTION R302.9.2 AND MEETS THE SMOKE -DEVELOPED INDEX OF NOT MORE THAN 450. ATTIC, VENTILATION GALGULATION: VENTILATION REQUIRED: ATTIC, AREA = 2,553.3 50. FT. VENTILATION AREA REQUIRED = 2,201.0 50. FT. / I50 (F.B.G. R506.2) = I4.67 SO. FT. PARAMETERS: LINEAR FEET OF I6" WIDE SOFFIT = 207.2' SQUARE FOOTAGE OF SOFFIT = (207.2' X 1.339 = 275.6 50. FT. NET FREE AREA OF VENTILATION FOR AGM TRIPLE 4 OR QUAD 4 FULL VENT NARROW PATTERN SOFFIT = 11.14 50. IN. / 50. FT. VENTILATION PROVIDED: SOFFIT VENTILATION PROVIDED = 275.6 50. FT. X 11.14 50. IN. / 50. FT. X 150. FT. / 144 50. IN. = 22.47 50. FT. GONGLUSI ON: VENTILATION PROVIDED = 22.47 50. FT. > VENTILATION REQUIRED = I4.67 50. FT., THEREFORE SOFFIT VENTILATION IS ADEQUATE I have reviewed the above product approval information and approved it. Name: Signature: Certification Number: Date: DRAWING INDEX CVR INDEX / PROJECT INFORMATION A-1.0 FOUNDATION PLAN A-2.0 FLOOR PLAN A-3.0 BUILDING ELEVATIONS A-4.0 ROOF / FRAMING PLAN A-5.0 ELECTRICAL PLAN A-6.0 WALL SECTIONS / NOTES A-6.1 WALL SECTIONS / NOTES A-7.0 HVAC PLAN PROJECT & CODE DATA *PLANS DESIGNED TO COMPLY WITH THE 2020 FLORIDA BUILDING CODE (6TH EDITION) TYPE OF CONSTRUCTION: CBS X BUILDING DESIGN: ENCLOSED ULTIMATE DESIGN WIND SPEED:140 MPH NOMINAL DESIGN WIND SPEED: 124 MPH BUILDING CATEGORY: II EXPOSURE: B INTERNAL PRESSURE COEFFICIENT: +/- 0.18 IMPORTANCE FACTOR: 1 MEAN BUILDING HEIGHT: 15' FRAME X OPEN PARTIALLY ENCLOSED 160 MPH X OVERHANG:1.33 FT ROOF PITCH: 6 /12 COMPONENTS AND CLADDING WIND PRESSURES: ROOF DEAD LOAD: (SHINGLES) 17 PSF (TILE) SHUTTERS: YES-X NO IMPACT RESISTANT ASSEMBLY: YES NO X ROOF LOAD: TOP CHORD: BOTTOM CHORD LIVE LOAD: 20 PSF LIVE LOAD: 10 PSF (NON -CONCURRENT) DEAD LOAD: 10 PSF DEAD LOAD: 7 PSF 170 MPH COMPONENTS AND CLADDING WIND PRESSURES PER 2020 FLORIDA BUILDING CODE USING INTERIOR ZONE COEFFICIENTS AREA OF OPENINGS (SQ. FT.) DESIGN PRESSURE 0 to 19.9 27.6 PSF / -30.0 PSF 20 TO 49.9 26.4 PSF / -28.7 PSF 50 TO 99.9 24.8 PSF / -27.1 PSF 100 TO 499.9 23.5 PSF / -25.8 PSF 500 AND ABOVE 20.6 PSF / -22.9 PSF USING END ZONE COEFFICIENTS AREA OF OPENINGS (SQ. FT.) DESIGN PRESSURE 0 to 19.9 27.6 PSF / -37.0 PSF 20 TO 49.9 26.4 PSF / -34.5 PSF 50 TO 99.9 24.8 PSF / -31.2 PSF 100 TO 499.9 23.5 PSF / -28.7 PSF 500 AND ABOVE 20.6 PSF / -22.9 PSF MIGHAEL G. ANDERSON, ARGHITEGT OF RECORD EL. LIG. AROC I7505 1020 SW PRO\/INCETOWN LANE, PORT ST. LUGIE, EL 3, (772)418-2110 PLANS DESIGNED TO MEET THE REQUIREMENTS OF 2020 FLORIDA BUILDING CODE -RESIDENTIAL (7TH EDITI MIGHAEL G. ANDERSON Digitally lichael signed by Michael n d e rs Anderson Date: n 2021.08.31 08:34:21 -04' FL. LIG. AR0017305 PLAN REVIEW REVISIONS MASTER PLAN REVISION 8-20-20 C O CYD rn� CO LO rn r CV O CD W CV C) J � X M Q Lu z C) J CD Jm000CV J r W LL CD ZOQ U Ir � � LU Z � O C"M 0- LU J LU PROJECT NO. 17-015-031 DATE DRAWN 7-15-21 DRAWN BY MCA BERMUDA 1674 B LIVING 1674 SQFT GARAGE 385 SQFT LANAI 160 SQFT ENTRY 54 SQFT TOTAL 2280 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 13,392 CUBIC FEET SHEET UK tlLt- I IC, I RINK SGHEMAT I G PLUMBING, RISER I T— I r- Ln 15'-0" 36 "X36 "X16" DEEP GONG. FTC. W/ 3-#5 E.W. F 25'-0" '-O" 3'-10" 4'-0" 4'-2" 3'-10" 7'-2" G � � L 1_ -i I I A 1 B I Lu 1 1 In ■ I o � I ■ I I cn 3'-a Wa" 5'-2" 3'-a Wa" 7'-3 Ile," I 16-5 3/ " ■ J tp EGESS - SLAB FOR N I L HB I S.G.D. I W L V ■ I REGESS SLAB 1 3 1/2" FOR SHWR. SHWR. TUB/ 11 SHWR. 1 11 4" 2500 PSI GONG. SLAB W/ FIBER MESH, ON & ■ I I i i 1100 VAPOR BARRIER OVER1OLY 1 O -O 11 O TERMITE TREATED GLEAN I ■ FILL GOMPATED TO A 11 MINIMUM DENSITY OF 15% AS 1 REFERENGE 11 O DETERMINED BY ASTM D-1557 1 FINISH FLOOR 11 ■ I a'-10 3/4" I. SINK 1 1 INDIGATES G.M.U. CELL FILLED 1 W/ W/ GONGRETE AND (1) #5 VERT. DISP.1 1 REBAR GONT. FROM FOOTING 1 1 I I TO TIE BEAM (TYPICAL O�II II O11 1 la 23/8 11 II I ■I HI A i A / -0'-4" GHASE FOR ELEGTRI G- 1 - _ _ _ _ _ - - - - - - - NH TO ISLAND 1 AHU ■ �i�/ m 1 A/G -I - �_ 1 GHASE I HI I ■ Lu 1 1 ■ 1 I r 1 I■ ■■ 1 0 1 �f ■ 1 I 1 D 1 I Lu I I D- ■ 1 I ■ ■ I SLOPE DOWN I" 1 A I I F AT GAR. DOOR 1 1 I I r I 1 LL--------------j DI Im 0 e 20'-0" X HB O �n G O r .N O cn O U) I O I r Qn 6x6 - IOxIO WWF 1u OR FIBER MES CON 6x6 - IOxlO WWF SLAB OR FIBER MESH < GONG. 8 �, SLAB ARI ES J - - - GRADE 5 �- - O 2-#5 _ 2-#5 BARS " BAR - g 1'-4BARS A DETAIL g DETAIL G DETAIL I 1 I 6x6 - IOxI0 WWF GON . w_ OR FIBER MESH -- SLAB - GONG. 11-011 SLOPE Q SLAB—] �tJ = --- --• - GRADE 2_#5--- _ GRADE 2-#5 12"(MIN) BARS BARS BELOW - a" ' I -4 11-411 D DETAIL F DETAIL I I O w GONG. `p SLA!7 < g.. HI DETAIL I GONG. SLA !� GI DETAIL I 42" X 42" A/G PAD GONG. 1-#5 SLAB-7BAR d G DETAIL I 5 1/2" (FRAME) 7 5/a" (BLOCK) w GONG. SLA Q m > 2-#5 1'-4" BARS J DETAIL - S.G.D. I 1-#5 GONG. BAR SLA 1allI w DETAIL H L I GONG. 2-#5 SLAB-7 BAR O 1'-4 11 4" 4" K DETAIL I GON all VARIES all SHOWER SLAB GON . REGESS SLAB m AT WALL --- ---- GRADE cv SHOWER p REGESS 2-#5 _I m BARS L DETAIL M DETAIL' 1-411 I I D I AC ONAL D I STANGE DIMENSION FROM INSIDE GORNER OF FORME30ARDS AG = -71'-0" E3D = -11_O1I DIMENSIONS ARE ROUNDED TO THE CLOSEST INCH PIPE SLEEVE (DIA. LARGER THAN PIPING THRU FTC.) 51, MIN. FTG.PER DEPTH 3" MIN. 3"MIN._ DETAIL FOOTING REBAR TRANSITION P I PE THRU PF FTC. DETAIL I NOTE: ALL FOOTINGS DESIGNED FOR 2,500 PSF SOIL BEARING GAPAG 1 TY FOUNDATION PLAN SCALE 1/4'' = 1'-0" MIGHAEL G. ANDERSON, ARGHITEGT OF REGORO FL. LIG. AROOI7305 1020 SW PROVINGETOWN LANE, PORT ST. LUGIE, FL 34g53 (772)415-21 la PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2020 FLORIDA BUILDING GODE-RESIDENTIAL (7TH EDITION) MIGHAEL G. ANDERSON Digitally lichaelsigned by Michael n d e rs Anderson Date: n 2021.08.31 08:34:44-04'00' FL. LIG. AROOI7505 PLAN REVIEW REVISIONS MASTER PLAN REVISION 8-20-20 � q � CYD � r ^� O to LO rn _o W co N U 1= M �0 J Z75 in X QLL� uj Z J cl: O CO J m O N r� J /ram LuLL CO V ZOQ�U E LLI �U) Z O � IL W J Lu H PROJECT NO. 17-015-031 DATE DRAWN 7-15-21 DRAWN BY MCA BERMUDA 1674 B LIVING 1674 SQFT GARAGE 385 SQFT LANAI 160 SQFT ENTRY 54 SQFT TOTAL 2280 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 13,392 CUBIC FEET SHEET A 1m0 RNG REF KIT. AT RNO./REF . KIT. AT DINING RM. 42'' H. WA NOTES: c 1. WOOD STUD SPAG I NG: (UNLESS OTHERWISE NOTED ON PLANS) -EXTERIOR FRAME WALLS AT 16" O.G. -INTERIOR FRAME BRO. WALLS AT 16" O.G. -INTERIOR FRAME NON-BRO. WALLS AT 24" O.G. -KITCHEN CABINET WALLS AT 16" O.G. 2. FRAME WALLS ARE DRAWN 3 1/2" WIDE UNLESS OTHERWISE NOTED OPEN TO BEYOND ^ SINK o� � MmmIZE 11 m -3" FILLER DW KIT. AT ISLAND WALL MTD. LTT 5. GONG. BLOCK WALLS ARE DRAWN 7 5/8" WIDE UNLESS OTHERWISE NOTED 4. TOOL GONG. BLOCK JOINTS INSIDE GARAGE WALLS (BRUSH $ GLEAN) 5. DOOR 4 WINDOW ROUGH OPENINGS SHALL BE PROVIDED BY BUILDER 6. TOP OF TYP. BEARING WALL +5'-0" UNLESS OTHERWISE NOTED 7. HEIGHTS ARE MEASURED ABOVE TOP OF FOYER SLAB 8. SEE STRUGTURAL NOTES FOR ADDITIONAL INFORMATION III 1111111111111111111111111111111 000000 --�- Mmmmmz ■■■■■■ ■■■■■■1 ■■■■■W ■■■OHO' GE■■■■ ■■■■■■ isoon■■■■■■ ■■■■■■ MENNENMENNEN vnS FL vnl+L M. BATH VAN IT)" �r O � zo- cn } O W.G FILLER BATH 2 WALL MTD. LT. �GER. TILE 42" H. WALL i MIRROR GER M.G. TILE LAV 00 TUB INTFRIOR F1 FV_ NOTF-�): I. BATHROOM TOWEL BARS AT 54" A.F.F. 2. BOTTOM OF MEDIGINE CABINETS AT 54" A.F.F. 5. TOP OF BATHROOM SHOWER TILE TO GEILIN6. 4. SHOWER HEADS AT 6-8" A.F.F. 13'-0" TOP OF BLOCK I TOP OF BLOGK 101_dll d K;-- A A S K 1, 2'-4" Je 12'-0" 25'-0" O HOR. HT. DOOR SGHEDULE O SIZE FRAME AREA U FAGTOR SHO G Q REMARKS 1 5065 SWING I EXT. DOOR 2 806& S.G.D. g6X80" 55.5 S.F. .55 .25 EXT. DOOR 3 2868 SWING I SOLID GORE 4 1668 SWING I INT. DOOR 5 2868 POCKET 2 INT. DOOR 6 2868 SWING 4 INT. DOOR 7 4068 BIPASS I INT. DOOR 8 2468 SWING S INT. DOOR Cl 2068 SWING I INT. DOOR 10 16070 OVHD. DR. I GARAGE DOO WINDOW SGHEDULE O SIZE FRAME AREA U EAGTOR SHO G 0 REMARKS A 25 SH 36 "X62" 15.5 S.F. 4q 24 I MUNTI NS MULL TO "B" AA I H5 SH 26.5 "X62" 11.4 S.F. 2 MUNTI NS MULL TO "A" B 38" W. HALF RND. ARGH TOP 38.0 "R 3.q S.F. 47 .24 I 5 L I TE MULL TO "A" G 35 SH 52.125 "X62" 22.4 S.F. .55 .22 D 25 SH 36"X62" 15.5 S.F. 4q .24 5 E 52" W. HALF RND. ARGH TOP 32.0"R 2.5 S.F. 47 .24 I I. WINDOWS, DOORS, AND GARAGE DOORS SHALL COMPLY W 1 TH 2O20 FLORIDA BUILDING CODE W 1 NDLOAD AND EMERGENGY EGRESS REQUIREMENTS. TOP OF ARCH +10'-4" A.F.F. TOP OF BLOCK AT LIVING +q'-4" A.F.F. NOTE: WALL SHEATHING TO SPAN AGROSS JOINT BTWN. SOFFIT FRMG. AND ROOF TRUSS BOTTOM GHORO r ENTRY ROOF 2x4 BLK6. BTWN. 26" RAD. ARCH 2x4 @ 4" O.G. ARCH FRMG. cS� m 2x4 X-BRAG I NEB i N (2)2x4 AT EA. SIDE OF OPNO. 4'-0" 20" WIDE SOFFIT AGROSS ENTR'i' GONG. BLOCK WALE FLOOR PLAN ICJY ENTR T" SOFFIT SCALE 1/4'' = 1'-0" MIGHAEL G. ANDERSON, ARGHITEGT OF RECORD FL. LIG. AROOI7305 1020 SW PROVINGETOWN LANE, PORT ST. LUGIE, FL 34g53 (772)418-2118 as PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2020 FLORIDA BUILDING GODE-RESIDENTIAL (7TH EDITION) TOP OF 2x4 KNEE WALL AT ENTRY SIDE WALL +11'-0" A.F.F. 2x4 KNEE WALL TOP OF BILK. AT GARAGE +8'—O" A.F.F. MIGHAEL G. ANDERSON Z lichael Digitally sign by Michael n d e rs Anderson Date: n 2021.08.31 08:35:01 -04' FL. LIG. AROOI7505 PLAN REVIEW REVISIONS MASTER PLAN REVISION 8-20-20 � q � CYD r ^� O N LO r rn CDrn /� r C-0 W m N U�rl,-- �0 J � 't X � Q LL 00 ui Z J cl: C) Cfl J CO O � N J r �w�ccoo(D ZOQ�U uj U) ir Z � C\j O CY) D_ W J W H PROJECT NO. 17-015-031 DATE DRAWN 7-15-21 DRAWN BY MCA BERMUDA 1674 B LIVING 1674 SQFT GARAGE 385 SQFT LANAI 160 SQFT ENTRY 54 SQFT TOTAL 2280 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 13,392 CUBIC FEET SHEET A 2mO NOTES: 6"H. RAISED TRIM (PROJ. 3/4") 6"x6" SCORED DETAIL GEMENTI TI OUS GOATING ON LA TOP OF ARGH +10'-5" A.F.F. MEN in 111, loll i f / 8 "H. RA I SED—� TRIM (PROD. 5/4") 20" H. ARCH SOFFIT PER DETAIL ON SHT. 2 RIDGE HEIGHT +1&'-7" A.F.F. ENTRY GE I L I O+II-0" A.F.F. I. HALL FENESTRATION PER FBGR 2020 703.4 2. PROVIDE FLASHING BETHEEN SLOPED ROOF AND VERTICAL HALL INTERSEGTIONS, FLASHING SHOULD BE CONTINUOUS OR STEP FLASHING IN GONTINUOUS BED OF ROOFING CEMENT. 5. PROVIDE SEALANT PAINTED ON WINDOW / DOOR BLOCK HALL OPENINGS WITH IX BUCKS ATTAGHED WITH MASONRY NAILS, APPLY SEALANT OVER 6"x6" SCORED INSTALLED BUCKS - SEALANT TO BE SHERHIN HILLIAMS GONFLEX OR DETAIL EQUIVALENT. FRAMED HINDOH OPENINGS SHALL HAVE TAPED WINDOW FLASHING - WINDOW WRAP BY HFM MANUFAGTURING (SEE DTAIL ON SHEET A6.2). GEMENTITIOUS GOATING ON LATH 16" OVERHANG TYPIGAL UNLESS OTHERHISE NOTED 16"(P FOAM 1/2 GOLUMNS H/ 5" HALF RND. TRIM AT TOP/BOTTOM —V FRONT ELEVATION 8"H. RAISED TRIM (PROD. 3/4") MATCH TRIM HT. AT BR. 3 WINDOW SGALE 1/4" = 1'-0" 12_ TOP OF BLOCK O — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — +ci'-4" A.F.F. TOP OF BLOCK 16�— +8'-O" A.F.F. G.J. — — TOP OF SLAB +0'-0" A.F.F. O O O TOP OF BLOCK _ � GEMENTITIOUS GOATING ON O BLOCK O O Ix3 OR Ix4 P.T. BUCK SFr IN SEALANT AND NAILED M-1/2" CASE HARDENED COIL NAILS AT 12" O/G. MAX DRYWALL BOARD GAULKIN& ALUMINUM FRAME FASTEN TM¢U BUCK W/ 3/16 x3 1/4" TAPCON SCREWS ® 24" O/G MAX. IN PREDRILLED HOLES BY MAht FACTURER PERIMETER CAULKING GEMENTITIOUS FINISH HEAD DETAIL STUGGO FINISH PERIMETER CAULKING GONG. OR MASONRY Ix4 OR Ix6 P.T. BUCK SET IN SEALANT AND NAILED W/1-1/2" CASE HARDENED COIL NAILS AT 24" O/G. MAX. DRYWALL BOARD CAULKING FASTEN THRU BUCK W/ W/ 3-1/4" x 1/4" (MIN) TAPGONS AT 24" O/C. MAX IN PREDRILLED HOLES BY MANUFACTURER JAMB/HEAD DETAIL REAR ELEVATION ALUMINI1 FRAME FASTEN THRU BUCK W 3116 x3 1/4" TAPCON SCREWS ® 24" O/C MAX IN PREDRILLED HOLES BY MAR FACnMW PERIMETER CAULKIN6 GEMENTITIOUS FINISH GONG. OR MASONRY Ix3 OR Ix4 P.T. BUCK SET IN SEALANT AND NAILED W/1-1/2" GASP HARDENED COIL NAILS AT 12" O/G. MAX. DRYWALL BOARD CAULKING JAMB DETAIL WIND❑W SGALE 1/4" = 1'-0" ALUMINUM FRAME SECURE FRAME TO SILL WITH SILICONE V,--GAUL0KIN6 Ooo 0 0 00 o .Oa LPRECAST OR POURED SILL PERIMETER GAULKIN6 DOOR FRAME FASTEN TO SILL {W #6 x P SCREWS ® 2'-0" O/C <-- � 0 FLOOR COVERING 0 oOo o. 'd &ROUT BED CONCRETE BLAB SILL DETAIL (SOD) SILL DETAIL WIND❑W 1'-2 7/0" 0 1'-2 7/8" TOP OF SLAB +0'-0" A.F.F. — LEFT ELEVATION GEMENTITIOUS COATING ON BLOCK SGALE 1/4" = 1'-0" 20" SIDE HALL RETURN O O — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — GEMENTITIOUS GOATING ON BLOCK 20" SIDE HALL RETURN O F(D O O - P.T. (2) 2X4 BUCK - = CONNECT TO i_ u I 2 7/8 BLOCK H/ 31(b" x 3" 12'-4" TAPGONS (1 1/4" MIN. EMBEDMENT OINTO BLOCK) OVERHANG SEPARATIONS GONG. OR MASONRY DRYWALL BOARD h P.T. BUCK 5E7 IN EALANT AND SECURED W ASE HARD NAILS ® 12" O.G. (MAX) DOOR TRIM BOOR FRAME FASTENED THROIkSH BUCK V 3-1/4" x 1/4" (MIN) TAPCONS, M (1) TAPCON MIN FROM EA. C4RNE:9- AND EO. SPACED TAPCONS ON EA. VERTICAL E6 W/ MIN. EMBED OF 15/6" BOOR TRIM ERIMETER CAULKIN6 _WCO FINISH HEAD/JAMB DETAIL EXT DOOR 1/4" = 1'-0" DOOR THRESHOLD SET IN BED OF CAULK d FASTENED TO SILL W/ #6 x 1 1/2" SGRENS ® 16' O/C PERIMETER GAULKIN6 ;ONG. FLOOR SLAB 'ER/PETER CAULKIN& .:ONCRETE SLAB SILL DETAIL EXT DOOR WINDOW PRESSURE CHART I60 MPH TAG PRESSURES ZONE 5q•Ft 10 +27.6 / -50.0 4 O-Iq.q O2 +26.4 / -28.7 4 20-4q.q O +24.8 / -27.1 4 50-qq.q O4 +23.5 / -25.8 4 100-4gq.q O5 +27.6 / -37.0 5 O-IciA O +26.4 / -34.5 5 20-4q.q O +24.8 / -31.2 5 50-qq.q O +23.5 / -28.7 5 100-4gq.q O +25.5 / -25.7 INT. 112 R CHT T ON PRECAST LINTEL AT TOP BLOCK COURSE TOP OF BLOCK HALL 2X4 VERT. BRACES 1/2" GDX PLYWOOD PANEL (BOTH SIDES) NAILED TO BUCK H/ Sd NAILS AT 4" O.G. 2x4 SOLID BLOGKING (FULL WIDTH OF HALL) BTHN. PLYHD. ARCH FACES H/ (3) IOd NAILS THRU O.S.B. INTO EA. 2x4 BUILT-UP PLYWOOD OR MA50NITE BUCK - SCRIBE BACKSIDE TO FIT ARCH. CONNECT H/ 8d NAILS SEGT I ON A -A 2x4 VERT. AT EA. F, ARCH H/ (3) IOd NAI EA. END TOE NAILEE IOd AT BUCK 2x4 50LID BLOGKIN( WIDTH OF HALL) BTP PLYHD. ARCH FAGE� IOd NAILS THRU 0.5.E EA. 2x4 P.T. (2) 2X4 BUCK CONNECT TO BLOC x 3" TAPGON5 (1 1/, EMBEDMENT INTO E I"x3"BUCK CONTINUOUS ARGH IN MASONRY OPNC. DETAIL MIGHAEL G. ANDERSON, ARGHITEGT OF REGORD FL. L I G. AROOI7305 1020 SH PROVINGETOHN LANE, PORT ST. LUGIE, FL 34g53 (772)40-2118 PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2020 FLORIDA BUILDING CODE -RESIDENTIAL (7TH EDITION) PRECAST LINTEL AT TOP BLOCK COURSE 1/2" COX PLYWOOD PANEL (BOTH SIDES) NAILED TO BUCK H/ 8d NAILS AT 4" O.G. BUILT-UP PLYWOOD OR IA50NITE BUCK - SCRIBE sAGK5I DE TO FIT ARCH. ONNEGT H/ 8d NAILS INE OF :EGTANGULAR :OUCH OPENING MIGHAEL G. ANDERSON Aichaesigned Digitally bY Michael Anderson nders Date: 2021.08.31 pn 08:35:16 -04'00' FL. LIG. AROOI7505 PLAN REVIEW REVISIONS MASTER PLAN REVISION 8-20-20 LO Ln T o ern�/'�) T Cyr W cfl N J ~ � J co Q Q LL � Z 0JBCoCfl J m O co N J r ErW�(.0(D zOQ�U n Lu Cn Z O co W W J W PROJECT NO. 17-015-031 DATE DRAWN 7-15-21 DRAWN BY MCA BERMUDA 1674 B LIVING 1674 SQFT GARAGE 385 SQFT LANAI 160 SQFT ENTRY 54 SQFT TOTAL 2280 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 13,392 CUBIC FEET SHEET A 3mO SRAM I NCc NOTES: I. DESIGN LOADS: HIND: 160 M.P.H. AT 3 5EGOND BURST ROOF: 37 PSF (20 L.L./17 D.L.) 2. #2 OR BETTER 2x4 BLOGKING AT 4'-0" O.G. WITH 2 EA. 16d TOE NAILED EAGH SIDE (DIAPHRAM AREA) 3. AT BLOCK/STRUGTURAL FRAME HALL GONNEGTION, PROVIDE 1/2" DIA. GOUNTER5UNK ANCHOR BOLTS H/ 2-1/4" MIN. EMBED. @ 24" O.G. VERT @ (2)2x4 P.T. VERT. 4. SEE FRAMING PLAN FOR PRECAST LINTELS TYP I GAL 5. PERMANENT OR TEMPORARY BRACING OF TRUSSES PER HIBgI. ANY ADDITIONAL TRUSS BRAGING REQUIRED HILL BE DETERMINED BY TRUSS ENGINEER ON SIGNED AND SEALED TRUSS DIAGRAMS. 6. ALL HEIGHTS NOTED ON PLANS ARE MEASURED FROM TOP OF FINISH FLOOR (REF. ELEV. 0'-0") 7. ALL TRUSS TO TRUSS GONNEGTOR5 TO BE SUPPLIED BY TRUSS MANUFAGTURER. 8. SEE STRUGTURAL NOTES FOR ADDITIONAL INFORMATION. q. OVERHANG IS 1'-4" UNLESS NOTED OTHERWISE NOTE: TRUSS LAYOUT IS 5GHEMATIG. REFER TO TRUSS COMPANY LAYOUT FOR TRUSS LABELS AND LOGATION5. (2) HETA20—\ B-2 NOTE: BRACE HALL WITH 2X4 BLKG. AT BOT. GHORD EACH SIDE - PROVIDE TAPGONS SPACED 12" O.G. STAGGERED ON LANAI SIDE $ HETA20 ON TOP OF HALL ANGHOR SGHEDUL_E (SIMPSON STRONG -TIE PRODUGTS MODEL NUMBER) DESIGNATION MODEL # ALLOWABLE LOADS NAIL PATTERN SIMPSON HETA20 < 1810 > 10-I0d x 1 1/2 USE SIMPSON HETA20 FOR ALL TRUSS TO BLOGK GONNEGTIONS (U.N.O.) 51MP50N MT512 < 1000 > 14-I0d x 1 1/2 USE 51MP50N MT512 FOR ALL TRUSS TO FRAME GONNEGTIONS (U.N.0) B-3 SIMPSON (2) HT520 < 2ci00 > 24-I0d X 1 1/2 TO PLATES 24-I0d X 1 1/2 TO STUDS SIMPSON SIMPSON 5I MP50N NOT (IN FRAME HALL) < 3965 > PH05 (IN FRAME HALL) < 4685 > HTTI6 (IN SLAB) < 4175 > 22-I0d / 5/5" DIA. A.T.R. 14-1/4"X3" HD. SGREHS / 5/8" DIA. THRU-BOLT 18-16d / 5/8" DIA. A.B. W/ 7" MIN. EMBEDMENT / "SIMPSON SET" EPDXY TIE ADHESIVE PROVIDE 2x4 BLK6. AT 45" O.G. BTHN. TRUSS BOT. CHORDS B-2 F_ — — GLG. — — — — 8'-o" GLG. " 8'-O" CLG.tj I 10'-0" GLG. - I ;//4; 8'-O" GLG. H i H GLG. 8'-0,l GLG. I I I 8'-0ll GLG. I I VA VA 10'-4" I GLG. 8'—O" GLG. I I I q'-41I GLG. 2X4 "X" BRAGING, TYP. � — — — — — — AGE GLG. 11'-0" GLG. 2X4 RAMING +11'-0" A.F.F. 2X4 "X" BRAGING, TYP 10'-4" GLG. I X4 FRA G +q'-4" .F.F. z::AA I II I I I II II II II I II (2) XI R. I II I I II I II II II II I II I I L — — II — — J II II II II II II II II II II II II II NOTE: OVERFRAME WITH 2X6 RAFTERS SPACED 12" O.G. PREGAST HEADER SGHEDUL_E B-X LINTEL GAST GRETEALLOHABLE ALLOHABL MEMBER LENGTH TYPE LOAD UPLIFT B-1 208" 8F16-IB c150 PLF 404 PLF B-2 160" 8F16-IB/2T 1075 PLF -MO PLF B-3 70" 8F32-IB 8328 PLF 44ci8 PLF B-4 112" 8F32-IB 63g0 PLF 24ci4 PLF B-5 54" 8F16-IB 6113 PLF 2724 PLF B-6 54" 8F8-IB 218a PLF 1207 PLF (2) HETA20 BUB BFB-1B 8F16-1B/1T #5 REBAR AT TOP MIN. (1) REQ'D ° 1-1/2' CLEAR F =FILLED WITH GROUT / U =UNFILLED D LO B-5 F FQUANTITY ❑F REBAR AT ¢ _ •' a C.M.U. BOTTOM ❑F LINTEL CAVITY Q b, 8F16-1B/1T o GROUT I z NOMINAL WIDTH—] L � #5 REBAR AT BOTTOM NOMINAL HEIGHT QUANTITY OF REBAR AT TOP OF LINTEL CAVITY 7-s.s•A TYPE DESIGNATI❑N 8" NOMINALL WI WIDTH B-5 PROVIDE 2x4 BLK6. AT 48" O.G. BTHN. TRUSS BOT. GHORD5 FRAM I NCC PLAN SCALE 1/4" = 1'-0" MIGHAEL G. ANDERSON, ARGHITECT OF RECORD FL. LIG. AR0017305 1020 SH PROVINGETOHN LANE, PORT 5T. LUGIE, FL 34ci53 (772)40-210 PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2020 FLORIDA BUILDING CODE -RESIDENTIAL OTH EDITION) MIGHAEL G. ANDERSON Digitally lichael signed by Michael n d e rs Anderson Date: n 2021.08.31 08:35:29 -04' FL. LIG. AROOI7305 PLAN REVIEW REVISIONS MASTER PLAN REVISION 8-20-20 CYD � q � O LO to TT VJ r Chi O 0') T W O N J X I- w 00 Cc W N W > — O N - LL C) J cl: O (.0 J CO p OC) N � 0° W (0 (D O Q U z r �Lu zc~nz C\j O 0- Lu J W H PROJECT NO. 17-015-031 DATE DRAWN 7-15-21 DRAWN BY MCA BERMUDA 1674 B LIVING 1674 SQFT GARAGE 385 SQFT LANAI 160 SQFT ENTRY 54 SQFT TOTAL 2280 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 13,392 CUBIC FEET SHEET A 4mO LE(3END SURFACE MTD. CEILING FIXTURE PENDANT FIXTURE �11 �O RECESSED LIGHT K> WALL MTD. BRACKET @ 72' A.F.F. FLUORESCENT FIXTURE WALL MTD, VANITY LIGHT ® EXHAUST FAN EXHAUST FAN W/ LIGHT EXTERIOR FLOODLIGHTS CEILING PADDLE FAN (PREWIRE OR W/ LIGHT AS NOTED) BOO WALL MTD. SMOKE DETECTOR O CEILING MTD. SMOKE DETECTOR OO CEILING MTD. CARBON MONOXIDE DETECTOR CHIMES -0 CHIMES PUSH BUTTON TELEPHONE JACK TV CABLE TELEVISION JACK 110 V, DUPLEX RECEPTACLE 1/2 SWITCHED 110 V. DUPLEX RECEPTACLE 110 V, GFI DUPLEX RECEPTACLE 220 V. RECEPTACLE ® DEDICATED 220 V, OUTLET 110 V. JUNCTION BOX SWITCH @ 42' A.F.F. RHEOSTAT SWITCH @ 42' A.F.F. TP TOUCH PAD FOR SECURITY SYSTEM O CENTRAL VACUUM OUTLET LOCATION L0 ELECTRICAL DISCONNECT OUTLET FOR M I GROHA (,vtVc,rt L_ I t). _ PREHIRE PREHIRE — — — ELEGTRIGAL NOTES I. ALL BEDROOMS SHALL HAVE AFGI CIRCUIT PROTECTION UNLESS NOTED OTHERWISE. 2. ALL COUNTERTOP KITCHEN AND BATHROOM OUTLETS SHALL BE GFI CIRCUIT PROTECTION UNLESS NOTED OTHERWISE. 5. ALL EXTERIOR OUTLETS SHALL BE HATER PROOF GFI CIRCUIT PROTECTION UNLESS NOTED OTHERWISE. 4. PROVIDE DISCONNECTS AT ALL APPLIANCES AND OTHER EQUIPMENT AS REQUIRED BY N.E.G. 5. IF NE BRANCH CIRCUITS ARE ADDED: A) ALL 120V, SINGLE PHASE, 15 4 20 A BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED IN DWELLING UNIT FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS OR SIMILAR ROOMS OR AREAS SHALL BE PROTECTED BY A LISTED ARG-FAULT CIRCUIT INTERRUPTER COMBINATION TYPE, INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT (NEC 210.12 (B)). B) TAMPER RESISTANT RECEPTACLES (NEG 40(9.11) ARE REQUIRED IN DHELLING UNITS IN ALL AREAS AS SPECIFIED IN 200& NEC 210.52, ALL 125V, 15 4 20A RECEPTACLES. 6. SMOKE ALARM DEVICES SHALL BE INTERCONNECTED IN SUCH A MANNER THAT THE ACTUATION OF ONE ALARM HILL ACTIVATE ALL THE ALARMS. PHYSICAL INTERCONNECTION OF SMOKE ALARMS SHALL NOT BE REQUIRED WHERE LISTED WIRELESS ALARMS ARE INSTALLED AND ALL ALARMS SOUND UPON ACTIVATION OF ONE ALARM. -f. SMOKE ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHERE SUCH WIRING IS SERVED FROM A COMMERCIAL SOURCE AND, WHERE PRIMARY POWER IS INTERRUPTED, SHALL RECEIVE POWER FROM A BATTERY. WIRING SHALL BE PERMANENT AND WITHOUT A DISGONNEGTING SHITGH OTHER THAN THOSE REQUIRED FOR OVERGURRENT PROTECTION. NOTE: ELECTRICAL PLAN IS SCHEMATIC. ELECTRICIAN SHALL VERIFY THAT ALL ELEGTRIGAL INSTALLATIONS MEET APPLICABLE VERSION OF NATIONAL ELEGTRIGAL CODE AND 2020 F.B.G. ELEGTRIGAL LOAD CALCULATION 16-14 5.F. AT 3 VA 2 SMALL APPLICANCE CIRCUITS 1500 VA EACH LAUNDRY CIRCUIT RANGE I WATER HEATER DISHWASHER DI5P05AL DRYER SUBTOTAL FIRST 10 kVA AT 100% REMAINDER AT 40% TOTAL OF OTHER LOAD 10 kVA OF AG AT 40% TOTAL 23,000 VA DIVIDED BY 240 V POOL 5UB PANEL TOTAL USE 150 AMP SERVICE EXTENT OF AREA FOR VINYL OR TILE PER GONTRAGT 5.0 kVA 5.0 kVA 1.5 kVA 12.0 kVA 5.0 WA 1.5 kVA 1.5 kVA s n L,vn 32.5 WA 10.00 kVA q.00 kVA M.00 kVA 4.00 kVA 25.00 kVA 95.8 A 30.0 A 125.& A ELEGTRIGAL PLAN 2" RIGID O.H. SERVIGE F.P 3—#2/0 XHHW 2/0 SER GABLE 150 150 32 GKT AMP PANEL G/B METER 3#1 GU THNN 2" CONDUIT NO. 4 GU. WIRE TO GOLD WATER PIPE IF GU PLUMB. IF NOT GU USE SUPPLEMENT GROUND NO. 4 GU. WIRE TO 5/8" x 8'—O" SGHEMATIG ELEGTRIGAL RISEI�ROUND ROD MIGHAEL G. ANDERSON SCALE 1/4'' = 1'-0" ichae I Digitally sign by Michael nders MIGHAEL C. ANDERSON, ARGHITEGT OF REGORD FL. LIG. AROOI-7305 1020 SW PROVINGETOHN LANE, PORT ST. LUCIE, FL 34g53 (TI2)418-2118 Anderson Date: 2021.08.31 08:35:41 -04'0 ' PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2020 FLORIDA BUILDING GODE—RESIDENTIAL (7TH EDITION) FL. LIG. AR001-7305 PLAN REVIEW REVISIONS MASTER PLAN REVISION 8-20-20 � W W 0) CO CYD q � � 0 r O ^� to LO T CA r CV O � W O N U, J X � 0 C Q L� 00 Z J 121: O CO J m O � N J r LLI F- COO (D ZOQ�U °C�cnz � O CY) 11 Lu J LLI H PROJECT NO. 17-015-031 DATE DRAWN 7-15-21 DRAWN BY MCA BERMUDA 1674 B LIVING 1674 SQFT GARAGE 385 SQFT LANAI 160 SQFT ENTRY 54 SQFT TOTAL 2280 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 13,392 CUBIC FEET SHEET 5mO 12 PER \\ I ELEV R-50 INSULATION 1/2" GLO. OYP. BD. ,5"x8" U-BLOGK TIE -BM. FILLED W/ GONG. 4 (1) #5 REBAR GONT. PRE-ENO'RED PRECAST LINTEL SEE SHEET A 4.0 FOR DETAILS I x4 P.T. PLOYCEL SEALANT P.T. WOOD BUCK ALUMINUM WINDOW (REFER TO FLOOR PLAN FOR SCHEDULE) MARBLE SILL 1/2" DRYWALL ON Ix2 P.T. FURRINO (p 16" O.G. R-4.2 FOIL INSULATION W/ 4 MIL VAPOR BARRIER NO. BASE 4 MIN. GONG. SLAB (2500 PSI) W/ FIBER MESH OVER VAPOR BARRIER OVER GLEAN GOMPAGTED POISON FILL CONNECTOR PER ANCHOR 3/4" PLYWOOD SHEATHINC� DECORATIVE GEMENTITIOU5 GOATING ON LATI I OL WNDW HOP, HT PER PLANS ALUMINUM TRANSOM WINDOW WITH FLANGE MOUNT. ATTACH PER WINDOW MANUFACTURER SPECIFICATIONS. 3/4" PLYWOOD SHEATHING (2) 2 X 6 HEADER WITH 1/2" PLYWOOD SPACER DOOR HDR HT ' PER PLANS ARGHITEGTURAL FIBEROLA55 SHINOLE5 OVER 15# FELT ON Iq/32" GDX PLYWOOD SHEATHING AND PRE -ENO I NEERED WOOD ROOF TRUSSES AT 24" O.G. (SEE ROOF NA I L I NO PATTERN DETAIL) HURR. STRAP @ EAGH TRUSS REFER TO CONNECTOR SGHED. P. O.H. ER ROOF PLAN TOP OF BLOCK REFER TO EXT. ELEV. 4!7 ALUM. FASCIA AND DRIP EDGE UNLESS OTHERWISE NOTED ON EXT. ELEV. GONT. ALUM. VENTED SOFFIT WDW. HD _ _ R. HT. ' PER PLANS RAISED GEMENTITIOUS TRIM PER ELEV. PER PLANS RAISED GEMENTITIOUS TRIM PER ELEV. PER PLANS GEMENTITIOU5 GOATINO OVER 8x8x16 GONG. BLOCK 1-#5 VERT. BAR TIED INTO #5 BAR DOWEL W/ STD HOOK AND RUNN I NO INTO LINTEL (LOCATIONS PER FDTN. PLAN) Y11 TO' P OF SLAB FINAL GRADE STUGGO STOP AS REO'D. PER LOCAL BLOO. DEPT. GONG. FT6. PER FOUNDATION PLAN TYP. EXT. BLOCK WALL TRUSS OR BLKING. PER PLAN 1/2" GYP BOARD EL: 36" ABOVE HEADEAV,PMTPRA6& 5x5x4" WELDED FLANGE 1 3" (P x 1/4" STEEL PIPE O" TAPGON TYP.4 ..C..C..l 11 IJCI T^ 5" ATTACH TRANSOM WINDOW / DOOR SEGTION 12 PER ELEV. CLIP ANGLE - GIRDER TRUSS 51MP50N L550 CLIP ANGLE- R-30 INSULATION USE 2X4 IL FIBERGLASS SHINGLES OVER 15# FELT ON 15/32" PLYWOOD SHEATHING AND 2X HIP JACKS $ RAFTER CONVENTIONAL FRAMING AT 24" O.G. (SEE ROOF NAILING PATTERN DETAIL) /.,--51MP50N HETA20 HURRICANE STRAP OR EQUAL (3)I0d NAILS FACE NAILED TO 2X RAFTER TOP OF BLOCK REFER TO EXT. ELEV. GOVENTI ONAL FRAMING @ BAY N.T.S. LINTEL 2x4 STUDS (9 SPAGINC PER PLANS VERTICAL FILLED GELL W/ 1-#5 BAR (2) 16d GONG. BLOCK WALL © 12" O.G. -(2)2x4 P.T. W/1/2" DIA. COUNTERSUNK BOLTS 24" O.G. VERT 2 1/4" MIN EMBEDMENT WITH 2 SQUARE X 1/8 THICK HURRIGANE WASHER TOP OF SLAB / (2) 1Od © 6" O.G. 5 1/4" DETAIL AT GO° GORNER L - - - - EXTERIOR FRAME HALL TO GONG. BLOGK WALL GONNEGT ON LINTEL BLOCK TOP GOURSE FILLED W/ GONG. 1-#5 BAR TOP OF H16HER BLOCK WALL p z Ir-- ----- z � 1 j #5 BAR DOWEL TOP OF LOWER T_ � i1 W/ STD. q0° HOOK BLOGK WALL . / -- ------_-- li GONG. BLOCK WALL I #5 BAR DOWEL VERTIGAL FILLED W/ STD. q00 HOOK II GELL W/ 1-#5 BAR I I I I BLOGK WALL_ HE I G7HT TRANSITION DETAIL_ HURRICANE STRAP EA. TRUSS - REFER TO FRMO. PLAN \ CONNECT EA. TRUSS BOTTOM GHORD W/(2) 16d MIN GOMMON5 TOE -NAILED TO TOP PLATE 51MP50N "5PH4" AT EACH STUD TO TOP PLATE W/ _ 12-I0d X 1 1/2" AT EA. 1/2" GYP. BO. -� PROVIDE R-11 BATT INSULATION AT ALL WALLS ADJACENT TO NON -AIR CONDITIONED ROOMS SIMPSON "SPH4" AT EA. STUD TO SILL PLATE W/� 12-I0d X 1 1/2" AT EA. 3 1/2" MIN. GONG. SLAB (2500 PSI) W/ FIBER MESH OVER VAPOR BARRIER OVER GLEAN GOMPAGTED TERMITE TREATED FILL PRE-ENGINEERED TRUSSES R-50 INSULATION 1/2" OYP. BD. DBL. 2x4 TOP PLATE 2x4 STUD WALL Cam? 16" O.G. NO. 2 OR BETTER GROUP I I UNLESS OTHERWISE NOTED W/ MID -WALL BLOGKIN6 (WALLS OVER 10' HT. PROVIDE BLK6 AT 4'-0" O.G. MAX.) 2x4 P.T. BOTTOM PLATE W/ 1/2" DIA. EXP. BOLTS W/ 2" WASHER AT 24" O.G. (MAX.) 5" EMBED J iFOOTING PER_ FOUNDATION PLAN 1 - NOTE: TRUSS TO PLATE ANCHOR, STUD TO TOPOR SILL PLATE ANCHORS, AND BOLTS TO SLAB NOT REO'D. AT INTERIOR BEARING WALLS NOTED ON PLANS AS SUPPORTING ORAV I TY LOADS ONLY (NO UPLIFT LOADS). INTERIOR E3EAR NS WALL_ SEGT ON STRUCTURAL NOTES: WOOD STRUCTURAL NOTES: I. WIND LOAD REQUIREMENTS AT 160 MPH PEAK WIND GUST FOR I. ALL WOOD TO BE SPECIES, GROUP, AND GRADE AS SHOWN 3 SEC. BURST PER FBGR 2020 (7TH EDITION). ON DETAILS. DAMAGED WOOD NOT TO BE USED. 2. GROUP II WOOD IS SOUTHERN YELLOW PINE #2. 2. WINDOWS, DOORS, AND GARAGE DOORS SHALL BE DESIGNED TO Fb=1200 PSI, E=1,600,000 PSI, M.G.=Ig96 MAX.,TYP. THE 2020 FLORIDA BUILDING CODE. PINE GROUP III WOOD IS DOUGLAS FIR-LARGH, SOUTHERN YELLOW 3. ALL FLOOR SLABS TO BE OF 2500 PSI CONCRETE PLANT MIX PINE, HEM -FIR, OR SPRUCE -PINE -FIR. 4" THICK WITH FIBER MESH AND/OR 6 X 6-10/10 W.W.M. W/ MIN. 3. ROOF TRUSSES TO BESET WITHIN 5" OF STUD LOCATED BELOW. I" COVER ON 6 MIL POLY VAPOR BARRIER OVER COMPACTED GLEAN FILL. 4. END JOINTS IN STRUCTURAL DOUBLE TOP PLATE SHALL BE OFFSET AT LEAST 4'. STRUCTURAL DOUBLE PLATES TO BE 4. FIBER MESH REINFORCEMENT: FIBERS SHALL BE 1/2" TO 5/4" NAILED AT 6" O.G. MAX. COLLATED POLYPROPYLENE FIBERS. REQUIRED DOSAGE RATE SHALL BE AS SPECIFIED BY THE MANUFACTURER. FIBERS SHALL 5. EXT. SHEATHING ON WALLS TO BE MIN. 15/52" BE USED IN STRICT ACCORDANCE WITH THE MANUFAGTURER'S GDX PLYWOOD. WALL NAIL PATTERN TO BE 6" RECOMMENDATIONS AND WITHIN TIME AS SPECIFIED IN "ASTM Gq4". O.G. W/ I Od NAILS UNLESS OTHERW 1 SE NOTED. THE FIBERS SHALL COMPLY WITH ASTM DESIGNATION G1116 TYPE III AND WITH APPLICABLE BUILDING CODES. 6. ALL STRUCTURAL LUMBER (EXCLUDING PREENG. HID. GERTIFIGATION OF COMPLIANCE SHALL BE MADE AVAILABLE CERTIFICATION TRUSSES) TO BE #2 OR BETTER GROUP 11, UNLESS OTHERWISE ON REQUEST. STANDARD AGI 302 PROCEDURES FOR PLAGING, 1103TIRUGTURAL HEADER SIZES SHOWN ON ROOF FRAMING FINISHING, AND CURING SHALL BE FOLLOWED WHEN USING PLAN ARE TO BE #2 OR BETTER, SPECIES GROUP II FIBER MESH CONCRETE. 8. MAX. I" HOLE DRILLED INTO EXTERIOR STRUCTURAL 5. CONCRETE MASONRY UNITS SHALL MEET ASTM CqO. RTWODS TO BE DOUBLED AT EACH END OF 6. MORTAR TO BE TYPE 'M' OR 'S': GROUT TO BE 5000 PSI SHEARWALL AS PER DRAWINGS. AT 2& DAYS. FOLLOW GROUT CONFINEMENT PROCEDURES 10. WHEN ANGHORING (2) WOOD ITEMS TOGETHER, THE LENGTH AS DEFINED IN AGI 53-qq. f'm = 1500 psi OF HURRICANE STRAP MUST BE EQUALLY HALF ON EA. ITEM. 11. NAIL PATTERNS: 8. REBAR TO BE SIZE #5 GRADE 40, GONT. TOP OF FILL CELLS AND -DOUBLE PLATE AT 12" O.G. OUTSIDE THE GHANGES OF DIRECTION WITH MINIMUM LAP OF 30". 5PLIGE ZONE (SEE NOTE #4). -DOUBLE STUD NAIL PATTERN AT 12" O.G. q. OMIT -DOUBLE HEADER NAIL PATTERN AT 6" O.G. AT EA. EDGE, 12" O.G. INTERNALLY. 10. UPLIFT CONNECTORS TO PROVIDE CONTINUITY FROM ROOF -HEADER TO STUD- 4" O.G. EA. HEADER MEMBER TRUSSES THRU PLATES TO SLAB AND FOUNDATION PER -STUD TO TOP OR BOTTOM PLATE- (2)16d END ENGL05ED DETAILS. NAILED OR (2)Ibd TOE NAILED EA. SIDE 11. EPDXY ANCHOR ALTERNATE: -ALL INTERIOR HEADERS TO BE (2) 2x THREADED ANCHOR ROD MAY BE USED IN LIEU OF ANCHOR WITH 1/2" FLITCH GLUED AND NAILED BOLTS FOR USE AS PLATE ANCHORS OR HURRICANE ANCHORS. WITH 16d AT 5" O.G. STAGGERED. THE FOLLOWING CRITERIA MUST BE MET: ANCHOR SIZE GONG. HOLE SIZE 12. ROOF SHEATHING TO BE MIN. 15/32" GDX 1/2-1 3/4" MIN. HOLE DEPTH PLWOOD NAILED PER ROOF NAILING PATTERN Wall7/8" 6.1 DIAGRAM. 3/4" 1 " 7„ 8,� 13. ALL NAILING SPECIFIED TO BE APPLIED BY NAIL 7/g" 1 1/8" ,l GUN AND/OR MANUALY. AFTER HOLE IS DRILLED ALL CONCRETE DUST MUST BEqREMOVED PRIOR TO EPDXY INSTALLATION. THREADED ROD (MIN. A56 14. TRUSS BRACING PER TRUSS MFG. STEEL) AND REBAR TO BE FREE OF DIRT OR GREASE. LOAD ON DRAWINGS. ROD OR REBAR CANNOT OR BE APPLIED UNTIL 12 HOURS AFTER 15. AT ALL INTERIOR WALLS THAT ARE NOT LOAD APPLICATION. TWO COMPONENT EPDXY RESIN MATERIAL TO BE BEARING, METAL STUDS MAY BE SUBSTITUTED FOR MIXED PER MFG. DIRECTIONS. WOOD STUDS. 16. ANCHOR BOLTS 8" LONG x 2 I/2" DIA. WITH A " 12. MISSING DOWEL PLACEMENT: SQUARE X I/8" THICK HURRICANE WASHER EMBEDDED 5" NEW HOLE SHALL BE DRILLED 7/5" TO I" WIDE AND 10" DEEP. UNLESS NOTED OTHERWISE. AFTER HOLE IS DRILLED ALL CONCRETE DUST MUST BE REMOVED PRIOR TO EPDXY INSTALLATION. THREADED ROD (MIN. A56 17. ALL EXTERIOR CEILING MATERIAL TO BE I/2" MIN. EXTERIOR STEEL) AND REBAR TO BE FREE OF DIRT OR GREASE. LOAD ON GRADE GYP. BOARD OR 1/2" MIN. SOFFIT BOARD UNLESS NOTED ROD OR REBAR CANNOT OR BE APPLIED UNTIL 12 HOURS AFTER APPLICATION. TWO COMPONENT EPDXY RESIN MATERIAL TO BE MIXED PER MFG. DIRECTIONS. ALL PLANS, DETAILS, AND NOTES ON THESE DRAWING ARE PROPRIETARY AND CANNOT BE USED, TRAN5FERED, OR OTHERWISE REPRODUCED 4 ROOF EDG 41 � WITHOUT THE APPROVAL OF RENAR HOMES ZOO 2n I O ROOF EDGE EDGE R 2r �t 3r I 2r RIDGE OI g 2n I lO ZONE I: 5d RING SHANK NAILS ® 4" O.G. ON EDGE AND 6" O.G. IN FIELD ZONE 2e, 2n, 2r: 8d RING SHANK NAILS @ 4" O.G. ON EDGE AND 4" O.G. IN FIELD ZONE 5, 3e, 3r: Sd RING SHANK NAILS ® 4" O.G. ON EDGE AND 4" O.G. IN FIELD NA I L I NCc PATTERN FOR ROOF ROOF SHAPE REPRESENTS TYPICAL ZONES ONLY. REINFORCED/FILLED GONG. BLOCK GELL 1/2" DIA L-BOLT (8" LONG) W/ 2" WASHER AT 32" O.G. MAX. 2x6 P.T. JAMB DETAIL 2x4 P.T. W/ GONG. F- 2x6 P.T. FROM BOT. OF IV/_10L1_') H I 1.z V.(.Q. tiVK. I V LILC7. LIIVC \ >_x6 0 1 EQUAL EG2UAL 1 '.T. 1/2" DIA L-BOLT 2x N 0" LONG) W/ 2" P.- WASHER AT 32" O.G. MAX. � m GARAGE DOOR OPENING N ELEVATION (5ARA(5E DOOR DETAIL 7 2x8 RIDGE BOAR 2x6 RAFTERS AT 24" O.G. MAX. - TOE -NAIL TO RIDGE BD. W/ (2) IOd NAILS 2x4 VERT. STUDS 4'-0" O.G. (PLACE ABOVE TRUSS BELOW - ROOF SHEATHING 51MP50N STRONG -TIE "H2.5" AT EA. END OF 2x4 PRE -ENURED SEE VERT. STUD TRUSSES NOTE #4 NOTES: SEE I. HURRICANE GONNEGTOR5 REOV NOTE #4 AT 8'-O" O.G. 2. PROVIDE "H2.511 ROOF AT EACH RAFTER END SHEATHING 3. PROVIDE 2x8 RIDGE BOARD WHEN APPLICABLE 4. PROVIDE 2x4 VALLEY BLOCKING BTWN. TRUSSES AT LOCATIONS WHERE VALLEY FRAMING DOES NOT BEAR ABOVE TRUSS HAND FRAMED VALLEY DETAIL THIS DETAIL APPLIES ONLY WHEN AN INDIVIDUAL 2x6 RAFTER HORIZONTAL SPAN IS GREATER THAN 8'-0" INSTALL SIMP50N HTSM16 W/ (5) IOd NAILS TO TRUSS ATTACH STRAP TO LINTEL W/ (4) 1/4" x 2-1/4" MIN TAPGON5 VERIFY NUMBER OF TAPGON5 WITH CONNECTOR 5GHEDULE 8" X X 16" - CONCRETE LINTEL BLOCK FILL WITH CONCRETE AND (1) #5 BAR ALTERNATE TRUSS ANGHOR DETA N.T.S. MIGHAEL G. ANDERSON, ARGHITEGT OF RECORD FL. LIG. AROOI-7305 1020 SW PROVINGETOWN LANE, PORT 5T. LUCIE, FL 34g53 (772)40-210 PLANS DESIGNED TO MEET THE REQUIREMENTS OF 2020 FLORIDA BUILDING GODS -RESIDENTIAL (7TH EDITI( MIGHAEL G. lichae ANDERSON Digitally signed by Michael Anderson ndersDate: 2021.08.31 n 08:35:55 -04'00' FL. LIG. AROOI7505 PLAN REVIEW REVISIONS MASTER PLAN REVISION 8-20-20 O C/) CO � q � v1 CO CYD � O L0 LO r N o W (0 N 05 tQ � D It X 00 I- Lu E0 N Z J O Cfl J CO p co N J r ErwL_co0 Q U f4 z O n I_- Er L0 Z Idj O c0 � W J W H SHEET A 6mO All SIDE - FLASH I TAPE GORNE FLASHING TAPE GORNEI--, FLASHING TAPE TOP-/ FLASHING TAPE SI DES FLASH TAPE GHEGKRAI WINDOW BOTTOM SILL FLU #1 51L #2 I. GUT THE HATER RESITIVE BARRIER (IG) WATER RESISTIVE IBARf?IER _ ST_ GUT T I I I I TH GUT, 1 I 3RD1 I MAKE A 6" GUT UP I �_ 1 I FROM EACH TOP i GUT I I CORNER AT A 45(P I ANGLE TO ALLOW 1 THE HATER BARRIER / ��45�TYP i TO BE LAPPED OVER THE FIN AT j j �2ND, j I THE HEAD OF THE O WINDOW. lI 2. FOLD THE HATER RESISTIVE BARRIER (ID). FOLD SIDE AND BOTTOM FLAPS INTO THE OPENING AND STAPLE TO INSIDE HALL. FOLD TOP FLAP UP AND TEMPORARILY FASTEN 3. APPLY SILL FLASHING TAPE #I. GUT A PIECE OF FLASHING TAPE 12" LONGER THAN THE OPENING WIDTH. APPLY AT THE BOTTOM OF THE OPENING AS SHOHN OE) SO IT OVERHANGS I" TO THE EXTERIOR. NOTE: THE TAPE IS GUT 12" LONGER THAN THE WIDTH SO THAT IT HILL EXTEND 6" UP EAGH SIDE OF THE OPENING. 4. TAB THE SILL FLASHING TAPE AND FOLD. GUT I" HIDE TABS AT EACH CORNER (y2" FROM EACH SIDE OF CORNER) (IF) FOLD TAPE TO THE EXTERIOR AND PRESS FIRMLY TO ADHERE IT TO THE HATER RESISTIVE BARRIER. 5. APPLY SILL FLASHING TAPE #2. GUT A PIEGE OF FLASHING TAPE 12" LONGER THAN THE OPENING WIDTH. APPLY AT THE BOTTOM, OVERLAPPING TAPE #1 BY AT LEAST I" DO NOT ALLOW THE TAPE TO EXTEND PAST THE INTERIOR FACE OF THE FRAMING (IG). NOTE: THE FLASHING MAY NOT FULL COVER THE FRAMING MEMBERS. I. APPLY SIDE FLASHING TAPE. GUT TWO PIEGES OF FLASHING TAPE 4" LONGER THAN THE FRAME HEIGHT OF THE WINDOW. APPLY ONE PIECE TO EACH SIDE OVER THE NAILING FIN AND ONTO THE HATER RE5ITIVE BARRIER. THE TAPE SHOULD EXTEND 2" ABOVE THE TOP OF THE WINDOW AND 2" BELOW THE BOTTOM OF THE WINDOW. PRE55 THE TAPE DOHN FI. I fF I 2. APPLY TOP FLASHING TAPE. GUT A PIECE OF FLASHING I TAPE LONG ENOUGH TO 60 ACROSS THE TOP OF THE I WINDOW AND EXTEND AT LEAST I" PAST THE SIDE FLASHING 1 TAPE ON BOTH SIDES. APPLY THE TAPE OVER THE TOP 2NAILING FIN AS SHOWN. r\1 I NOT DO NOT TAPE OR SEAL THE BOTTOM NAILING FIN. 1 I" I 3. FOLD DOWN TOP FLAP OF HATER RESISTIVE BARRIER 1 (3G) I C7 4. APPLY FLASHING TAPE TO DIAGONAL GUTS. GUT PIEGES OF FLASHING TAPE AT LEAST I" LONGER THAN THE DIAGONAL GUTS IN THE HATER RESISTIVE BARRIER. APPLY THE TAPE GOVERING THE ENTIRE DIAGONAL GUT IN THE HATER RESISTIVE BARRIER AT BOTH UPPER CORNERS OF THE WINDOW. NOTE: BE SURE TO OVERLAP THE TOP CORNERS (30) 1 EXTERIO I I I I I I I I I I I I O I I I I � I I I 1 I I I 1 I 1 I 5 I GONGRETE "U" bLOGK TIE -BEAM TOP GOURS HORIZ. 2X2 NAILED TO VERT. IX2'5 H/ 12d X S- NAIL ATTAGHMENT PER MFRS. RECOMMENDATIONS IX2 NAILED TO TRUSS TAILS H/ (2)-8)d NAILS ATTACHMENT PER MFRS. RECOMMENDATIONS STAPLES @ 8" O.G. PER MFRS. RECOMMENDATIONS CONTINUOUS VENTED SOFFIT DETAIL SOFFIT PLYWOOD SHEATHING OVER WOOD TRUSSES CEMENTITI❑US FINISH ON METAL LATH BOND BREAK (2) LAYERS 15# FELT MEMBRANE BRIDGE FLASHING FLASHING / CONTROL J❑INT STUCCO FINISH ON BLOCK FLASHING DETAIL AT ROOF FRAMINGON MASONRY N.T.S. 2x4 TRUSS TOP CHORD BLKG. @ 48' D.C. PRE-ENG. TRUSSES AT 24' D.C. 2X4 45° CROSS BRACING W/(2)16d NAILS AT EA. TRUSS WEB MEMBER 2x4 45° CROSS BRACING SCHEDULE SPAN BRACING REQ'D. GREATER THAN 20 FT. SPACED 4'-0" O.C. 10 FT. TO 20 FT. (3) PAIRS AT 1/4 LESS THAN 10 FT. POINTS (1) PAIR AT MIDP❑INT 2x4 TRUSS BOTTOM CHORD BLKG, AT 4'-0' ❑,C. REFER TO FRMG, PLAN — (2) 16d COMMONS TOE NAILED EA. SIDE - 8x8 U-BLOCK TIE -BM. FILLED W/ CONC. & (1) #5 BAR CONT. VERT. #5 BAR AT EA. REINF. FILLED CELL PER FDN. PLAN GABLE END SECTI❑N X-X USE SIX GALVANIZED II OR 12 5AU6E ROOFING NAILS WITH HEADS AT LEAST 3/8" IN DIAMETER. ALL NAILS MUST BE DRIVEN FLUSH WITH THE SHINGLE SURFACE AND PENETRATE THROUGH THE WOOD DECK BY AT LEAST I/8" PLACE NAILS 6-1/8" FROM BOTTOM EDGE OF EACH SHINGLE AND I" FROM EACH END. USE 6 NAILS PER SHINGLE ALL NAILS TO BE PLACED ON 6-1/8" NAIL LINE + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + SHINGLE SIDE VIEW SHINGLE NAILING DETAIL HIGH WIND OR STEEP SLOPE N.T.S. GROUT SOLI G TOP OF CELL SAHGUT APPF OPENING IN W SAHGUT APPF OPENING IN W 25" MIN. LAP 1 1 1 19/32" CDX PLYWOOD SHEATHING Q m (2) 16d COMMON NAILS AT EA. 2X4 LADDER FRAMING — 2X4 STR❑NGBACK IF GABLE TRUSS IS TALLER THAN 8'-0" GABLE END TRUSS SET 3/4" FROM FACE OF C❑NC, BLOCK 15/32" SHEATHING OVER GABLE END TRUSS FASTEN WITH 8d NAILS AT 6" D.C. 2X4 "T" OR "L" STR❑NGBACK AT GABLE VERTICAL LONGER THAN 48' - CONNECT WITH 12d NAILS AT 12" D.C. SIMPS❑N HETA20 AT EACH TRUSS VERT WEB MEMBER (24" ❑,C. MAX) 16d COMMON NAILS AT 6" D.C. TO 2x6 P.T. PLATE CEMENTITIOUS FINISH OVER FRAME CONSTRUCTII❑N APPLIED 2 LAYERS OF AN APPROVED WATER RESISTANT BARRIER MATERIAL OR 1 LAYER OVER AN APPROVED HOUSE WRAP, EXPANSI❑N J❑INT AT CEMENTITIOUS �xI�II�I# PLATE CONT. W/ 1/2"x 8" ANCHOR BOLTS @ 32" D.C. MIA X 6" DEEP HOLE FOR =T IN EPDXY ADHESIVE BLOCK HALL 25" MIN. LAP OF REBARS 3,000 PSI CONCRETE FILLED CELL H/ #5 BAR SAHGUT I"H. OPENING IN HALL FROM TOP TO BOTTOM FOR FULL HEIGHT REBAR PLACEMENT INTO GELL - FILL SOLID H. CONCRETE SLAB ua _ . _ .... X 6" DEEP HOLE FOR z Lu #5 BAR SET IN EPDXY ADHESIVE � ADDED RE I NF . F I LLED BLOGK GELL DETAIL NOTES: -DRILLED HOLE TO BE GLEANED PRIOR TO DISPENSING ADHESIVE -EPDXY ADHESIVE TO BE HIGH STRENGTH TYPE -REBAR DOWEL TO BE GLEAN AND OIL FREE MIGHAEL C. ANDERSON, ARGHITEGT OF RECORD FL. LIG. AROOI-7305 1020 SW PROVINGETOHN LANE, PORT ST. LUGIE, FL 34g53 (772)418-2118 PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2020 FLORIDA BUILDING GODE-RESIDENTIAL (7TH EDITI MIGHAEL G. ANDERSON Michae Digitally signed by IMichael Anderson nders Date: 2021.08.31 n 08:36:08 d) FL. LIG. ARZSOI SOS PLAN REVIEW REVISIONS MASTER PLAN REVISION 8-20-20 d' O q � \ q C^ � O N ^� Cn l C�) CO r ^� 0 LO LO TT VJ r N O CA T 0 ( W O N U�rn =04� J CO X CtU) w CC a W � Lu N rmm4 U- z p J� O CD J CO Q T F_ 00 w (0 (D z0Q�U Lu u,94 U) Z n O CY) 0- W J W H SHEET A 6ml V NOTE: ALL DUGTWOR< PENETRATING GARAGE GE I L I NC SHALL BE R-ro FIBERGLASS DUCT NOR<. F- n 7 11 � � OXIO 1147 GFM I I I I 8X18 I IOXIO R/A L-----�118GFM -- J 4" 8'% u 18X18 R/A go 12X12 220 GFM T--� GAY VTR O GFM 6X6 10 GFM 14X14 R/A RYE4" I VTR I 1411 N I 6X6 48 GF ' 4X2 -— — —JRHF loll F- — — — — — — A\ 1 — — — L AHU 6X6 I 14 L114�50 VTR GFM O 8X8 115 GFM II loll F� 12X12 R/A I- — =x-54171 AGES 6X6 56 GFM I — 6X6 0 GFM 6X6 13 GFM 5 IOXIO R/A J 8X8 183 GFM 5 FAN OWRO LOW :KirAG axCMIC.44 POW" 5�P# Y CON. eilw COWME PAO WAMMWE M SLAM 1 � MEW Nr� � ,) #,GTAE1 M MR WOE CONDMM COIL RETURN GRILLE c a CONDOYSING UNIT s COWRMOR ACCESS PANEL 71,2 r' SVC77ON UNE` �+.�tt�t�n�t Rvwvar Liam uNr AIR COOLED cc --NDENSING UNIT SLAB A40UNTED SUPPLY CULT A.H_U- PRIMARY DRAIN DRYWALL. STAND HVAG PLAN MIGHAEL G. ANDERSON Michale Digitally SGALE I/4" = I'-O"signed by I Michael Anderson MIGHAEL G. ANDERSON, ARGHITEGT OF REGORD n d e rs Date: FL. LIG. AR0017305 2021 .08.31 1020 SN PROVINGETONN LANE, PORT ST. LUGIE, FL 34g53 (772)418-2118 n 08:36:27 PLANS DESIGNED TO MEET THE REQUIREMENTS OF-04100' THE 2020 FLORIDA BUILDING GODE-RESIDENTIAL (7TH EDITION) FL. LIG. AROOI7505 PLAN REVIEW REVISIONS MASTER PLAN REVISION 8-20-20 � q � r to LO T rn r CV O /C/A/� T �y� W � N U�rn� �0 J X LL'Z Q C0\1j) OLI O J Cfl J m O � N J r �w��C`3 ZOQ�U E LLI �U) Z O � IL W J W H PROJECT NO. 17-015-031 DATE DRAWN 7-15-21 DRAWN BY MCA BERMUDA 1674 B LIVING 1674 SQFT GARAGE 385 SQFT LANAI 160 SQFT ENTRY 54 SQFT TOTAL 2280 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 13,392 CUBIC FEET SHEET A 7mO