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APPROVED, Plans 9791 Palm Breees Drive Lot 93 Wilshire 1800 B2 R
PRODUCT APPROVAL SUBMITTAL AFFIDAVIT BUILDING PERMIT: BUILDING ADDRESS: MORNINGSIDE DEVELOPMENT, LOT 93 _BLOCK *_PHASE IIA, FT. PIERCE, FLORIDA CONTRACTOR: LISA MOTTRAM FIELD LICENSE NUMBER: 1264695 OPENING SCHEDULE SWING DOORS, OVERHEAD DOORS, SLIDING DOORS, FIXED GLASS, WINDOWS, & SKYLIGHTS: OPENING ID PRODUCT MODEL # MANUFACTURER GLASS ATTACHMENT METHOD PRODUCT APPROVAL DESIGN PRESSURES 3068 EXTERIOR SWING DOOR FIBER -CLASSIC THERMA-TRU 3/16" TEMPERED HEAD: 1/4" X 3-3/4" TAPCONS SPACED 3" FROM CORNERS, 3" & 6" FROM MULLION. JAMBS: 1/4" X 3-3/4'" TAPCONS SPACED 3" FROM CORNERS, 14" O.C. MAX. SILL: 1/4" DIA. X 2-1/4" FL21135.11 +40.0 - 40.0 PSF SMOOTH STAR TAPCONS SPACED 3" FROM CORNERS, 3" & 6" FROM MULLION. 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" FL15332.6 +/- 40.0 PSF (MIN) O.C. MAX. SILL: SPACED 6" FROM CORNERS, 17" O.C. MAX. WINDOW SH ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) 185 MI WINDOWS AND DOORS 1/8" ANNEALED ANCHORS 2" FROM CORNERS, HEAD: 4 ANCHORS, JAMBS: 6 ANCHORS FL17499.2 +/- 60.0 PSF (MIN) O WINDOW SH ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) 185 MI WINDOWS AND DOORS 1/8" ANNEALED ANCHORS 2" FROM CORNERS, HEAD: 4 ANCHORS, JAMBS: 6 ANCHORS FL17499.2 +/- 60.0 PSF (MIN) O WINDOW ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) SH 185 MI WINDOWS AND DOORS 1/8" ANNEALED ANCHORS 2" FROM CORNERS, HEAD: 4 ANCHORS, JAMBS: 6 ANCHORS FL17499.2 +/- 60.0 PSF (MIN) ALL ANCHORS ARE #8 WOOD SCREW (1-1/4" MIN. EMBEDMENT) 0 WINDOW SH 185 MI WINDOWS AND DOORS 1/8" ANNEALED ANCHORS 2" FROM CORNERS, HEAD: 10" MAX. O.C., JAMBS: 10" MAX. O.C. FL17499.2 +/- 60.0 PSF (MIN) ALL ANCHORS ARE #8 WOOD SCREW (1-1/4" MIN. EMBEDMENT) O WINDOW SH 185 MI WINDOWS AND DOORS 1/8" ANNEALED ANCHORS 2" FROM CORNERS, HEAD: 10" MAX. O.C., JAMBS: 10" MAX. O.C. FL17499.2 +/- 60.0 PSF (MIN) WINDOW SH 185 ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) MI WINDOWS AND DOORS 1/8" ANNEALED ANCHORS 2" FROM CORNERS, HEAD: 4 ANCHORS, JAMBS: 6 ANCHORS FL17499.2 +/- 60.0 PSF (MIN) 30# ASPHALT TAMCO BUILDING 30# FELT, APPLIED SINGLE FASHION, PARALLEL TO AND STARTING FROM THE SAVE AND LAPPED 2", FASTENED WITH 1" ROUND UNDERLAYMENT SATURATED PRODUCTS, INC. «» PLASTIC CAP, METAL CAP NAILS OR NAILS AND TIN TABS ATTACHED TO SHEATHING WITH 2 STAGGERED ROWS IN THE FIELD OF THE FL12328.7 ORGANINC FELT SHEET WITH A MAXIMUM FASTENER SPACING OF 12" O.C., AND 1 ROW AT THE OVERLAPS FASTENED 6" O.C. ASPHALT SHINGLES HERITAGE TAMCO BUILDING �< » GALV. ROOFING NAILS, 11 OR 12 GA., WITH AT LEAST 3/8" DIA. HEADS, LONG ENOUGH TO PENETRATE THROUGH PLYWOOD. USE 4 FL18355.1 PRODUCTS, INC. NAILS PER SHINGLE PLACED 6-1/8" ABOVE BUTT EDGE, APPROX. 1" & 13-1/2" FROM EACH END & 1/2" ABOVE EACH CUTOUT. EXTERIOR SOFFIT ALUMINUM SOFFIT AMERICAN CONSTRUCTION MATERIALS «» PROVIDE T-NAILS AT 12" O.C. IN F-CHANNEL SLOT ON MASONRY, PROVIDE TRIM NAILS ATTACHED THROUGH FASCIA AT 16" O.C. FL12019 +/- 70.0 PSF (MIN) METHOD OF ATTACHMENT: DIRECT MOUNT HURRICANE SHUTTERS "SAFETY EDGE" TOWN & COUNTRY «» ALL ANCHORS ARE 1/4" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) FL 12856.2 +/-54.0 PSF (MIN) STORM PANELS INDUSTRIES, INC. 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', 8.6" SPANS UP TO 9'-2", 47 PSF: 12.7" O.C. SPANS UP TO 5', 7" SPANS UP TO 9"-211, 54 PSF: 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 SUBJECT TO DAMAGE FROM WINTER DESIGN ICE BARRIER UNDERLAYMENT FLOOD HAZARDSg AIR FREEZING MEAN ANNUAL Speedd Topographic Weathering' Frost link' Termite° LOAD (mph) effectsk (NA) CATEGORY depth TEMPO REQUIRED' INDEX' TEMP N/A See Fig. R301.2(4) N/A Negligible N/A Very 42 N/A See N/A N/A Heavy 1 1 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 GALGULATIONr VENTILATION REQUIREDr ATTIC AREA = 42M 3 50. FT. VENTILATION AREA REQUIRED = 1,2M.3 50. PT. / 150 (IFB G. R806.2) = 6-%q W. PT. PARAMETERSe LINEAR FEET OF 16" WIDE SOFFIT = MD' SQUARE FOOTAGE OF SOFFIT = Ig O X 1.33' = 262.0 50. FT. NET FREE AREA OF VENTILATION FOR AGM TRIPLE 4 OR QUAD 4 FULL VENT NARROW PATTERN SOFFIT = 11.14 50. IN. / 5Q. FT. VENTILATION PROVIDEDs SOFFIT VENTILATION PROVIDED = 262D 50. FT. X 11.14 50. IN. / 50. FT. X 1 So. FT. / 144 50. IN. = 21-56 SQ. FT. GONGLU510Nt VENTILATION PROVIDED = 21.36 50. FT. > VENTILATION REQUIRED = 550150. FT., TINEREPORE SOFFIT VENTILATION 15 ADEQUATE I have reviewed the above product approval information and approved it. Name: Signature Certification Number: Date: CVR A-1.0 A-2.0 A-3.0 A-4.0 A-5.0 A-6.0 A-6.1 A-7.0 A-8.0 INDEX / PROJECT INFORMATION FOUNDATION PLAN FLOOR PLAN BUILDING ELEVATIONS ROOF / FRAMING PLAN ELECTRICAL PLAN WALL SECTIONS / NOTES WALL SECTIONS / NOTES INTERIOR ELEVATIONS HVAC PLAN *PLANS DESIGNED TO COMPLY WITH THE 2020 FLORIDA BUILDING CODE (7TH EDITION) TYPE OF CONSTRUCTION: CBS X BUILDING DESIGN: ENCLOSED X ULTIMATE DESIGN WIND SPEED:140 MPH NOMINAL DESIGN WIND SPEED: 124 MPH BUILDING CATEGORY: 11 EXPOSURE: B INTERNAL PRESSURE COEFFICIENT: +/- 0.18 IMPORTANCE FACTOR: 1 MEAN BUILDING HEIGHT: 22' L' tE 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 ROOF LOAD: TOP CHORD: 1111 to] IT, FLOOR LOAD: TOP CHORD: LIVE LOAD: 20 PSF LIVE LOAD: 10 PSF (NON -CONCURRENT) LIVE LOAD: 40 PSF BOTTOM CHORD: LIVE LOAD: 0 PSF DEAD LOAD: 10 PSF DEAD LOAD: 7 PSF DEAD LOAD: 10 PSF PARTIALLY ENCLOSED 170 MPH COMPONENTS AND CLADDING WIND PRESSURES PER 2020 FLORIDA BUILDING CODE USING INTERIOR ZONE COEFFICIENTS AREA OF OPENINGS (SO. 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 (SO. 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 MICHAEL C. ANDER501N, ARCHITECT OF RECORD FL. LIG. AROOI7305 1020 5H PROVINGETOWN LANE, PORT ST. LUCIE, FL 34a53 M2)41&-2118 PLANS DESIGNED TO MEET THE REQUIREMENTS OF 2020 FLORIDA BUILDING CODE-RE5IDENTIAL OTH EDI MICHAEL C. ANDER50N lichae Digitally signed by Michael Anderson n d e rs Date: 2021.09.03 n 07:06:40 -04'00' FL. LIG. AR0017505 PLAN REVIEW REVISIONS MASTER PLAN REVISION 5-4-2021 LO CO Nrzq �q ww�w� w CYD � o a) o 1 N 1 LO LO rn ,- (V C) 0) T W N MM4U�rn� -1 J a) J&5 co Q o uj - Q LL N z LU nJIzC)C4 LL JCOQ�CV J r OCW��Ct3 z0Q�U C/) Z LO � O CY) IZ W J W I- PROJECT NO. 7-015-093 DATE DRAWN 7-15-21 DRAWN BY MCA WILSHIRE 800 B2 LIVING 1800 SQFT GARAGE �384 SQFT LANAI 1160 SQFT ENTRY 23 SQFT TOTAL 2367 SQFT 1 1 CUBIC VOLUME OF CONDITIONED SPACE _ 16,200 CUBIC FEET I , SHEET t' 31b" 50. X I'-O" DEEP GONG. FTe. I -O EACH WAY101 W1 (3) #5 r � L J G L— J o I 11 1 , 111 i „ , „ , ,1 I , I ,1 , it 1 „ f I AA I I B ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ REGE55 SLA FOR 5.G.D. 51NK W/ I I �� DISP 4 2500 PSI GONG. SLAB YV/ I ■ ( INDICATES G.M.U. CELL FILLED F I BERMESH, AND/OR W/ CONCRETE AND (1) #5 VERT..`` X6-10/O (b M WITH MIN. I 2'-6" 3'-II i/8" COVER ON 6 MIL. POLY REBAR GONT. FROM FOOTING VAPOR BARRIER OVER TO TIE SEAM (TYPICAL), ,TERMITE TREATED AA O COMPACTED GLEAN FILL. I6'-5 5/8 , 6'-8 1/2" I I O o I11 rK I I m i i LAV. N _ C N iAC I � � 4-TJ- % - GOTAA --1 --- I& - m W AC 01-011 = -tl GHA5E G REFERENGE I FIN15H FLOOR I i ■ I AA BB I G E I I ■ 2'-4" 5'-2„ I'-10' II' O" 4, O„ I z � � I z 24"x24'xl2"DP. lu I ( DD I ■ GONG. PAD FTC. F 0- IV W/ 3-#5 E.W. 1 O D■ ■ N ■ ■G 5' IAi 001 ,/YI All m FOUNDATION PLAN t bx6 — IOXIO WWF I OUTSIDE LINE I OF EXT. WALL SLAG OR FIBER MESH 1 c0 3-#5 = BARS N all 2011 O AA DETAIL I 6x6 - IOXIO WWF bx6 - IOXIO WWF SLAB OR FIBER ME5H 1 SLOPE GRADE B# -- GRADE 2-#5 O BARS 8„ 1 1-411 BB DETAIL A DETAIL I I OR FIBER MESH- N GONG. 8" GON UA SLAB SLAB VARIES 2-#5 e 2-#5- BAR.S BARE lo G DETAIL D DETAIL I I GONG. 1-#5 5LA BAR dJ 4" q„ G DETAIL I GONG. O 5LAB-7 -� 2-#5 BA K 4' K DETAIL I 1 1 1/2" MAX. N W < 5/8" GONG. }� SLA � 3-#5 N GRADE BARS GRADE 12"(MIW = BELOW 1-#5 GONG. BAR SLA Lu 8" } DETAIL H L I CON DD DETAIL I 5 1/2" (FRAME) 7 5/8" (BLOCK GONG. Q 5LA m } = 2 1'-4" E J DETAIL - 5.0.1 I SLAB "VARIE cv SHOWER `-� REGE55 m L DETAIL I SHOWER RECESS AT WALL GON Q cv CONTRACTOR TO SLAB m VERIFY SIZE WITH GRADE A/C CONTRACTOR - - - - - 2-#5 O BARS -! m !.0 GONG. M DETAIL SLA < I 8° PIPE 5LEEVE (PIA. LARGER HI DETAIL THAN PIPING I THRU FTC. 3" MIN. FT(5?ER GONG. DEPTH SLA 3" MIN., 3"MIN._ DETAIL FOOTING 4 REBAR 4„ 8„ TRANSITION PIPE THRU GI DETAIL PF FTG_DETAIL I I m U.1 } dJ -� 2-#5 8" 16° BAR5 B DETAIL I bx6 - IOXIO WWF OR FIBER MESH GONG. / 0„ GRADE BARS - 20" F DETAIL I W.G. SGHEMATI G PLUMBING, RISER D I ACCONAL D I STANGE DIMENSION FROM INSIDE GORNER OF FORME30ARDS AD = 5qI-Io" DIMENSIONS ARE ROUNDED TO THE CLOSEST I NGH MIGHAEL G. ANDER50N, ARGHITEGT OF RECORD FL. LIG. AROOI7305 1020 SW PROVINCETOWN LANE, PORT 5T. LUGIE, FL 34a53 (772)418-2118 PLANS DESIGNED TO MEET THE REQUIREMENT5 OF 2020 FLORIDA BUILDING CODE -RESIDENTIAL (7TH EDITION) TO SEWER OR 5EPTIG TANK MIGHAEL Aicha r,. ANDE ON Dlglta l�I signed b 9 Y I Michael Anderson enderDate: 2021.09.03 on 07:07:03 -04'00' FL. LIG. ARO017305 PLAN REVIEW REVISIONS MASTER PLAN REVISION 5-4-2021 it> rn — (\j o H o n W -j-1�X � co B o Z N W > _ O r " �COQ�N _ mQWrnU z0Q�U U) z � O zz cM n W J W I - PROJECT NO. 7-015-093 DATE DRAWN 17-15-21 DRAWN BY MCA WILSHIRE 7800 B2 LIVING 800 SQFT GARAGE 1384 SQFT LANAI 160 SQFT ENTRY 123 SQFT TOTAL 2367 SQFT CUBIC VOLUME OF CONDITIONED SPACE = 161200 CUBIC FEET � r SHET A 1NU loll NDON SGNEDULE O SIZE FRAME AREA U FAGTOR SHOG Q REMARKS 35 SH 52.125"X62 "X52.125 "R AA ELL P5E TOP X55.017" LEG .55 •22 1 MUNTIN5 A 35 SH 52.125 "X62" 1 22.4 S.F. .55 .22 B 25 SH 3611X62" .54 .25 1 15.5 S.F. G 3450 SH 3Q.375"X5a.625" 163 S.F. .55 .22 6 EGRESS D 1630514 15.125"X37375" 4.7 S.F. .55 .22 2 OBSG.,TEMP. E 23 5H 3b"X37.375" .54 .25 a.3 S.F. I . WINDOWS, DOORS, AND & ARAOE DOORS SHALL COMPLY WITH FLORIDA BU I LD I N& CODE W I NDLOAD AND EMER& ENCY EORE55 REQUIREMENTS. 54'-0" FIRST FLOOR PLAN SCALE 1/4" = 1'-0" 8"x8" NEWEL P05T H/ HOOD GAP AND TRIM (TOP AT +70" A.F.F) HANDRAIL AT 56" ABV. LEADING EDGE OF TREAD 2x4 P.T KICKER VENT MICROHAVE TO EXTERIOR ixb HD. GAP H/ 3/8"xi" SHOE MOULD \� OPE TO FA DINT G BEY( 2x4 HALF HALL— TOP AT 36" ABV. 2nd FIN. FLR (15) TREADS AT 10" EA. Ixl2 STRINGER 2x12 TREAD Ixb RISER - Z "- 2x12 EA. SIL S ORA03 BEOW 5T I. 8'-2 3/&" TO FACE OF FIRST RISER STAIR 2x4 HALF HALL TOP AT 32" ABV. ixl2 5TRINOER -� � ' LEADINO D&E OF TREAD 2x12 2x12 GARRIA6E 2xb 5PAGER 1/2" DRYWALL 2x4 BLK6. 2x4 5TUD5 AT 16" O.G. STAIR STRINGER DETAIL AT STAIR 51DEKALL 2x4 BLK&. ' @24" O.C. EDGE OF 2x4 GONG. BLK. BELOW TYP. STUD CORNER 15tTNtE: 3/4' = V-0„ / < r w - N- u) u) r O� POI^ RIA&E AT N RO ' 2x6 SPACER tY T HALL OUTLINE OF STORAGE DOOR SEGTION. 5GALE: I/2"=1'-0" /--� a" TO FACE OF FIRST F15ER TOP OF 2ND FIN. FLR. NO 0 +10'-0 3/4" A.F.F. 15T FLR. GI-G. HT. +&-a" A.F.F. (2) 2x 10 BEAM TOP OF SLAB +0'-0" (REF. ELEV) NOTE: ALL INTERIOR FRAME HALLS ARE 2X4'S AT 24" O.G. UNLESS NOTED OTHERWISE SEGO``LD FLOOR PLAN NOTE: ALL INTERIOR FRAME BEARING HALLS ARE 2X4'5 AT 16" O.G. UNLE55 NOTED OTHERHISE DOOR SGNEDULE O SIZE FRAME AREA U FACTOR 5HOG Q REMARKS 1 3065 5HIN6 I EXT. DOOR 2 606& 5.6.0. 72"XSO" 40.0 S.F. .55 .25 I EXT. DOOR 3 25&5 SHIN& I SOLID GORE 4 2468 SWING 2 INT. DOOR 5 2665 SHIN& 3 INT. DOOR 6 25b& SHIN& 2 INT. DOOR 7 5068 BYPASS I INT. DOOR 8 506& BIFOLD I INT. DOOR Cl 4068 BIPA55 5 INT. DOOR 10 2468 POCKET I INT. DOOR 11 2068 BIFOLD 2 INT. DOOR 12 2036 1 5TOR. DR. 13 16070 OVHD. DR. I OARAOE DO DRYER DUCT DOWN BETWEEN FLOOR JOISTS AND ROUTE TO EXTERIOR IN BACK. O NOTES: I. HOOD STUD 5PAGIN&: (UNLESS OTHERHISE NOTED ON PLANS) -EXTERIOR FRAME HALLS AT 16" O.G. -INTERIOR FRAME BR&. HALLS AT I b" O.G. -INTERIOR FRAME NON-BRO. HALLS AT 24" O.G. -KITCHEN CABINET HALLS AT 16" O.G. 2. FRAME HALLS ARE DRAWN 3 1/2"tHIDE UNLESS OTHERWISE NOTED 3. GONG. BLOCK HALLS ARE DRAWN -1 5/8" HIDE UNLESS OTHERWISE NOTED 4. TOOL GONG. BLOCK JOINTS INSIDE &ARAGE HALLS (BRUSH 4 GLEAN) 5. DOOR 4 WINDOW ROU&H OPENING-5 SHALL BE PROVIDED BY BUILDER 6. TOP OF TYP. BLOCK HALL +&'-0" UNLESS OTHERWISE NOTED 7. HEIGHTS ARE MEASURED ABOVE TOP OF FOYER SLAB 5. SEE 5TRUGTURAL NOTES FOR ADDITIONAL INFORMATION -XX.X INDICATES HIND PRE55URE IN PSF FOR OPENING WALL LECENi7 MICHAEL G. ANDERSON, ARCHITECT OF RECORD SCALE 1/4" = 1'-0" FL. LIG. AR0017305 1020 SH PROVINGETOHN LANE, PORT ST. LUCIE, FL 34a53 (772)418-2118 PLANS DE51&NED TO MEET THE REQUIREMENTS OF 2020 FLORIDA BUILDING GODE-RESIDENTIAL OTH EDITION) INDICATES INT. BRO. PER r LAN INDICATE5 PLANT SHELF HT. PER PLAN OF BLOCK• INDICATES SECOND FLOOR EXT. FRAME HALLS H/ 2X4'S AT 16" O.G. MICHAEL G. ANDER50N Michae Digitally signed by I Michael Anderson Anders Date: 2021.09.03 on 07:07:21 -04'00' FL. LIG. AR0011305 PLAN REVIEW REVISIONS MASTER PLAN REVISION 5-4-2021 CYD Q)44 q W N�q SON � o w�� N V cYj o LO LO r CV O �7 T "0 ;M4 U w (n N I-- ar h ct Lu 0 _j"tt X M o 1: Lu x -QLL xN �_ N wJ �LL O'_ fY _1m0ACC) N ' ` T co < cy)i 0 QUOCNU z,OQ� LIJ � � Z O � M 0- w J w F- PROJECT NO. 1-015-093 DATE DRAWN J�7-15-21 DRAWN BY MCA WILSHIRE 1800 B2 I LIVING 1800 SQFT I GARAGE384 SQFT LANAI 60 SQFT ENTRY �3 SQFT TOTAL 2367 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 16,200 CUBIC FEET , f GOINGRETE "U" 13LOGK TIE -BEAM TOP LOURS HORIZ. 2X2 NAILED TO VERT. IX2'5 W/ 12d X S- NAIL SOFFIT DETAIL ATTACHMENT PER MFRS. RECOMMENDATIONS IX2 NAILED TO TRU55 TAILS W/ (2)-8d NAILS ATTACHMENT PER MFRS :E PL N RECOMMENDATIONS -IF STAPLES ® 5" O.G. PER MFRS. RECOMMENDATIONS CONTINUOUS VENTED SOFFIT N.T.S. 12 nA GEMENTITIOUS GOATIN ON LATH 117411= x z ❑ O IX I ! TRU55 BRO. HT. — +IS'-O 3/4" A.F.F. +5'-0" ABV. 2ND F.F. TOP OF 2ND F.F. f 0 `r' +10'-0 3/4" A.F.F. IL ----_ _ _ —_ _ _ _ TOP OF BLOCK A.F.F. a t _ GEMENTITIOUS COATING il.1X W I ON BLOCK - — _ _ — _ _ _ _ _ _ _ - +O'-O" (REF. ELEV.) TOP OF SLAB 12, OA ---------- - - — - — -TRU55 BRO. HT. +18'-O 3/4" A.F.F. ❑76 M +5'-0" ABV. 2ND F.F. - c = CEMENTITIOUS I N ix � TOP OF 2ND F.F. COATING ON LATH �" -----_ � p (- LL +10'-0 3/4" A.F.F. --_ --_ --_ _—_ - --- — - — - _ TOP OF BLOCK +8'-8" A.F.F. 5" W. RA15ED TRIM (PROD. CEMENTITIOUS COATING ON BLOCK -- — - — - — - — - - — - - — - ----4------I--I--- J% +O'-O" (REF. ELEV.) TOP OF SLAB R I C HT SIDE ELEVATION Ins O ir 12" 50. GONG. 21-411� 21-4" BLK. GOLU RA15ED TRIM (PROD. 3/4") FRONT ELEVATION 1/8" = I'-0" REAR ELEVATION I/a" = I'-O" GEMENTITIOUS COATING ON LATH 3 CEMEN I OU5 - _ GOAT) ON BLOCK ILL X RIDGE HEIGHT 12 �6 / 16" OVERHANG TYPICAL UNLESS j OTHERH15E NOTED �J — - — - ----- 0----- _ BRO. HT. _ MM++1&-O 3/4" A.F.F. +8'-O" ABV. 2ND F.F. IY p GEMENTITIOUS COATING ON LATH 1 � L I J-1 4" H. RA15ED O (D TRIM (PROD. 3/4"9 --_ --_ ------- _-----_ - — - _-- TOP OF 2ND F.F. +10'-0 3/4" A.F.F. TOP OF BLOCK 8" H. SCORED Ix3 OR 1x4 P.T. BUCK SET 1N SEALANT AND NAILED W/r-1/2" CASE HARDENED COIL NAILS AT 12" O/G. MAX. CONC. OR MA501W DRYWALL BOARD CAULKING r ALUMI&M FRAFIE FASTEN THRU BUCK W/ 3/16"x3 1/4" TAPCON SCREWS ® 24" O/C MAX. IN PRI:DRILLED IDLES BY MAN FAGTURER PERIMETER CAULKMkS CEMEW171OUS FINISH HEAD DETAIL WIND❑W DRYNALL Bo DOOR TRI DOOR FRAME FASTENED THROUGH BUCK W/ 3-1/4" x 114" (MIN) TAPCONS, WITH 0) TAPCON 6" MIN FROM EA. CORNER; AND 4 EO. SPACED TAPCONS ON EA. VERTIC, LEG w MIN. Em9w OF 15/6" TRU55 BRO. HT. - — - - - — - - +I8'-O 5/4" A.F.F. +5'-0" ABV. 2ND F.F. TOP OF 2ND F.F. LEFT SIDE ELEVATION NOTES: I. HOLD ALL WOOD FASGIA/50FFIT 3/4" ABOVE ROOF SHEATHING. P.T. (2) 2X4 BUCK - CONNEGT TO BLOCK W/ �i(6" x 3" TAPGONS (1 1/4" MIN. EMBEDMENT INTO BLOGK) WINDOW PRE550RE CHART 160 MPH TAG PRE55URE5 ZONE 5q•Ft ID +2716 / -30.0 4 O-ILIA O +26.4 / -28.7 4 20-49.9 O +24.8 / -2-1.1 4 50- M A O4 +23.5 / -25.8 4 IOO-4aa.a 0 +27.6 / -37.0 5 0-Iq.a O +26.4 / -54.5 5 20-4C1A O +24.5 / -31.2 5 5O-aa.a [erg +23.5 / -28.7 5 IOO-4•qa.a ® +23.5 / -25.7 INT. 112 Y +10'-0 3/4" A.F.F. TOP OF BLOCK_ - — +5'-5" A.F.F. ,-` +O'-O" (REF. ELEV.) TOP OF SLAB ALUMIAIUM FRAME PASTEN THRU BUCK W/ 3/16"x3 1/4" TAPCON SCREWS ® 24" O/C MAX. IN PREDRILLED HOLES BY MA PAGTURER PERIMETER CAULKING GEMPNTITIOUS FINISH GONG. OR MASONRY Ix3 OR Ix4 P.T. BUCK 5ET IN SEALANT AND NAILED Al-1/2" CASE HARDENED COIL NAILS AT 12" O/G. MAX DRYWALL BOARD CAULKIN& JAMB DETAIL WIND❑W ALL#41&M FRAME SECURE FRAME TO SILL WITH SILICONE Qo O c0 Qo 0. o .pa . LPRECAST OR POURED SILL PERIMETER CAULKING SILL DETAIL WIND❑W Ix6 P.T. BUCK SET 1N DOOR THRESHOLD SET SEALANT AND SECURED W/ IN BED OF CAULK CAW HARD NAILS * 12" O.G. (MAX) FASTED TO SILL W/ 3176" DIA. TAPCONS ® 16" O/C PERIMETER CAULKI FLOOR COVERIAS-- 0 o %0_ I, GEAIENTIVOUB FINISH 0 METER PERCAULKING ()0° � °° G o a o° a DOOR TRIM PERK CAULKI CONCRETE SLAS STUfZO FINISH PERIMETER CAULKING CONC. OR MASONRY 1x4 OR Ix6 P.T, BUCK SET IN SEALANT AND NAILED W/1-1/2" CASE HARDENED COIL NAILS AT 24" 0/C. MAX. DRYWALL BOARD CAULKING DOOR FRAME FASTEN THRU BUCK W/ W/ 3-1/4" x 1/4" (MIA!) TAPCONS AT 24" O/G. MAX IN ILLED HOLES BY TUBER JAMB/HEAD �$4_ ,'-2 7/a" CSGD m 0 2x4 VERT. AT EA. FACE OF ARCH W/ (3) IOd NAILS AT PREGAST LINTEL AT TOP EA. END TOE NAILED W/(2) —� BLOCK GOURSE IOd AT BUCK 2x4 50LID BLOCKING (FULL WIDTH OF WALL) BTHN. TOP OF BLOCK HALL PLYWD. ARCH FACES W/ (3) — IOd NAILS THRU O.S.B. INTO EA. 2x4 P.T. (2) 2X4 BUCK - CONNECT TO BLOCK W/ 2X4 VERT. BRACES x 3" TAPCONS (1 1/4" MIN. EMBEDMENT INTO BLOCK) 15/32" COX PLYWOOD PANEL (BOTH 51DE5) NAILED TO PROVIDE -%(," x 3" TAPGON (I H/ ad NAILS AT 4" O.G. 1/4" MIN. EMBEDMENT INTO zoBUCK AT EA. SIDE BUCK -(I) ��'_BLOCK) 2x4 SOLID BLOCKING (FULL WITHIN 4" MIN. TAPGON OF— HIDTH OF HALL) BTHN. START OF ARCH PLYHD. ARCH FACES W/ (3) IOd NAILS THRU 0.5.5. INTO EA. 2x4 BUILT-UP PLYWOOD OR MA50NITE BUCK - SCRIBE BACK5IDE TO FIT ARCH. CONNECT W/ 8d NAILS I" x 3" BUCK GONTINUOUS SILL DETAIL EXT DOOR DOOR FRAME FASTEN TO SILL W/ #6 x 1" SCREWS ® 2'-0" O/C FLOOR COVERING Fy�'t ae thI . 'o boo 000 6 . ISRour BED CONCRETE SLAB C" T I I T1 - 7- A T I OVERHANG SEPARATIONS 1/4" = 1'-O" 15/32" COX A -A PLYWOOD PANEL (BOTH 51DE5) NAILED TO BUCK W/ 8d NAILS AT 4" O.G. CONTINUOUS GONG. BLOCK LINTEL PER PLAN ARCH OPNG. BUILT-UP PLYWOOD OR MA50NITE BUCK - SGRIBE BACK5IDE TO FIT ARCH. CONNECT W/ 8d NAILS LINE OF RECTANGULAR ROUGH OPENING SEGT I ON A —A ARGN IN MASONR"r WALL HT. MIGHAEL G. ANDER50N, ARCHITECT OF REGORD FL. LIG. AROOI7305 1020 5H PROVINGETOWN LANE, PORT 5T. LUCIE, FL 34ct53 (772)41.5-21 I S PLANS DE51 GNED TO MEET THE REQUIREMENTS OF 2020 FLORIDA BUILDING CODE -RESIDENTIAL (7TH ED MIGHAEL G. ANDERSON lichael Digitally sign by Michael n d e rs An Datte:rson n 2021.09.03 07:07:33 -04'I FL. LIG. AR0017305 i PLAN REVIEW REVISIONS I I MASTER PLAN REVISION 5-4-2021 Lo Lo rn T N o W N ct J~�i\ _j zi5Co< o z Uj uN Q- W > — O LL r _jC0Q00N ��— mwcN°'o� z0Q�U �� C0z 04 o cM EL w J W PROJECT I NO. 17-01�5-093 DATE DRAWN 7-15-21 DRAWN BY MCA WILSHIRE 1800.B2 LIVING 1800�SQFT GARAGE 384 SQFT LANAI 160 QFT ENTRY 23 QFT TOTAL 23671SQFT CUBIC VOLUME CONDITIONED SPACE 16,200 CUBIC FEET pF _ SHEET ■ 1/4" = 1'-0" k PROVIDE SIN "HETA20" AT E; VERTICAL TC CONNECTION ANGHOR SGHEOULE (5I MP5ON STRONG -TIE PRODUCTS MODEL NUMBER) DESIGNATION MODEL # ALLOWABLE LOADS NAIL PATTERN SIMPSON HETA20 < 1610 > 10-I0d x 1 1/2 USE 51MP50N HETA20 FOR ALL TRUSS TO BLOCK CONNECTIONS (U.N.0) 5IMP50N MT512 < 1000 > 14-I0d x 1 1/2 USE SIMP50N MT512 FOR ALL TRU55 TO FRAME CONNECTIONS (U.N.0) 51MP50N (2) HT520 < 2g00 > 24-I0d X 1 1/2 TO PLATES 24-I0d X 1 1/2 TO 5TUD5 NOTE: TOP OF P.G. LINTEL BEARING AT BOTT. @ LANAI +8'-8" 8U8 8F8-1B 8F16-1B/1T #5 REBAR AT TOP MIN. (1) REQ'D 1-1/2' CLEAR F = FILLED WITH GROUT / U = UNFILLED � 10.. F FQUANTITY OF REBAR AT ¢ _ C.M.U. BOTTOM OF LINTEL CAVITY :+ 8F16-1B/1T ' � C3 �'— GR❑UT zNOMINAL WIDTH QUANTITY OFtO#5 REBAR AT BOTT❑M NOMINAL HEIGHT REBAR AT TOP OF LINTEL CAVITY TYPE DESIGNATION 7-5/8'ACTUA 8' NOMINAL WIDTH PROVIDE 51MP50N "HETA20" AT EA :U55 VERTICAL TO LINTEL CONNECTI FLOOR FRAM I NO FLAN 5GALE 1/4" = 1'-0" Om HN 2� l00 iJ- IL I,�n I V1 LL tu Ll }z Ow Q 1 G PREGAST HEADER SGHEDULE B-X LINTEL GA5T GRETEALLOHABLE ALLOHABL MEMBER LENGTH TYPE LOAD UPLIFT B-1 17'-411 SF24-IB 160a PLF 63-1 PLF B-2 6'-6" 8F16-IB 54&0 PLF 1880 PLF B-3 5'-411 8F24-IB 7342 PLF 3607 PLF B-4 4'-6" 8F16-6 6113 PLF 2724 PLF B-5 5'-1011 81=16-6 4360 PLF 20C13 PLF B-6 7'-6" 5F24-IB 5651 PLF 2571 PLF B-7 4'-6" SFI6-IB 6115 PLF 2724 PLF B-8 a'-4" SFI6-I6 1843 PLF 1133 PLF B-a 14'-8" 8F16-IB/2T 1370 PLF 655 PLF (2)2X W/ PLYHD. SPACER BEAM AS NOTED PER PLAN 5PH4 (TOP PLATE TO 5TI D CONNECTOR) TYP 2x CONT. 5TA66E MID -WALL BLOCK (HALLS OVER 10' PROVIDE BLOGKII 4'-0" O.G. MAX. - 2x STUD 161, O.G. RED N6 -IT dG @ Cr_1 TOP PLAN in (0'; MAX ARCH 'ER FRAME OPN6. PER PLAN (PROVIDE (2) CONNECTORS FOR SPANS OVER 6' OR AS NOTED) ROOF TRUSSES OR 2x RAFTERS 24" O.G. CONNECT H/(2) Ibd MIN. GOMMON5 TOE -NAILED TO TOP PLATE SEE ROOF PLAN FOR REQ'D STRAP AT EACH MEMBER. 5PH4 (TOP - PLATE TO BEAM CONNECTOR) w I b" O.G. TYP. LSTA24 (BM. TO STUD GONNEGTOR) NOTE: TRU55 TO PLATE ANCHOR, STUD TO TOP OR SILL PLATE ANCHORS, AND BOLT5 TO SLAB NOT REQ'D AT INTERIOR BEARING HALLS NOTED ON PLANS AS SUPPORTING GRAVITY LOADS ONLY (NO UPLIFT LOADS). 5PH4 (STUD TO BOTTOM PLATE CONNECTOR) NUMBER TO MATCH NUMBER OF STRAPS ABOVE OPENING 1/2" DIA. EXP. BOLT (2 5/4' MIN. EMBEDMENT) H/ 2" X Y8" THICK HASHER 24" O.G. (PLATE TO SLAB CONNECTOR) FRAME BRO. HALL TO SLAB GONNEGTOR DETAIL EXT. WALL OR INT. BRO. HALL -t 1-n 11 -f 1-O 11 ROOF FRAM I NC PLAN Lu N I_ X FRAM I NC NOTES: 1. DE516N LOA05: HIND: 160 M.P.H. AT 3 SECOND BURST ROOF: 37 P5F (20 L.L../17 D.L) 2. #2 OR BETTER 2x4 BLOGKIN6 AT 4'-0" O.G. WITH 2 EA. 16d TOE NAILED EACH SIDE (DIAPHRAM AREA) 3. AT BLOGK/STRUGTURAL FRAME HALL CONNECTION, PROVIDE 1/2" DIA. COUNTERSUNK ANCHOR BOLTS W/ 2-1/4" MIN. EMBED. ® 24" O.G. VERT @ (2)2x4 P.T. VERT. 4. SEE FRAMIN6 PLAN FOR PRECAST LINTELS TYPICAL 5. PERMANENT OR TEMPORARY BRACING OF TRU55ES PER 11091. ANY ADDITIONAL TRU55 BRACIN6 REQUIRED HILL BE DETERMINED BY TRUSS EN61 NEER ON 516NED AND SEALED TRUSS DIAGRAMS. 6. ALL HEI&HT5 NOTED ON PLANS ARE MEASURED FROM TOP OF FIN15H FLOOR (REF. ELEV. 0'-0") 7. ALL TRUSS TO TRU55 CONNECTORS TO BE SUPPLIED BY TRU55 MANUFACTURER. 5. SEE 5TRUGTURAL NOTES FOR ADDITIONAL INFORMATION. Q. OVERHAN6 15 I'-4" UNLESS NOTED OTHERWI5E WALL LEGEND INDIGATE5 INT. BRO. • • LAN 5HELF HT. PER PLAN ►���r���♦��INDICATE5 PLANT INDICATES• • OF S<,AI F 1/4" - MICHAEL G. ANDERSON, ARCHITECT OF RECORD FL. LIG. AROOI7305 1020 5H PROVINCETOHN LANE, PORT 5T. LUCIE, FL 34a53 (772)418-2118 PLANS DE51ONED TO MEET THE REQUIREMENT5 OF 2020 FLORIDA: BUILDING GORE -RESIDENTIAL (7TH ED INDIGATE5 5EGOND FLOOR EXT. FRAME HALL5 W/ 2X415 AT 16" O.G. MICHAEL C. ANDER50N Michae Digitally signet I by Michael Anderson Date: Anders2021.09.03 07:07:51 -04'00 on FL. LIG. AROOI7305 / o PLAN REVIEW REVISIONS MASTER PLAN REVISION 5-4-2021 q N rn 0 LO 1.0 �- N CD 0") I 1p W CIQ W >C 0 C/) CO ° " Q LL N Z pJOCoLL co um� p�c a z W N T x uj w (D WU0Q�U (1)p CC) IL W J W H PROJECT NO. 117-015-093 DATE DRAWN DRAWN BY 7-15-21 MCA i WILSHIRL 1800 B2 LIVING 1800 SQFT GARAGE 384 SQFT LANAI 160 SQFT ENTRY 23 SQFT TOTAL 2367 SQFT CUBIC VOLUME CONDITI 16,200 CUBIC OF NED SPACE _ FEET SHEET ELEGTRIGAL LOAD GALGULATION 2014 S.F. AT 3 VA 6.2 kVA 2 SMALL APPLIGANGE CIRCUITS 1500 VA EACH 3.0 kVA LAUNDRY CIRCUIT 1.5 kVA RAND 12.0 kVA I WATER HEATER 3.0 kVA DISHWASHER 1.5 kVA DISPOSAL 1.5 kVA DRYER r� n I-ve 2" RIGID O.H. SERVIGE E.P. . 3-#2/0 XHHH 2/0 SER GABLE 150 150 SUBTOTAL 33.7 kVA 32 GKT AMP G/B FIRST 10 kVA AT 100% 10.00 kVA PANEL REMAINDER AT 40% q.45 kVA TOTAL OF OTHER LOAD M.45 kVA 10 kVA OF AG AT 40% 4.00 kVA 3# 1 GU THNN TOTAL 23.48 kVA 2" GONDUIT —' 23,4&0 VA DIVIDED BY 240 V q7.6 A POOL 505 PANEL 30.0 A NO. 4 GU. HIRE TOTAL 127.8 A TO GOLD HATER USE 150 AMP SERYIGE PIPE IF GU PLUMB. METER E NOT GU USE SUPPLEMENT GROUND NO. 4 GU. HIRE TO 5/8" x 8'-0" SGHEMATIG ELEGTRIGAL RISB��ROUND ROD T FOR )WAVE NEGT LT. '"--- — — --"" COACH LT. PREWIRE PREWIRE FIRST FLOOR ELEGTRIGAL- PLAN 5GALE 1/4" = 1'-0" ELEGTRIGAL NOTES 1. ALL BEDROOMS SHALL HAVE AFGI CIRCUIT PROTECTION UNLE55 NOTED OTHERWISE. 2. ALL COUNTERTOP KITCHEN AND BATHROOM OUTLETS SHALL BE 6F1 CIRCUIT PROTECTION URLE55 NOTED OTHERWISE. 3. ALL EXTERIOR OUTLETS SHALL BE WATER PROOF 6FI CIRCUIT PROTECTION UNLESS NOTED OTHERWISE. 4. PROVIDE DISCONNECTS AT ALL APPLIANCES AND OTHER EQUIPMENT A5 REQUIRED BY N.E.G. 5. IF NE BRANCH CIRCUITS ARE ADDED: A) ALL 120V, 51N6LE PHASE, 15 4 20 A BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED IN DWELLING UNIT FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, 5UNROOM5, RECREATION ROOMS, CLOSETS, HALLWAYS OR SIMILAR ROOMS OR AREAS SHALL BE PROTECTED BY A LISTED ARC -FAULT CIRCUIT INTERRUPTER COMBINATION TYPE, INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT (NEG 210.12 (B)). B) TAMPER RESISTANT RECEPTACLES (NEC 406.11) ARE REQUIRED IN DWELLING UNITS IN ALL AREAS AS SPECIFIED IN 2008 NEC, 21052, ALL 125V, 15 4 20A REGEPTAGLE5. NOTE: ELECTRICAL PLAN IS SCHEMATIC. ELECTRICIAN SHALL VERIFY THAT ALL ELECTRICAL INSTALLATIONS MEET APPLICABLE VERSION OF NATIONAL R ECTRIGAL CODE AND 2020 F.B.G. FEEDER 12O/24OV-IPH-3W MAIN BREAKER MAIN LUG ONLY AMPS 150 AMP BUS AMPS 200 A/C 22000 INT A/C 65,000 CIRCUIT NO. CIRCUIT ID BRK AMP WIRE 51ZE A PHASE A PHASE WIRE 51ZE BRK AMP CIRCUIT ID CIRCUIT NO. I A/C 40 8 ® 6 60 HEAT 2 3 A/C 40 8 6 60 HEAT 4 5 DRYER 30 10 5 40 RANGE 6 7 DRYER 30 10 & 40 RANGE 5 q REFRID6 20 12 12 20 WASHER 10 11 KITCHEN 20 12 12 20 BATH GFI 12 13 KITCHEN 20 12 14 15 BEDROOM ARC, 14 15 H-W 30 10 ; 14 15 BEDROOM ARC 16 17 H-W 30 10 14 15 GENERAL LITE IS ICI SPACE • 14 15 BEDROOM ARC 20 21 GENERAL LITE15 14 14 15 WP/6ARA&E 6Fi 22 23 D15HWA5HER 20 12 14 15 6ARA6E DOOR 24 25 • • 14 15 GENERAL LITE 26 27 • • 14 15 GENERAL LITE 26 2q ® • 30 31 • • 32 33 • • 34 35 36 37 • • 3& 3q 40 41 • • 42 SEGOND FLOOR ELEGTRIGAL- PLAN 5GALE 1/4" = 1'-0" LEGEND -0- SURFACE MTD, CEILING FIXTURE 4- PENDANT FIXTURE lO� RECESSED LIGHT 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) (`O WALL MTD. SMOKE DETECTOR O CEILING MTD. SMOKE DETECTOR OO CEILING MTD, CARBON MONOXIDE DETECTOR -1007- CHIMES 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. O— RHEOSTAT SWITCH @ 42' A.F.F. TP Q TOUCH PAD FOR SECURITY SYSTEM O CENTRAL VACUUM OUTLET LOCATION FLEITELECTRICAL DISCONNECT MICHAEL G. ANDER50N, ARCHITECT OF RECORD FL. LIG. AROOI7305 1020 5W PROVINCETOWN LANE, PORT 5T. LUCIE, FL 34g53 (772)418-211 & PLANS DE51ONED TO MEET THE REQUIREMENT5 OF 2020 FLORIDA BUILDING GODS—RE5IDENTIAL (7TH EDITI( MIGHAE'_ licha ', A�N'E'5 N signed g y I Michael Anderson ,nderDate: 2021.09.03 On 07:08:03 -04'00' FL. LIG. AR0017305 PROJECT COACH NO. 17-015-093 DATE DRAWN DRAWN BY 7-15-21 MCA WILSHIRE 1800 B2 LIVING 1800 SQFT GARAGE 84 SQFT LANAI 60 SQFT ENTRY �23 SQFT TOTAL 2367 i SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 16,200 CUBi� FEET I PLAN REVIEW REVISIONS MASTER PLXN REVISION i 5-4-2021 i i a) O W N�q W�W � W ! co O LO LO T *- CV O m ti cr, r, ct w �C0c�X ° (n :QIQI N -i CO 00 CV O r, LL CV r =LUF (00 UOCC�0 O¢� LLj U) � W `0U)z N _ C'7 a- w J w i- SHE TAM I 1 I FIN � CORNER CORNE - FLA5HIN6 TAPE - - - CORNER---,. FLA5HIN6 TAPE FLA5HIN6 TAPE TAPE 51DE G}{E, FLA5HIN(5 WINDOW TOP t-- NAIL1146 TAPE WINDOW BOTTOM SILL FLASHING TAPE #1 SILL FLASHING T� #2 HATER RE r--------------i I. GUT THE HATER RE51TIVE BARRIER (IG) R SISTIVE I BARRIER BARRIER f5T GUT I I I ;< 1 I�-4TH GUT, I 3RD1 I `MAKE A 6" OUT UP j I GUT FROM EACH TOP CORNER AT A 450 I AN61LE TO ALLOW I %-45Q)TYP I THE HATER BARRIER j �2ND, TO BE LAPPED OVER THE FIN AT THE HEAD OF I I I 1 GUT I THE WINDOW. _ - IO I �- ------------- 2., FOLD THE HATER RE-515TIVE BARRIER (ID). FOLD SIDE AND BOTTOM FLAPS INTO THE OPENING AND STAPLE TO IN51DE HALL. FOLD TOP FLAP UP AND TEMPORARILY FASTEN 3. APPLY SILL FLA5HIN6 TAPE #I. OUT A PIECE OF FLASHING TAPE 12" LONGER THAN THE OPENING HIDTH. APPLY AT THE BOTTOM OF THE OPENING AS SHOWN (IE) 50 IT OVERHANGS P TO THE EXTERIOR. NOTE: THE TAPE 15 GUT 12" LONGER THAN THE WIDTH 50 THAT IT WILL EXTEND 6" UP EAGH 51DE OF THE OPENING. 4. TAB THE SILL FLASHING TAPE AND FOLD. OUT P WIDE TABS AT EACH CORNER �V2" FROM EACH 51DE OF CORNER) (IF) FOLD TAPE TO THE EXTERIOR AND PRE55 FIRMLY TO ADHERE IT TO THE WATER RESISTIVE BARRIER. 5. APPLY SILL FLASHIN6 TAPE #2. GUT A PIECE OF FLASHING TAPE 12" LONGER THAN THE OPENING WIDTH. APPLY AT THE BOTTOM, OVERLAPPING TAPE #1 BY AT LEAST 111. DO NOT ALLOH THE TAPE TO EXTEND PAST THE INTERIOR FACE OF THE FRAMIN6 (16). NOTE: THE FLASHING MAY NOT FULL COVER THE FRAMING MEMBERS. I. APPLY 51DE FLA5HIN6 TAPE. GUT TWO PIECES OF FLA5HIN6 TAPE 4" LONGER THAN THE FRAME HEIGHT OF THE WINDOW. APPLY ONE PIECE TO EACH SIDE OVER THE NAILING FIN AND ONTO THE WATER RE51TIVE BARRIER. THE TAPE SHOULD EXTEND 2" ABOVE THE TOP OF THE WINDOW AND 2" BELOW THE BOTTOM OF THE WINDOW. PRE55 THE TAPE DOWN FIRIML 1 I I 2. APPLY TOP FLA5HIN6 TAPE. GUT A PIECE OF FLASHING I TAPE LONG ENOUGH TO 60 ACROSS THE TOP OF THE ! 2 WINDOW AND EXTEND AT LEAST I" PAST THE 51DE FLASHING I TAPE ON BOTH SIDES. APPLY THE TAPE OVER THE TOP 2 NAILING FIN AS 5HOHN. r�1 I ru NOT" DO NOT TAPE OR SEAL THE BOTTOM NAILING FIN. I 1h I 3. FOLD DOWN TOP FLAP OF HATER RESISTIVE BARRIER 1 117 (3G) I 4. APPLY FLA5HIN6 TAPE TO DIAGONAL GUTS. OUT PIECES OF FLASHING TAPE AT LEAST I" LONGER THAN THE DIAGONAL GUTS IN THE HATER RESISTIVE BARRIER. APPLY THE TAPE GOVERIN6 THE ENTIRE DIA60NAL GUT IN THE WATER RE515TIVE BARRIER AT BOTH UPPER CORNERS OF THE WINDOW. NOTE: BE SURE TO OVERLAP THE TOP CORNERS (3D) 51 OROOF EDGE-' O2 I d ,yam O O ( ROOF I EDGE 41 OI O (O RIDGE I 2 2 O I I I V V OZONE I-U5E 8d RING SHANK NAILS @ 6" O.G. O ZONE 2-U5E 5d RING SHANK NAILS O ZONE 3-U5E 8d RIN6 SHANK NAILS @ 4" O.G. NAILING F ATTERN FOR ROOF ROOF SHAPE REPRESENTS TYPICAL ZONES ONLY. REINFORGED/FILLED GONG. BLOCK GELS del I �I LINTEL 11 I 2x4 STUDS @ 5PACIN6 11 PER PLANS I I VERTICAL FILLED CELL H/ 1-#5 BAR I (2) Ibd 1 GONG. BLOCK WALL @ 12" O.G. I (2)2x4 P.T. H/1/2" DIA. COUNTERSUNK BOLTS 1 @ 24" O.G. VERT 2 1/4" MIN EMBEDMENT 11 WITH 2" SQUARE X I/8" THICK HURRICANE HASHER I I I I 1 I 1 I L------ EXTERIOR FRAME MALL TO GONG. BLOGK MALL GONNEGTION TOP OF SLAB FASTEN 6ARA6E DOOR TRAGK 5TAY5 TO PT BUCK H/ 5/I6" X 1-5/4" LA6 5GREH5 @ 5" AFF, 36" AFF 12" AFF AND OPENIN6 HT 1/2" DIA L-BOLT FOR 8'-O" DOOR 0" LONG) H/ 2" 50. FASTEN GARAGE DOOR 32" WASHER AT TRACK STAYS TO PT BUCK O.G. MAX. 2x6 P.T. W 5/16" X 1-3/4" LA6 JAMB DETAIL SCREWS @ 5" AFF, 36" AFF 54 1/2" AFF AND OPENING HT FOR 16-0" DOOR 2x4 P.T. H/ GONG. 2x6 P.T. FROM BOT. NAILS AT 12" O.G. -� F-OF HDR. TO GL6. LINE e e 1/2" DIA L-BOLT 2x6 m 0" LONG) H/ 2" 50. HASHER P.T. GARAGE DOOR P b OPENING • N . 1/2" DIA L-BOLT (5" LONG) W/ 2" 50. HASHER AT 32" O.G. MAX. N (4) EA. SIDE OF OPN6. �t ELEVATION C AR AGIE DOOR DETA I L INSTALL 51MP5ON HT5MI6 H/ (a) IOd NAILS TO TRU55 ATTACH STRAP TO LINTEL H/ (4)1/4" x 2-1/4" MIN TAPCONS VERIFY NUMBER OF TAPGON5 WITH CONNECTOR SCHEDULE ROOF TRD55 8" X 8" X 16" - CONCRETE LINTEL BLOCK FILL HITH CONCRETE AND (1) #5 BAR ALTERNATE TRU55 ANCHOR DETAIL N.T.5. (4) 10d NAILS 2X BLKG. TOENAILED TO TOP RAIL BOTTOM BLKG. P.T. 2X6 W/ (3) 1/4" X 3" TAPGON5 BETWEEN TRUSSES a STRUCTURAL NOTES: HOOD ST`UGTURAL NOTES: 1. W 1 ND LOAD REOU I REMENT5 AT 160 MPH PEAK WIND GUST FOR 1. ALL WOOD TO BE SPEG I E5, CROUP, AND GRADE A5 SHOWN 3 SEG. BURST PER 2020 FBG. ON DETAILS. DAMAGED WOOD NOT TO BE USED. 2. GROUP II WOOD IS SOUTHERN YELLOW PINE #2.S, 2. WINDOWDOORS, AND GARAGE DOORS SHALL BE DESIGNED TO Fb=1200 PSI, E=1000,000 P51, M.G.=Ig96 MAX.,TYP. THE 2020 FLORIDA BUILDING CODE. PINE CROUP III WOOD 15 DOUCLAS FIR-LARGH, SOUTHERN YELLOW 3. ALL FLOOR SLABS TO BE OF 2500 PS 1 GONGRETE PLANT MIX PINE, HEM -FIR, OR511:11RUGE-PINE-FIR. 4" THICK WITH FIBER MESH AND/OR 6 X 6-10/10 W.W.M. W/ MIN. 3. ROOF TRUSSES TO BE SET WITHIN 5" OF STUD LOCATED BELOW. I" COVER ON 6 MIL POLY VAPOR BARRIER OVER GOMPAGTED GLEAN FILL. 4. END JOINTS IN STRUGTURAL DOUBLE TOP PLATE SHALL BE 4. FIBER MESH REINFORCEMENT: FIBERS SHALL BE 1/2" TO 3/4" OFFSET AT LEAST 4'. STRUCTURAL DOUBLE PLATES TO BE NAILED AT 6" O.G. MAX. GOLLATED POLYPROPYLENE FIBERS. REQUIRED DOSAGE RATE SHALL BE AS SPEG I F I ED BY THE MANUFACTURER. FIBERS SHALL 5 5 . EXT. SHEATHING ON WALLS TO BE MIN. 15/32" BE USED 1 N 5TR1 GT ACCORDANCE W f TH THE MANUFACTURER'S X PLYWOOD. WALL NAIL PATTERN TO BE 6 " RECOMMENDATIONS AND WITHIN TIME AS SPECIFIED IN A5TM Cq4 . O.G. W/ I Od NAILS UNLESS OTHERWISE NOTED. THE FIBERS SHALL COMPLY WITH ASTM DESIGNATION C 1116 TYPE 111 4.1.3 AND WITH APPL I GABLE BU I LD I NC CODES. 6. ALL STRUCTURAL LUMBER (EXGLUD I NC PREENC. NO. GERTIFIGATION OF COMPLIANCE SHALL BE MADE AVAILABLE TRU55ES) TO BE #2 OR BETTER CROUP 11, UNLESS OTHERWISE ON REGZUE5T. STANDARD AGI 302 PROGEDURE5 FOR PLACING, 1%03' ;WGTURAL HEADER SIZES 5HOWN ON ROOF FRAMING F I N I SH I N6, AND GURI NC SHALL BE FOLLOWED WHEN US 1 NG PLAN ARE TO BE #2 OR BETTER, SPEC I ES GROUP I 1 FIBER MESH CONCRETE. 8. MAX. I" HOLE DRILLED INTO EXTERIOR STRUCTURAL 5. GONGRETE MASONRY UNITS SHALL MEET ASTM GgO.TP%S TO BE DOUBLED AT EACH END OF 6. MORTAR TO BE TYPE 'M' OR 'S': GROUT TO BE 3000 PSI SHEARWALL A5 PER DRAWINGS. AT 28 DAYS. FOLLOW GROUT GONFINEMENT PROCEDURES 10. WHEN ANCHORING (2) WOOD ITEMS TOGETHER, THE LENGTH AS DEFINED IN AGI 53-qq. f'm = 1500 psi OF HURRIGANE STRAP MUST BE EQUALLY HALF ON EA. ITEM. 11. NAIL PATTERNS: 8. REBAR TO BE SIZE #5 GRADE 40, CONT. TOP OF FILL CELLS AND -DOUBLE PLATE AT 12" O.G. OUTSIDE THE GHANCES OF DIREGTION WITH MINIMUM LAP OF 30" . SPLICE ZONE (SEE NOTE #4). -DOUBLE STUD NAIL PATTERN AT 12" O.G. q. OMIT -DOUBLE HEADER NAIL PATTERN AT b" O.G. AT EA. EDGE, 12" O.G. INTERNALLY. 10. UPLIFT GONNECTORS TO PROVIDE GONTI NU I TY 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 ENCLOSED DETAILS. NAILED OR (2)16d 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 W 1 TH 1/2" FL I TGH GLUED AND NA I LED BOLTS FOR USE AS PLATE ANGHOR5 OR HURRICANE ANCHORS. WITH 16d AT 8" O.G. STAGGERED. THE FOLLOWING CRITERIA MUST BE MET: ANGHOR SIZE GONG. HOLE SIZE 12. ROOF SHEATHING TO BE MIN. 15/32" GDX I/211 3/411 MIN. HOLE DEPTH PLWOOD NAILED PER ROOF NAILING PATTERN 5/8" -7/8" 6" D I ACRAM. -711 5/4" 1 �� & " G 13. ALL NAILINSPECIFIED TO BE APPLIED BY NAIL 7/g" I I/8" q GUN AND/OR MANUALY. AFTER HOLE 15 DRILLED ALL CONCRETE DUST MUST BE REMOVED PRIOR TO EPDXY INSTALLATION. THREADED ROD (MIN. A36 14. TRUSS BRAGIN6 PER TRUSS MFG. STEEL) AND REBAR TO BE FREE OF DIRT OR GREASE. LOAD ON DRAW I N65. 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. ANGHOR BOLTS 8" LONG x 1/2" DIA. WITH A 2" f2. M155iNG DOWEL PLACEMENT: 5G2UARE X 1/&" THICK HURRICANE WASHER EMBEDDED 5" NEW HOLE SHALL BE DRILLED 7/8" TO I" WIDE AND 10" DEEP. UNLESS NOTED OTHERWISE. AFTER HOLE IS DRILLED ALL GONGRETE DUST MUST BE REMOVED PRIOR TO EPDXY INSTALLATION. THREADED ROD (MIN. A36 I-7. 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 I/2" MIN. SOFFIT BOARD UNLESS NOTED ROD OR REBAR CANNOT OR BE APPLIED UNTIL 12 HOURS AFTER GEMENTITIOU5 COATING ON APPLICATION. TWO GOMPONENT EPDXY RESIN MATERIAL TO BE LATH OVER 2 LAYERS 15# MIXED PER MFG. DIRECTIONS. FELT OVER 15/32" PLYWOOD OVER GABLE END TRU55 GALV. METAL FLASHING 2X4 W/ 1/2" LAG 5GREW5 @ 6" O.G. 2X415 @ 16" O.G. FIBERGLASS SHINGLES OVER 15# FELT ON 15/32" GDX PLYWOOD (3) IOd NAILS Jjh 2X FASGIA W/ DRIP EDGE TOP OF BLOGK PER PLAN 2X4'5 @ 16" O.G. 1/2" 51 MPSOt @ EACH LEDGER R❑❑F AT SLIDING GLASS DOOR DETAIL-2 STORY (2) 10d @ 61, O.G. 3 1/4" DETA I L AT Gi /) a 1D 1\ 11_- tD ALL PLANS, DETAILS, AND NOTES ON THESE DRAWING ARE PROPRIETARY AND CANNOT BE USED, TRAN5FERED, OR OTHERHI5E REPRODUCED WITHOUT THE APPROVAL OF RENAR HOMES TOE NAIL (2) 16d EACH SIDE 2x4 TRUSS TOP CHORD BLKG. @ 48' D.C. PRE-ENG, TRUSSES AT 24' D.C. 2X4 450 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' D.C. 10 FT, TO 20 FT. (3) PAIRS AT 1/4 LESS THAN 10 FT. P❑INTS (1) PAIR AT MIDP❑INT ❑.S.B. SHEATHING 2x4 TRUSS BOTTOM OVER WOOD TRUSSES CHORD BLKG, AT 4'-0' ❑.C. REFER TO FRMG. PLAN - CEMENTITI❑US FINISH ON METAL LATH (2) 16d COMMONS TOE BOND BREAK NAILED EA. SIDE - (2) LAYERS 15# FELT MEMBRANE BRIDGE FLASHING FLASHING / CONTROL J❑INT STUCCO FINISH ON BLOCK FLASHING DETAIL AT ROOF FRAMING ON MASONRY 8x8 U- L CK TIE -BM, FILLED W/ CONC. & (1) #5 BAR CONT. VERT. #5 BAR AT EA, REINF. FILLED CELL PER FDN. PLAN -� GABLE END SECTION X-X 19/32' CDX PLYWOOD SHEATHING W7 1 1 1 2x4 BLKG. @ 48' D.C. ALUM. DRIP EDGE (2) 16d COMMON NAILS AT EA, 2X4 LADDER FRAMING _ 2X4 STR❑NGBACK IF GABLE TRUSS IS TALLER THAN W-0' GABLE END TRUSS SET 3/4' FROM FACE OF CONC. BLOCK 5/8' 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 CEMENTITI❑US FINISH OVER FRAME C❑NSTRUCTII❑N APPLIED 2 LAYERS OF AN APPROVED WATER RESISTANT BARRIER MATERIAL DR 1 LAYER OVER AN APPROVED HOUSE WRAP, EXPANSI❑N J❑INT AT CEMENTITI❑US 2S�xI6' K PLATE CONT. W/ 1/2'x 8' ANCHOR BOLTS @ 32' D.C. MICHAEL C. ANDERSON, ARCHITECT OF RECORD FL. LIG. AR001-7305 1020 SW PROVINGETOWN LANE, PORT 5T. LUCIE, FL 34g53 M2)415-2115 PLANS DESIGNED TO MEET THE REQUIREMENTS OF 2020 FLORIDA BUILDING GODE-RESIDENTIAL (ITH EDITI( MICHAEL G. ANDERSON Aicha Digitally signed by 1 I Michael Anderson enderDate: 2021.09.03 o n 07:08:16 -04'00' FL. LIG. AROOli305 PLAN REVIEW REVISIONS I MASTER PLAN °REVISION 5-4-2021 �34- I � CO o q � � w � q w w wow � Q4 CYD n 0 I 01� `O,, "I ul rn CD 0') cs, Lu CQ N J Cn 2 J � co Q ° Cl) i:QLLN m0 C) 70 J 000 00 CV mW"0)� z0< r` (n Z M � LLI J W H PROJECT i NO. 17-015-093 DATE DRAWN1-15-21 DRAWN BY MCA WILSHIRE 1800 B2 LIVING 1800 SQFT GARAGE 384 SQFT I LANAI 160 SQFT ENTRY 2� SQFT TOTAL 23 7 SQFT CUBIC VOLUME CONDITIONED 16,200 CUBIC OF SPACE _ FEET PEON 5PF44� EACH TUD TO PLATE WHEN EXTERIOR SH FLOOR TRUSS, NO TRUSS STRAPS ARE IMMURED UPLIFT LOCATIONS, PROV STUD TO TO FLOOR LOCATIONS OR 5 FLOOI N2" STUD M-6 / 2x4 NOTE. ;ATHIN6 EXTENDS TO BOTTOM OF SEGONP FLOOR STUD TO FLOOR REQUIRED. SHE LOAD REMIREM DE SIMP5ON "M TRUSS / 2x4 RN MASON 'HETA2C L TRUSS LOCATII STUDS UNALIGNED BETWEEN FLOORS AS HELL AS STUDS UNALIGNED HI FLOOR TRUSS OR NO RAIL BD. PRE5E5NT CONTINUOUS 2xb TOP RAIL - CONNECT TO FLOOR 1RU55 W/ (b) 16d NAILS -� PROVIDE bd NAILS AT 3. O.G. EXT. SHEATHING NAILING PATTERN (2) ROWS AT 2X6 TOP RAIL N ROW AT 2x4 BOTTOM RAIL - CONTINUOUS 2x4 SOT. RAIL CONNECT TO FLOOR TRUSS W/ (4) Ibd NAILS (2X4 P.T. IF IN CONTACT W/ / GONG) STUDS ALIGNED STUDS UNALIGNED ALTERNATE FLOOR. BETWEEN FLOORS BETWEEN FLOORS TRUSS E N D RAILS 2-STY. INTERIOR BEARING HALL STRAPPINO IN BTWN. AILS ASPARTIOF BTWN. RAILS A5 PART vF FLOOR TMAS END C.ONST. STRAPS AND BOLTS NOT REGl1UIRED AT INTERIOR bd NAILS AT 3' O.G. AT BEAALL REQUIRED HANDRAILS SHALL BE ONE OF THE FOLLOWING TYPES OR PROVIDE �6RAVI NIS WALLS ONNOTED LY (MO UPLIFT 1PLANS AS &OAD TIC SHEATHING EDGES - EWIVALENT 6RASPABILITY. 5TA66}3t NAILS BTWN PANEL EDGES TYPE 1. HANDRAILS WITH A GIRGU.AR GROSS SECTION SHALL HAVE AN OUT5IDE DIAMETER OF AT LEAST 1 1/4' AM NOT 6REATER THAN 2'. IF THE HANDRAIL 15 NOT CIRCULAR, IT SHALL HAVE A PERIMETER VW19E S1014 OF AT LEAST 4" AND NOT GREATER THAN b 1/4' WITH A MAXIIAUM GROSS SECTION OF DIMENSION OF 2 1/4. E06E5 SHALL HAVE A MINIMUM RADIUS OF O.OE". - - - - - - - - - - ROOF TIR;1SSES OR 2x RAFTERS AT 24" O.G. - CONNECT W/ (2)*d MIN. COMMONS TOE -NAILED TO TOP PLATE -- TYPE II. HANDRAILS WITH A PERIMETER GREATER THAN 6 1/4' SHALL 14AVE A NOTE. ALLNAILFEADS ---Zr----(T-- SHALL PENETRATE THE -TI----� -- 6RNGER ASPA9LE FIRECESSAREA ON BOTH SIDES OFTHE PROFILE. THFlN8F72 E PAGE Or -THE SHEATHING RECESS SHALL BEGIN WITHIN A DISTANCE OF 3/4' MEASURED VERTICALLY FROM BY MORE THAW THE Li I I I I THE TALLEST PORTION OF THE PROFILE AND AChNEVE A DEPTH OF AT LEAST 5A6' NNLHEAD THIG40E55 I I) SIMPWH 'SFN4' AT WITHIN1/6" BELOW THE WIDEST PORTION OF THE PROFILE. THIS REQUIRED DEPTH SHALL CONTINUE FOR AT LEAST 5/6' TO A LEVEE. THAT 15 NOT LESS THAN 1 3/4' I I I I � CH EASTUD TO TOP - TH BELOW THE TALLEST PORTION OF E PROFILE. THE MNIMM4 WIDTH OF THE - - - - _ - - - J PLATE HANDRAIL ABOVE THE RECESS SHALL BE 1 1/4' TO A MAXIOF 2 3/4'. EDGES MIM7 - - . - - - -FT - - - - T!— - SHALL HAVE A MNMU RADIUS OF OA1'.rr- - _ OPENING LIMITATIONS. bd NAILS . AT FIELD STUDS I'I I•I BALUSTERS SHALL NOT HAVE OPMNGS FROM THE WALKING SURFACE TO THE I 1 t HEIGHT WHICH ALLOW PA66AGE OF A SPHERE 4' IN DIAMETER. I'I ''"" �i•I 2x4 CONTINUOUSRAILING BLOCKING ON EDGE OR THE TRIANGULAR O E NIN55 AT THE OPEN SIDE OF A STAIR FORMED BY A RISER, I I I I t F1i4 ALIeN NTH T TREAD AND BOTTOM RAIL SHALL NOT ALLOW PASSAGE OF A 5P'F1FRE b" IN •is I•I I I t of EXr. DIAMETER. SHEAnHN6 (LOCATE AT TOTAL STAIR RUN MINIMUM TREAD (NOT INCLUDING NONNS) = I& P NOSING IXIO STRI / I' N051N6 /2X12 TREAD .I 9s PLYWOOD RI / / / V-W4 T 4 6 PLYWOOD SUBR-OOR /- FLOOR TRUSS -NAIL (2)2X4 TO BOTTOM OF FLOOR T14MS 12' OR LESS IN DEPTH / '-2Xb STAIR LEDGER - CONNECT TO FLOOR / TRUSS W/ (2)-lod NAILS AT b" O.O. MAX / OR rMIVALENT / CONNECT CARRIAGE TO LEDGER W/ (W-10d TOE -NAILED COMMONS STA06ORED EACH / SIDE CONNECT PLYWOOD RISER TO TREAD WITH (4)-0d NAILS 2X€2 CARRIAGE AT SIDES AMYL / CENTER OF STAIRS, WITH 2X6 SPACER AT SIDE KALL$ - CONNECT SPACER TO EA 4 / STUD NTH (2) IOd COMMONS / 2X4 P.T. KICK PLATE / FASTENED TO SLAB W/ 0) 1/2' / EXP. ANCHORS (2' MK / E•6DMHBNI') STAGED 12' O.G. TYP. STAIR SEGTI ON I I I MID -MALL HT. W/ NO - I.I I I II II SHEATHIN&) I•I I•I � II II 8d NAILS AT 3" O.C. AT 1•I 1•I SHEATHING EDGES - STA6A6 �NAI I I I I 2x STUDS AT I•I I•I 16, O.G. L1 1 I I•I NO STRAP REWIRED AT STUD TO PLATE IF I•I SHEATHINE CONTINUOUS bd NAILS AT 3' O.G. LlI I I I TO BOTTOM OF FLOOR NORIZ. AT 2x SILL I•I I'I TRUSS PLATE II II _ J----lsl----11__---� -- FLOOR TRUSSES AT • 2x4 BLOCKING BTWL - - T - - T T - - - -- - T RIM BD. AT ALL SHEATHINS 1 1 1 • � 2x4 BLouKIMl6 STl IN (, I I ( I I I ,' 1�-"''-- RIM ED. AT ALL - SHEATHING EDGES FROMM DOUBLE POLOF bd NAILS AT 3' O.G. NORM NAILS AT ALTERNATE CX6 T AT TOP APID BOTTOM RIM O BO T M RTOP RAIL IlA. NAILING OR TRUSS BLK6. BTWN. ! OR EXT. HALL SHEATH I NO DETAIL AT 2-STY.- REWIRED NAILINS PATTERN AS NOTED FOR SHEATHIN& TO ACT AS UPLIFT LOAD CONNECTOR BETHNEEN WALL. STUDS AND FLOOR TRUSSES CONIC. BLOCK EXT. 4" AT kTE 'LSTA24' OR i' AT EAC44 TO BOTTOM 'LATE PLAN INDICATES &ABLE END FLOOR TRUSS BLOCK WALL OABL_E TRUSS SIDE ELEV. —2X4 DIAPHRAM ELKS. AT 24' O.G. CONTINUOUS AZR055 1ST (2) TRUSS BAYS COMIPEGT TO EACH BOTTOM CHORD W/ (4) IOd M11-5 - i -SIM250N "HETA20' STRAP AT 24" O.G. PROVIDE SOLID 2x4 ELKS. BTNK Top / Bor. 04ORD5 WHERE STRAP DOES NOT ALIGN WITH TRUSS mknCAL (2J 51MP50N TA20' STRAPS opmeGnN© SABLE END TR4/y5 TO BLOCK WALL SIMPSON ' STA96' STRAPS CONNECTING 2140 STORY RNA 5TUDS TO &ABLE END FLOOR TRUSS - LOCATE I A FROM CORNER EDGE 2x4 CORM WAIL STUDS I H. 2x4 SPACER W/ NO GAP ABOVE WALL SILL PLATE- AL16N STRAP IN CENTER OF STUD DO NOT PLACE STRAP JOINT BTW STUDS - ALIGN SOLID BILKS. BELOW (2) SIMPSCNd "TAM' STRAPS OVER EXTERIOR SHEATHING CONNea-m& 2ND STORY CORAL STUDS TO 6ABLE END FLOOR TRUSS - PROVIDE SOLID SL.00KINS FOR STRAP• NAILINS 2) SIMPSON "HETA20" STRAPS ,misvms FLOOR m% TO COIF. ELK. WALL - NAIL TO INSIDE FACE OF &ABLE END FLOOR TRUSS BLOCK WALL O ABL-E TRUSS END ELEV. 2ND STY. GOR.NE HOLD-DONN DETAIL_ OABL-E END FLOOR TRUSS DETAIL SEE ROOF PLAN FOR REQ'D STRAP AT EA M393ER MPSON 'SF4W AT 16' O.G. ACROSS HEADIER SPAN 51M�50N "L5TA24" STRAP AT HEADER STUD TO BEAM (2) STRAPS EACH SIDE WITH (4) OR MORE TRU5565 ACROSS OPENING 31MPSON "TA2W STRAP AT HEADER STUD TO RIM W. / BLOCKI S FOR OPENINGS > 5'-0' 2x4 OR 2xb RIM IUD. BTWN. FLR TRUSSES - CONNECT TO TRUSS W/ (4)I6d NAILS 2x4 P.T. RIM BD. BTWN. MLR TRUSSES - CONNECT TO TRUSS W/ (4)I6d NAILS DEL. 2x4 SOLID BLOCKING BELOW HFADFR STUDS or OPENINGS > 5'-0" SIMPSON 'HETA O' STRAP AT EACH FLOOR TRRUSS END OR 24" O.G. AT 6Ai9LE END TRUSS 2-STY. EXT. FRAME HALL GONNEGTOR DETAIL USE SIX GALVANIZED 11 OR 12 GAUGE 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/b" PLACE NAILS 6-1/8" FROM BOTTOM EDGE OF EACH SHINGLE AND I " FROM EACH END. USE 6 NA I L5 PER SHINGLE ALL NAILS TO BE PLACED ON 6-1/6" NAIL LINE III + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + . + + . + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 5HINGLE SIDE VIEW `—�— SHINOLE NAILINO DETAIL HIGH HIND Oil STEP SLOPE N.T.S. TRUSS FIBEROLA55 SHINGLES OVER 301E FELT (APPLIED SINGLE FASFNOMI PARALLEL TO MbTE � � SHALL C 1APL.Y WITH SECTION AND STARTING FROM TIHE EAVF AND WOS OF THE FLORIDA LAPPED 2, FASTENED WITH I' ROUND BULDINS CODE (67H EDITION) PLASTIC OAP, METAL OAP NAILS OR NAILS AND TIN TABS ATTAC44M TO SHEATHINS WITH 2 STAGGERED ROWS IN THE FIELD OF THE SHEET M 1T4 A MAXIMUM FASTENER SPACINS OF 12" O.O., ARID I ROW AT THE 12 OVE2I..AP' FASTENED b' O.0) ON IW32' 0.S.5 5HEATHHNS AND PRE-EN61NEEFMD WOOD ROOF TRISGES AT 24' ON CENTER MAXIMUM (SEE ROOF NAILING PATTERN DETAIL FOR SHEATHINS) (SEE SHINGLE NAILING DETAIL FOR SHINGLES) —� FASCIA TO BE ALUM, r OVER 2 X b SllBFA5GI� NOTE. 5GREWS FOR DRYWALL ON WALLS. MAX. EDGE SPACING. 7" MAX FIELD SPACING. 16' SCREWS FOR DRYWALL ON CEIUNS, MAX EDGE SPAGIN6. 7" MAX FIELD SPACMIS. 12" 15/32' PLYWOOD SHEATHING OVER WOOD TRUSSES CEMENTITI❑US C❑ATING ON METAL LATH ❑ND BREAK GALMNIZED METAL OR ALUMINUM DRIP E06E OVER HURRICANE STRAP AT EACH FASGIA TRUSS SEE ROOF PLAN R-aO INSULATION d 4--,0- DIAPHRAGM AREA FASTEN WITH 5d NAILS AT 4" ON CENTER FIELD AREA AT 7' ON CENTER \ In' GYPSUM ed CONTINUOUS 2 X 4 DOABLE TOP PLATE WITH SIMP5014 SPH4 AT EACH STUD CONTINUOUS ALUMINUM VENTED SOFFIT CONTINUOUS 2 X 4 SOLID WALL BLOCKING ON EDGE OR FLAT AT SHEATNNS .€OINT. NAILS ARE PERMITTTO PENETRATE 2' X 4' BLOCKING SET ON EDSE. R-11 MINIMJM INS"71ON REFI R TO ENERGY CALGU.A now FOR REWIRED INSULATION. 7!b" CEMHNTInoUS COATING ON LATH OVER (2) LAYERS I50 FELT OVER 15/32• CDX PLYWOOD SSHEAT�H1NH� SEE DETAIL FM REQUIRED NAILING 2 X 4 STUNTS i ib' ON CL9NTER NJOUS 2 X 4 BOTTOM PLATE T[A NUOUS 2 X 4 TOP AND BOTTOM RAIL CONNECTED TO FLOOR TRUSS WITH (4) 16d . BOTTOM RAIL TO BE 2 X 4 SURE TREATED. ONGUE AND GROOVE PLYWOOD R NAILED AND GLUED WITH bd NAILS • CENTER IN FIELD AND b' ON CENTER NS ED6F5 N6€MEERED FLOOR TRUSSES • 24" ON CENTER MAXIMM PROVIDE DRAPT STOPPING TO SEPARATE BUILDING CODE PERL2O T FLORIDING AiW-AS A B4'.•p' • . • DIAPHRAGM AREA FASTEN WITH Sd NAILS T 4' ON CENTER FIELD AREA AT 7' ON a (2) LAYERS 15# ` t In' GYPSUM BOARD FELT ' •r SIM250N HETA20 AT EACH FLOOR TRUSSi. i FILL ALL HOLES WITH 1-In' X Tod NAILS. TRUSS PARALLEL TO WALL -STRAP AT EAC44 TRUSS VERTICAL (24' ON CENTER MAXIM" MEMBRANE BRIDGE ` IF CONTINUOUS GALVANIZED METAL WSJ FLASHING ''' 4 �I a ~ b X IS X Ib CONCRETE KNOCKOUT BLOCK Q •¢ TO' COURSE FILLED WITN CONCRETE AND N .k 05 BAR CONTINUOUS 4 f ONE *5 BAR DOWEL. TIED TO *5 BAR DOWEL AND TOP COURSE REBAR AT EACH kl ~: f REINFORCED CONCRETE FILLED CELL AS FLASHING / CONTROL LocATED PERFOUNDATION PLANS J❑INT IQL R-4.1 MINIMUMINSULATIONREFER TO 2 : •a ENERGY GALCU-AnONS FOR REMIRED LN5ULATION. fat —1n' GYPSUM BOARD ON I X 2 MINIMUM PRESSURE TREATED FURRING O Ib' ON CENTER r 5/b• C'_MENTiTI0U5 COAnN6 OVER b X b X Ib CONCRETE BLOCK tU�.LI 5U i a. WOOD BASE CTI❑US ^' 4' MINIMUM coNGRETE SLAB (2500 PSI) COATING ❑N BLOCK w WITH FI3ERMESH OR 6 X 6 IOAO NWM OVER FLASHING DETAIL AT FLOOR FRAMING ON MASONRY r 4" VAPOR BARRIER WITH GLEAN COMPACTED TERMITE TREATED FILL COMPACTED TO A MINII'W DENSITY OF 95% AS DETERMINED BY ASTIR 0-1561 r • • FINAL GRADE ' i' . z o •' - i ■ �• •• ONE 05 BAR DOWN. TIED TO FOOTINS ,'a RESAR AT EACH REINFORLED FILLED CELL AS LOGATED PM FOUNDATION PLAN. yy MIWMMN MONOLITHIC SLAB EDGE FOOTING PER FOUNDATION PLAN TYPIGAL EXT. 2-STORY HALL SEGTION SCALE In' = 1'-0' MICHAEL G. ANDERSON, ARCHITECT OF RECORD FL. LIG. AROOI-1305 1020 SW PROVINGETOHN LANE, PORT 5T. LUCIE, FL 34a53 M2)418-21 IS PLANS DESIGNED TO MEET THE REG2UIREMENT5 OF THE 2020 FLORIDA BUILDING CODE -RESIDENTIAL ( TTH EDITI MICHAEL C. ANDERSON Digitally licha signed by I Michael Anderson nders 2021: 0 .09.0E n 07:08:34 -04'00' FL. LIG. AR001-7305 PLAN REVIEW;REVISIONS MASTER PLAN REVISION i \ 5-4-2021 LO L C� r W (.0 N m M X o QLLrr N Z it C) a) _3O r, N J r m W F-7 (0 0 z©¢�U Z io O a w J W H I H3 24 H3 24 24 H24 ° ° H24 010 420 42 ° M I GRO 42 ° 0 0 BBC, ° ° BBG 45/ 24 48 RN REF. KIT. AT RNO./REF. ' -dA\LL MTD. LT. PHDR. RN. DH KIT. AT SINK 1^1 A I I 1 - 2nd SLR. VANITY LIVING RM. ELEV. Gr-p T '^' A' ` _ MTD. LT. 0• M. BATH VANIT'r n m WOOD TRIM - 14" 5/4" MICA TOP ON SHIM SGREHED TO 5EGURE I X 4 TOP PLATE NOTE: NO REVEAL BETWEEN BAGKSPLASH AND TOP 2x4 STUDS AT 16" O.G. 1/2" DR'rNALL `- KITCHEN BASE CA13INET-7 i BARTOP DEVIL NOTES: I. BATHROOM TOHEL BARS AT 54" A.F.F. 2. BOTTOM OF MED I G I NE GAB I NETS AT 54" A.F.F. 3. TOP OF BATHROOM SHOHER TILE TO GLC. HT. 4. SHOHER HEADS AT 6-5" A.F.F. 5EGOND FLOOR PLAN SCALE 3/6" = 1'-0" MIGHAEL G. ANDERSON, ARCHITECT OF RECORD FL. LIG. AROO1-1305 1020 51,14 PROVINGETOWN LANE, PORT ST. LUCIE, FL 34a53 MZ40-21 IS PLANS DE5I6NED TO MEET THE REGUIREMENT5 OF 2020 FLORIDA BUILDING GODE-RE51DENTIAL (7TH EDITIC MIGHAEL G. ANDER50N lichae Digitally signed by Michael Anderson n d e rs Date: 2021.09.03 n 07:08:51 -04'00' FL. LIG. AROOI-1305 PLAN REVIEW REVISIONS MASTER PLAN REVISION 5-4-2021 r ICJ CJ w c� �. cr� . � w ,0 T TT N T 'Ao Lu w _i=d'X C0 coo Q O fzf��LLcm 0JFri(8 - `L -i o1 � N M //— ¢vccCN z 0 < � L0 z 0 co a_ w J W I - PROJECT NO. 17-015 093 DATE DRAWN 7-15-21 DRAWN BY MCAj WILSHIRE 1800 B2 LIVING 1800 S8FT GARAGE 384 S FT LANAI 160 S6FT ENTRY 23 SQ T TOTAL 2367 S FT CUBIC VOLUME O CONDITIONED SPACE _ 16,200 CUBIC FEE SHEET 7mo HVAG LAN SCALE 1/4" = 1'-0" caw vavrx awnw.m. »t s u .y OCR. GUM f AIR COOLED CONDENSING UNIT SLAB MOUNTED RETURN GRILLE DRYWALL STAND AIRHANDLER DETAIL REF. LINES RUN IN FLOOR TRUSSES AG -I EQUIPMENT SCHEDULE: MFG. CARRIER 3 1/2 TON G.U. GH14NA042000 A.H.U. FX4DNF043TO0 HEAT 05 KH COOLING GAP. 41,000 HEAT GAP. 35,500 ELECT. 205-230-I BRKR. GU - 40 AHU - 45 REF. LINES 5/4 4 3/8 5.E.E.R. 14.00 H5PF &.0 MICHAEL C. ANDERSON, ARCHITECT OF RECORD FL. LIG. AR0017305 1020 5H PROVINCETOHN LANE, PORT ST. LUGIE, FL 34Q53 (`i72)415-211,5 PLANS DE51ONED TO MEET THE REQUIREMENTS OF 2020 FLORIDA BUILDING 6ODE-RE5IDENTIAL (7TH EDIT14 MICHAEL C. ANDERSON lic-ha Digitally signed by I Michael Anderson nders Date: 2021.09.03 n 07:09:04 -04'00' FL. LIG. AROOI7305 PLAN REVI W REVISIONS I MASTER PLAN REVISION 5-4, 2021 LO LO T 0) Lc' N 0') N ~ � J � J � � Q 0 x � Q LL CODCD ®_ LL �_Q ® W Q 40 0 � N L cCm\1 ') m W z0¢�U n Lu U) Z o M a- W J W F- PROJECT NO. 17- 15-093 DATE DRAWN 7 15-21 DRAWN BY (CA WILSHIRE 1800 B2 i LIVING 1800 SQFT GARAGE 384 SQFT LANAI 160i SQFT ENTRY 23 QFT TOTAL 236 1 SQFT CUBIC VOLUME 1OF CONDITIONED SPACE 16,200 CUBIC FEET SHEET nn I , HVAG PLARI rm WW vmrlw arcm" Row SWLY Cox &An C0&vftMS0R 'WCESS PMM WvFTWvfflj1"W I^W a 1 tax 314' 500W #M CUM compe" CM $V=m UW AIR COOLED CONDENSING UN/r SLAB MOUNT,ED-, I Equipment Dias Type* Model: Indoor Model: Brand: Description: Efficiency. Sound: Capacity: Sensible Capacity: Latent Capacity- AHRI Reference No.: Air Source Heat Pump CH14NB042*0**A* Air Source Heat Pump 8,2 HSPF 0 41,000 Btuh n/a n1a n1a Air Source Heat Pump CH14NB042*0**A* FB4CNP048L Air Source Heat Pump 14 SEER 0 40,000 Btuh 30,000 Btuh 10,000 Btuh 9162731 SUPPLY DUCT I A.H.U. I DRYWALL STAND AIR HANDLER DETAIL REF, LINE5 RUN I N FLOOR TRU55E5 1643 Donna Road West PaIM f3each, Florida 3'3'409 F: 561-689-1093 / F: 561-478-0089 831 S Kings Highway Fort Pierce, Florida P: 772-878-7577 / F: 772-878-7510 CAC1817665 MICHAEL C. ANDER50N M i c h a e Digitally signed by Michael Anderson MICHAEL G. ANDERSON, ARCHITECT OF RECORD Date: FL. 1-16. AROOI-7A n 505 d e rs 2021.09.03 10205V4 PROVINGETOHN LANE, PORT ST. LUCIE, FL 346155 (-72)418-2118 07:09:16 on PLANS DESIGNED To MEET THE REQUIREMENTS OF -04'00' THE 2020 FLORIDA BUILDING GODS -RESIDENTIAL (ITH EDITION)i FL. LIG. AR0017305 F PLAN REVIEW R, VISIONS MASTER PLAN REVISION 5-4-2021 a) CYD (Z) 0) to LO C1 VJ ;=4 A 0 x'- U) UJ > co 0 C\l LL -1 CO z - T- 0 (0 00 C\j rl�: "- C\l fYILL < LU cr F- < Z 0 < C) W J! W U) z C\l 0 CL LU -j W NO. 17-015 093 DATE DRAWN 7-15 21 DRAWN BY --MCA pal I II WILSHIRE 1800 B2 LIVING 1800 SOFT GARAGE 384 LANAI 160 S ENTRY 23 S FT TOTAL 2367 SS�1'010 _J CUBIC VOLUME M "M 904 -1 a 04 [sag 94 OV4111110111114 SHEET 810 Typical Cornerset Specifications Attach End Jacks Attach KingJack w/(3) O. 0 ToeNails @ TC Attach Corner Jacks w/(2) w/ (4) 0.131" 0 ToeNails @ TC 24" strap using (6) 1Od x .131" 0 ToeNails @ TC & BC & (3) 0.131 "Q) ToeNails @ BC 1-1/2" at each end of BC (t } C 0 ti Typ. Corner Jack Placement— 1' 10-15/16" 210" 2'0" 11-1116" Yp- 34' M `d' u7 N N N CO 1- 00 0') M ,n C)0 CD CD 0 0 C) C)0 C) C)V11 n Q <C Q Q Q Q Q <t Q e e LO M J1 J3 J5 J7 J7 J7 co J7 N J7 J7 J7 J7 J5 J3 J1 14'8" L/ 1 '-4" -19'4 M yV,> 0 T_ n i 00 F.- m v N d" CU 9' 518" 1914" FLOOR TRUSSES HELD BACK 3/4" FROM EXTERIOR WALLS FOR SHEATHING ALL CELINGS FLAT AT BRG HEIGHT 34' (------ 616" 16' 1116" 111 FIIIjjjjj .•. i No, 88 6 s ATE of ,. "to iF h co M*Ichae Digitally signed by I Michael Anderson Anders Date: 2021.09.03 07:09:29 on -04'00' * NOTE: ALL TRUSS TO WALL AND/OR T USS TO LEDGER CONNECTIONS BY BUILDER. o (UNLESS NOTED OTHERWISE) O O a) 0, 'R 'N L; a > o * NOTE: ALL CEILING DROPS BELOW BEAM ARE BY BUILDER. (UNLESS NOTED OTHERWISE) to ` ' a ° fSf � a) to ° L N N * NOTE: THIS TRUSS PLACEMENT DIAGRAM iS TO SHOW ° �`- o � azi TRUSS I.D. AND TRUSS LOCATION ONLY. THE BUILDING ~ N DESIGNER IS RESPONSIBLE FOR THE STRUCTURAL o a`)) � STABILITY OF THE ENTIRE STRUCTURE. REFER TO THE vUC>6 i t!S O U •� in N � � —m U Q o o INDIVIDUAL TRUSS ENGINEERING DRAWINGS FOR o �. "E .� N Q � o W GRAVITYAND UPLIFT LOADS. O c .n O Yo 'O - '- >, a a _� a) UQV ED m N U c FOR BRACING & ERECTION DETAILS REFER TO BCSI-03 +� AND/OR ENGINEER OF RECORD. = U O - a Q N = a) ° N c C a a �PC a m Fnoa REPRESENTS THE LEFT SIDE s -0o� OF EACH TRUSS DRAWING � � a) t6 CU6 0-a, rnN'ULl1 ( NOTE: REFER TO SIMPSON CONNECTOR o 0 w 2 E a� CATALOG FOR INSTALLATION DETAILS) .- �� , _ 4 _ C o M O .0 N a) N 0 A LUS24 H HHUS46 ( E =�=Q� �Y F B LUS26 J THA422 R--- �_ O o E> 3 u) -, E a c o > Cn ~ . ' m C HUS26 K MUS26 S - - - • ® HUS28 L THJA26 T - - - �' s ; E )c y� �W 0 c o g E HHUS26-2 M--- U--- ai _.���-moo F HHUS28-2 N - - - V - - - o k .0-- 3 � m �• o o� n G LUS46 P LUS44 �( --- Cn o ��A, x o E m v�.say n~r i 3 HBB HANGER BY BUILDER BBB BEAM BYE, BUILDER 0 o M W O a) Z LSTA12 @ TC & BC *NOTE: LSTA STRAP r Q.o `� 0' INDICATED TO BE USED IN m N . 8 o Zt LSTA12 @ TC CONCORDANCE WITH y �' °' .N Zb LSTA12 @ BC m CORNERSET1DETAIL. 2 0 Y o� m o N O N N L LOADING ROOF FLOOR WIND LOAD L EF- M, - v" Cri an a) -as c 0 LIVE LOAD 20 40 AS E 7-16 ' �, o ° 0, a a a) CU 00 2 0,2 -a ca �= U DEADLOAD 10 10 165 B =i.0 U�>- aSa)a G�t 0 Cn ° w O p LIVE LOAD 0 Residential - CAT It > m u o. cr-c 0. Q H0 0-5 ("M -�°-U)o�_ 0(.) DEAD LOAD 7 5 CI sed z - o= E E a� L � U a) Q' a) c � ?r 0 Z N t6 a) TOTAL LOAD 37 55 FBC 2 20 RES 0 M (iS a o a° o U N E c c �-, O ° o 2 7 16 -5 C[f w--CA C z DURATION FACTOR 1.25 1,00 TPI 2014 � E �_, a {6 N REV DATE BY REMARKS , E 3aoi `�°o.:; O - r * - --/--/---- - 0 o N y C) o a) 10.'c.. o > o Uo 7 O to w L U - --/--/---- - - O O O �O' 4ij 3 0=��°tea=o _ ° o = +L- -.Tr "o - --/--/---- - - 'v o E _ o u o o z C2 S (n L a- L o � Q U w _ o �CriaQ �� E 0 L O c a) C3 0a)6 Z- _ 2D L L .M 16 vJ 3 ° It is understood that above APPROVED m = 2 N o .- o conditions have been reviewed & L ° w o �, I o a 2 w = (, are acceptable for the fabrication [� APPROVED AS NOTED 6 ` 0 C, = 3 - at trusses, elevations, pitches, N aJ N to U O a = & o E overhangs, fascias,ceiling REVISE AND RESUBMIT _ a) c'•2 a E � m elevations/pitches, bearing Cn o'a 2 2'. o'- c N o o conditions & all detail pertaining REJECTED 6 0 ; �—' g to this truss placement plan. No �' ` ° -00 tii cnc 2 -0 6 Np� c� back charges will be accepted .�.. L o ,2 W °. & n 8 w DATE without previous written approval C a W 1 M -0 r- • h from an A-1 Roof Trusses E .E �5 = Q 2 °=w - o" representative. REVIEWED O o c M 0 0 BY o 3 0' PLAN DATE ARCH: --/--/---- STRUCT. --/__/--_- 3 0 _ o " ° ° ° CUSTOMER RENAR HOMES .0_� •; >w ti O o N c c 2 a) _A � N E � ovZ(h -0 U o C C O- w O' JOB NAME WILLSHIRE 1800 / ELEV B2 / GAR R Ca•L O c0 'Q T)F-a- (Tf U i2 L O M ;�, a O Cca,° 1 zE C6 2 0 c U C6 > L OPTION(S) 'g=°.°°�M_ CA U F' •_ c w 16 N _ c 1 M ` � N � C6 C �- O O C1 M a) O 2 w C, O "t3 V _ .L COMMUNITY LOT: 93 MORNINGSIDE 2- o '� .- v o c F 6 Coo a = / LOT # o - Co o " N 0 0 .22 O Cn U a v i= F- O CITY ` o 0 Q a)� U C= ZT p N p E i (Enn c a � " ' te a :EM COUNTY a) o to o o co i N L U m c'L 2 Cri�ycBrnun�3 BLDG. BLDG. o a t 3� "� °¢ 0 TYPE _ # E 0w -m ain -0> N M so--o 387670 ° ° .2 .c= =.oJOB # MASTER CRMS SB2L �,o 16 ,� _ M H N a, 0 O O = o a) E ttr "- ` M' ° `� 08/03/21 DRAWN SCALE � DATE _ Q � � > C NTS a.2) a-) Z;�QMS 2>T E0&Q _ �..« �°�=o Eo�ai -0 < a)0 C a) `=. = O ,S•�'. *Awewr O F- a) � W o o a) c - M m l M�.0 t2 T RUSSES L11 O O E C V y O Q O a) _° t6 L° Y U Z; J i_+ � t to c A FLORIDA CORPORATION EL cn o c a) o -o o�° o Ph 772-409-1010 / Fax 772-409-1015 U) a) 8 w E; Q http://www.altruss.com ._ w n. 0 a r_ 0 WE voi