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HomeMy WebLinkAboutConstruction Plans 10.27.21PRODUCT APPROVAL SUBMITTAL AFFIDAVIT BUILDING PERMIT: BUILDING ADDRESS: LOT 101 - PHASE IIA, MORNINGSIDE DEVELOPMENT, FT. PIERCE, FLORIDA 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: 1/4" X 3-3/4" TAPCONS SPACED 3" FROM CORNERS, 3" & 6" FROM MULLION. JAMBS: 3068 W/ SDLT. EXTERIOR SWING DOOR FIBER -CLASSIC THERMA-TRU 3/16" TEMPERED 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 FL9174.8 +39.2 -43.7 PSF ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) 8068 S.G.D. SLIDING GLASS DOOR SERIES 420 MI WINDOWS AND DOORS 3/16" TEMPERED HEAD: SPACED 6" FROM CORNERS, 17" O.C. MAX. JAMBS: SPACED 6" FROM CORNERS, 17" FL15332.9 +/- 58.2 PSF (MIN) O.C. MAX. SILL: SPACED 6" FROM CORNERS, 17" O.C. MAX. ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) O WINDOW 185 SH MI WINDOWS AND DOORS 1/8" ANNEALED ANCHORS 2" FROM CORNERS, HEAD: 16" O.C. MAX., JAMBS: 16" O.C. MAX. FL17499.2 +/- 60.0 PSF (MIN) ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) WINDOW 185 SH MI WINDOWS AND DOORS 1/8" ANNEALED ANCHORS 2" FROM CORNERS, HEAD: 16" O.C. MAX., JAMBS: 16" O.C. MAX. FL17499.2 +/- 60.0 PSF (MIN) GLASS BLOCK 8"x8"x4" THICK SEVES GLASS BLOCK, INC. IMPACT GLASS PROVIDE LADDER REINFORCING & WALL TIES 2" FROM CORNERS, 16" O.C. MAX. AT HEAD NOA 18-0725.05 +/- 75.0 PSF (MIN) AND JAMBS, PROVIDE (2) 3/16" DIA. TAPCONS AT EACH WALL TIE WITH 1" MIN. EMBEDMENT ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) WINDOW 185 SH MI WINDOWS AND DOORS 1/8" ANNEALED ANCHORS 2" FROM CORNERS, HEAD: 16" O.C. MAX., JAMBS: 16" O.C. MAX. FL17499.2 +/- 60.0 PSF (MIN) ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) WINDOW 185 SH MI WINDOWS AND DOORS 1/8" ANNEALED ANCHORS 2" FROM CORNERS, HEAD: 16" O.C. MAX., JAMBS: 16" O.C. MAX. FL17499.2 +/- 60.0 PSF (MIN) ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) WINDOW 185 SH MI WINDOWS AND DOORS 1/8" ANNEALED ANCHORS 2" FROM CORNERS, HEAD: 16" O.C. MAX., JAMBS: 16" O.C. MAX. FL17499.2 +/- 60.0 PSF (MIN) 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 FL2569.1 PATTERN BETWEEN OVERLAPS, UNDERLAYMENT ADHERED TO BASE SHEET GALV. ROOFING NAILS, 11 OR 12 GA., WITH AT LEAST 3/8" DIA. HEADS, LONG ENOUGH ASPHALT SHINGLES CAMBRIDGE AR TAMKO BUILDING «» TO PENETRATE THROUGH PLYWOOD. USE 4 NAILS PER SHINGLE PLACED 6-1/81, FL18355.1 PRODUCTS, INC. ABOVE BUTT EDGE, APPROX. 1" & 13" 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) "SAFETY EDGE" TOWN & COUNTRY METHOD OF ATTACHMENT: DIRECT MOUNT HURRICANE SHUTTERS «» 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 -2 , 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 HAZARDS' AIR FREEZING MEAN ANNUAL Speeds Topographic Weathering' Frost line Termite' LOAD (mph) effectsk (NA) f CATEGORY depth TEMP 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 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 = 2,555.5 50. FT. VENTILATION AREA REQUIRED = 2,545.0 50. FT. / 150 (F.B.G. R806.2) = 15.62 50. FT. PARAMETERS: LINEAR FEET OF 16" HIDE SOFFIT = 165.5', I2' WIDE SOFFIT = 43.I' 8" HIDE SOFFIT = 4q.0' SQUARE FOOTAGE OF SOFFIT = (I65.5' X 1.539 + (43.1' X 1.0') + (4q.O' X .679 = 2g6.0 So. FT. NET FREE AREA OF VENTILATION FOR AGM TRIPLE 4 OR QUAD 4 FULL VENT NARROW PATTERN SOFFIT = 11.74 50. IN. / 50. FT. VENTILATION PROVIDED: SOFFIT VENTILATION PROVIDED = 2g6.0 50. FT. X 11.74 50. IN. / 50. FT. X 1 50. FT. / 144 50. IN. = 24.14 50. FT. GONGLU5I ON: VENTILATION PROVIDED = 24.14 SO. FT. > VENTILATION REQUIRED = 15.62 50. FT., THEREFORE SOFFIT VENTILATION 15 ADEQUATE I have reviewed the above product approval information and approved it. Name: Signature: Certification Number: Date: DRAWING INDEX CVR A-1.0 A-2.0 A-3.0 A-4.0 A-5.0 A-6.0 A-6.1 A-6.2 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 WALL SECTIONS / NOTES INTERIOR ELEVATIONS HVAC PLAN PROJECT & CODE DATA *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: II EXPOSURE: B INTERNAL PRESSURE COEFFICIENT: +/- 0.18 IMPORTANCE FACTOR: 1 MEAN BUILDING HEIGHT: 15' OVERHANG:1.33 FT FRAME OPEN 160 MPH X 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 PARTIALLY ENCLOSED 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 FL. LIG. ARCOI7505 1020 SW PROVINGETOWN LANE, PORT ST. LUGIE, EL 54ci53 (772)418-2118 PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2020 FLORIDA BUILDING GODS -RESIDENTIAL (7TH EDITI MIGHAEL G. ANDERSON Michae Digitally signed by I Michael Anderson Anders Date: 2021.10.27 on 14:33:28 -04'00' EL. LIG. AR0017305 PLAN REVIEW REVISIONS MASTER PLAN REVISION 1-24-21 M LID r CV CD 0') T W U LU CV rn� J � X 00 o Q N z J CE C) Cfl Jm0ro�0CV �ZLLCVU T �wDG U UO Q z r LU LU LU Er C/5 Z L0 O � CY LU J w I- r R%JJCV I NO. 17-015-101 DATE DRAWN 9-28-21 DRAWN BY MCA CAYMAN 1763 B3 LIVING 1763 SQFT GARAGE 387 SQFT LANAI 148 SQFT ENTRY 38 SQFT TOTAL 2336 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 14, 1 U4 uublu rtt I SHEET CVR GONG. A/G PAD 14'-II Wall 23'-0 3/&" 24"X24'X16" DEEP GONG. FTC. W/ 3 #5 1' -0" EACH WAY I'-O" i O J 14'-4" L — 23'-8" 4'-&" 5'-2" 6'-10" 7'-0" G I Lu O I G I G I 3_g a _oil 2'-e I rA ■ ■ ■ ■ - � N J 1 — — — — — — � HB r RECESS SLAB J = 4'-2" FOR S.C.D. N 7 Wall I — — — r — — — O m ■ I ■ INDICATES G.M.U. GELL FILLED' W/ GONGRETE AND (1) #5 VERT.z- d) I REBAR GONT. FROM FOOTING TO TIE BEAM (TYPIGAL)- ■ O T 1 10'-7 5/8" 3 1/2" m REFERENGE FINISH FLOOR \W Ie9 OOeS "� YJ09 .JIM 6 H(3 ,He:IM 9f381=f 593V0 5;3I5959AB 5n9AV Q:1TA3.9T 3TIM.93T .JJI9 VA3JJ Q3T3A9MOJ ■ rH I m m I II i WH S, I A/G GHASE \--UNDER SLAB — — — ■I ■ �ND I w Lu - dJ O r D I r1W rD ■ �■ I I C I I - I _ SLOPE DOWN I" F d) I r AT CAR. DOOR I fn I I ■ ■ ■ ■ A 20" 16'-0" 20" I q'-4" _ LAV p N m ■ = HWR. log I WG RECESS SLAB I ■ 3 1/2" FOR SHOWER ci'-4 1/8" I' rA ■ I■ I' I■ O i m 0) 6x6 - IOxIO WWF w OR FIBER MESH-- GON 6x6 - IOxlO WWF SLAB OR FIBER MESH d GONG. SLAB 8 > VARIES J - - - GRADE �, :1 I t 2' #5 � - - O 2-#5 �=l = 2-#5 BARS BAR = all BARS 811 Ili -411 1'-4" 21_0II A DETAIL B DETAIL G DETAIL I I I 6x6 - IOxIO WWF GON Lu OR FIBER MESFF- SLAB 1 _0 SLOPE O < �t SLOP �] G. r � _ - - - - - GRADE 2-#5 2 _#5 - - _ GRADE �i 12"(MIN) BARS BARS " ' BELOW 1'-4" D DETAIL F DETAIL I I i m O O O cn cn I SHWR � M - WC LAV ® cv ■ 2'-2 12" I'-5" 2'-61" 7 5/a": r- rA I � I I I � A I I I r - - - - - - - J 3'-7" 1 5'-2" 1 3'-7" 12'-4" GONG. 1-#5 SLAB-7BAR 6) 4111 I all* G DETAIL I 5 1/2" (FRAME) 7 5/8" (BLOCK) w GONG. °� Q SLA m > cl 7� r 2-#5 8' 1'-4" BARS J DETAIL - S.G.D. I 1-#5 GONG. BAR SLAB-7 H DETAIL I GONG. 2-#5 SLAB BAR 1'-411 4" 4" K DETAIL I GON all '51I - SHOWER SLAB VARIES GON . N REGESS - - - - SLAB m _ AT WALL --- ---- GRADE cv SHOWER p REGESS 2-#5 cn BARS I'-4" L DETAIL M DETAIL I I NOTE: ALL FOOTIN65 DE516NED FOR 2,500 PSF SOIL BEARING GAPAG 1 TY DIAGONAL D I STANGE DIMENSION FROM INSIDE CORNER OFFORMBOARDS AG = -11 '-O" f5D - 64I-6II DIMENSIONS ARE ROUNDED TO THE CLOSEST INCH FOUNDATION PLAN 1/4" = 1'-0" PIPE SLEEVE (DIA. Qn Lu GONG. SLA!7 � 8" HI DETAIL I GONG. SLA 7 44,1,5111 CI DETAIL I LARGER THAN PIPING THRU FTC.) 3" MIN. FTG.PER DEPTH 5" MIN. 3"MIN. DETAIL _ C J'[2I �� FOOTING & 11 V.T.R. REBAR TRANSITION j I PIPE THRU I PF FTC. DETAIL 2� 1 SINK 3" V.T.R. J � I 3" V.T.R. I � 211 I \� j I LAV I 511 I I 2" I I, LAV 31�I 5" V.T.R.j �r I I I 3" I W G I 2'a I 1.2 J1 2" V.T.R. I I I I I I 2" WASHER LAjV GLEAN I I OUT TUB I 2" I W.G. I 3 3" MAIN 2111 I I SHWR. I TO SEWER 2" I OR SEPTIG TANK TUB/ SHWR. SGHEMAT I G FLUME31 NO RISER MIGHAEL G. ANDERSON, ARGHITEGT OF REGORD FL. LIG. AR0017305 1020 SW PROV I NGETOWN LANE, PORT ST. LUG I E, FL 34g53 (772)415-2118 PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2020 FLORIDA BUILDING CODE -RESIDENTIAL OTH EDITI MIGHAEL G. ANDERSON lichale Diitally signe by Michael Anderson Date: nders 2021.10.27 14:33:48 -04'00 n FL. LIG. AROOI7505 (PLAN REVIEW REVISIONS MASTER PLAN REVISION 1-24-21 LO LO rn T CV o �T W (.0 N J Z75 M X �, Lu ui 01) OC 0 Q N Lu - LL 0J�C)(.4 J m O 00 N J r � Lu 1.-: � U O Q r U z r Lu Lu Ir U) Lu Z � n O CY) IL W J Lu I - PROJECT NO. 17-015-101 DATE DRAWN 9-28-21 DRAWN BY MCA CAYMAN 1763 B3 LIVING 1763 SQFT GARAGE 387 SQFT LANAI 148 SQFT ENTRY 38 SQFT TOTAL 2336 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 14,104 CUBIC FEET SHEET A 1m0 14'-11 5/8)" G.B. COLS.- I -4 - II TOP + 6-8)" A.F.F. ■ ■ 14'-4" P.G. HDR. ABV.- BOT. + 6-a" A.F.F. LANAI a'-0" GLC. GONG. SLAB 51-011 ■ ■ 14'-1 1/4 " FAMILY ROOM VAULTED GLC. 23'-0 3/a" 14'-2" +-f'-4" F HDR. HT. EGRESS R/S m a'-O" GLC. ■ ■ - - a' -a" GLC. cQ a' GLC. I w _ O I " HB 13'-7 1/2" q -O R/S 1 IASTER BEDROO I OO GOFFER - 42" H. 2X4 O KNEEWALL 142" H. -6" 2'-q 1/2" 2'-0" N WALL GLC. ■ HDR. HT. NP• J Z P.T. 2-2X4 - i � �URB - N �n N I � O ■ I � 4 0 5'-0" 4'-1 1/4" ---- - -- AISED II ARTOP II AISED - SINK W/ II I I ARTOP I ■ DISP. m I o II I LI ING ROOM KITCHEN i GAI HEDRAL GLC. r GLC. O QVAULTED p II I ■ z Lu m OBREAKFAST VAULT HD GLC. 2 -5 z HDR. q'-6 I/2" q" (3< 15 -5 I/4 " HT. ■ II O 41-4111 ( a' GLC. I - DINING ROPM SHELF W• 5 SH. N CATHEDRAL $LC. ABV. - a' GLC. 7AG I' MI cv DRYER - M.T. V.T.W. O 3 WH 2X4 j KNEEWALL- _ TOP +12'-11" AG ■ _ 22 "x54" - GOND ATTIC ACCESS I � x � I� - - - FAGE OF CABLE END TRUSS ABVdv- GARAGE a' GLC. BOX OUTBETWEEN TRUSSES ABV. CAR CEROOF FAGE OF CABLE END HB ■ TRUSS ABOVE O O 5'-111 2'-3 1/2" DEN/BEDROOM #4 VAULTED GLC. t(� ■ O O +6'-a" HDR. HT. - ■ EGRESS N r R/S ■ 0 5'-4 1/4" 5'-7 3/ " HDR. HT. BEDROOM #3 N EGRESS m VAULTED GLC. N N = ■ r0 o = o ® 7'-1 3/4" = 3'-7 (D 1/2" 7'-8" VAULTED GLC o 0 m M.T. q a � +12'-11" O GLC. HT. 2X4 KNEEWALL- P 12-11" A.F.F. 12 -�- - 4 /4" (oil ARCH 1'-611 ABV. BEDROOM #2 ■ ■1 1 1 IN ■ 20" L2011 a' GLC. A +6'-a" HDR. HT. DRESS 6'-4" 12'-4" ■ ■ GTR. HDR. HT. O N O O DOOR SGHEDULE O SIZE FRAME AREA U EAGTOR SHOO 0 REMARKS 1 3060 W/ 64"X7"X2 ICI 05 I EXT. DOOR SIDE LIGHTS 6.2 S.F. MUNTINS IN SDLTS 2 a06a S.C.D. g6X80" 53.3 S.F. .5a .25 1 EXT. DOOR 3 2565 SOLID GORE I CARACE DOOR 4 256a 7 I NT. DOOR 5 206a POCKET I I NT. DOOR 6 2465 POCKET I I NT. DOOR 7 266a B I FOLD I I NT. DOOR a 4065 B I PASS 3 I NT. DOOR Cl 2065 B I FOLD 2 I NT. DOOR 10 16070 OVHO. DOOR I GARAGE DOOR 11 2a6a POCKET I I NT. DOOR HI NDOH SGHEDULE O SIZE FRAME AREA U EAGTOR SHOO Q REMARKS 2.2 X 2 X 2.2 R A 55 SH X55.017" LEC .55 .22 1 MUNTINS ELLIPSE 21.6 S.F. B 25 SH 36 "X62" 15.5 S.F. Acl .24 2 G 4'W. X 3'-4"H. 4511X40" DEFAULT DEFAULT 1 CLASS BLOCK 13.5 S.F. D 33 SH 52.125"X37.375" 55 .22 13.5 S.F. E 1/2 53 SH 25.5"X37.375" .54 .25 1 OBSG. TEMPERED 6.6 S.F. F 35 SH 52.125 "X62" .55 .22 1 22.4 S.F. 3'-0"W. X 3'-6 "H. 35.0"X42 "X2a.52 "RX34" FIXED CLASS W/ LEC .47 .24 2'-10"H. LEGS c1b S.F. 1. WINDOWS, DOORS, AND CARACE DOORS SHALL GOMPLY W 1 TH STANDARD BU I LD I NC CODE W I NDLOAD AND EMEROENGY EGRESS REQUIREMENTS. NOTES: I. WOOD STUD SPAGINC: (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 GABINET WALLS AT 16" O.G. 2. FRAME WALLS ARE DRAWN 3 1/2" WIDE UNLESS OTHERWISE NOTED 3. GONG. BLOCK WALLS ARE DRAWN 7 5/5" WIDE UNLESS OTHERWISE NOTED 4. TOOL GONG. BLOCK JOINTS INSIDE CARACE WALLS (BRUSH a GLEAN) 5. DOOR a WINDOW ROUGH OPENINGS SHALL BE PROVIDED BY BUILDER 6. TOP OF TYP. BEARING WALL +a'-O" UNLESS OTHERWISE NOTED 7. HEIGHTS ARE MEASURED ABOVE TOP OF FOYER SLAB a. SEE STRUCTURAL NOTES FOR ADDITIONAL INFORMATION FLOOR PLAN 1/4" = 1'-0" MIGHAEL G. ANDERSON Digitally Michael signed by Michael n d e rs Anderson MIGHAEL G. ANDERSON, ARGHITEGT OF REGORD Date: FL. LIG. AR0017305 1020 SW PROVINGETOWN LANE, PORT ST. LUGIE, FL 34g53 n 2021.1 0.27 (772)41a-2115 14:33:59 -04' ' PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2020 FLORIDA BUILDING GODE-RESIDENTIAL (7TH EDITION) FL. LIG. AROOI7505 (PLAN REVIEW REVISIONS MASTER PLAN REVISION 1-24-21 LO rn o'rn'^^ T W W (0 N ~ J 0')~ � � X ct a � Q LL 00 N Lu Z Lu 0 J O ZO LL J CO O OC) N J r IL � w Q'L0 (D z0�U LLu O z O � CY) w J Lu H PROJECT NO. 17-015-101 DATE DRAWN 9-28-21 DRAWN BY MCA CAYMAN 1763 B3 LIVING 1763 SQFT GARAGE 387 SQFT LANAI 148 SQFT ENTRY 38 SQFT TOTAL 2336 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 14,104 CUBIC FEET SHEET A 2mO 1'-2 7/a" � c O A CONCRETE "U" BLOCK TIE -BEAM TOP COUPS HORIZ. 2X2 NAILED TO VERT. IX25 W/ 12d X 3- NAIL TOP OF BLK. +a'-O" A.F.F. TOP OF SLAB +0'-O" A.F.F. — — (REF. ELEV.) P.T. (2) 2X4 BUCK - CONNEGT TO BLOCK W/ 34" x 3" TAPGONS (1 1/4" MIN. EMBEDMENT INTO BLOCK) ATTACHMENT PER MFRS. RECOMMENDATIONS IX2 NAILED TO TRUSS TAILS W/ (2)-&d NAILS `ATTACHMENT PER MFRS. =PAN RECOMMENDATIONS STAPLES ® b" O.G. PER MFRS. RECOMMENDATIONS CONTINUOUS VENTED PRECAST LINTEL AT TOP BLOGK COURSE TOP OF BLOCK WALL 1'-2 7/8" O I m r -� 1'-2 7/8" I I I 1'-2 7/5" REAR ELEVATION 2x4 VERT. AT EA. FACE OF ARCH W/ (3) IOd NAILS AT EA. END TOE NAILED H/(2) — IOd AT BUCK 2x4 SOLID BLOGKING (FULL WIDTH OF HALL) BTHN. PLYWD. ARCH FACES H/ (3) IOd NAILS THRU 0.5.13. INTO EA. 2x4 P.T. (2) 2X4 BUCK - CONNEGT TO BLOCK H/ %6" x 3" TAPCON5 (1 1/4" MIN. 2X4 VERT. BRACES EMBEDMENT INTO BLOCK) I/2" GDX PLYWOOD PANEL (BOTH SIDES) NAILED TO BUCK H/ bd NAILS AT 4" O.G. PROVIDE 34" x 3" TAPGON (I 2x4 SOLID BLOCKING (FULL 1/4" MIN. EMBEDMENT INTO WIDTH OF HALL) BTHN. BLOCK) AT EA. 51DE BUCK -(I) PLYHD. ARCH FACES W/ (3) WITHIN 4" MIN. TAPGON OF IOd NAILS THRU 0.5.5. INTO START OF ARCH EA. 2x4 BUILT-UP PLYWOOD OR MA50NITE BUCK - SCRIBE BACKSIDE TO FIT ARCH. CONNECT H/ d NAILS I" x 3" BUCK CONTINUOUS SEGTI ON AA OVERHANG 16" TYPIGAL UNLESS OTHERWISE NOTED 1/4" = 1'-0" 1/2" GDX PLYWOOD A -A PANEL (BOTH SIDES) NAILED TO BUCK H/ ad NAILS AT 4' O.G. PRECAST LINTEL AT TOP BLOCK COURSE BUILT-UP PLYWOOD OR MAS70NITE BUCK - 5ORI13E BACKSIDE TO FIT ARCH. CONNECT H/ bd NAILS LINE OF RECTANGULAR ROUGH OPENING TOP_OF BLK. TOP__OFSLAB +0'-0" A.F.F. (REF. ELEV.) 0 — — — — — — — — — — — — — — — — — — L Ll GONG. OR DRYWALL BO IN o° o DOOR TRI DOOR FRAME FASTENED THROdSH BUCK W 3-1/4" x 1/4" (MIN! TAPGONS, WITH (1) TAPCON 6" MIN FROM EA. CORNER; AND 4 EQ. SPACED TAPICONS ON EA. VERTIG LES W/ MIN. EMBED OF 1 5/6" 12 6 HEAD/JAMB DETAIL EXT DOOR O — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — RI C HT SIDE ELEVATION Ixb P.T. BUCK SET IN DOOR SEf SEALANT AND -WaRED W/ IN BED OF CAULK d CAW HARD NAILS ® 12' O.G. IMAX) FASTENED TO SILL W/ 3/16" DIA. TAPCON5 ® I6" O/C PERIMETER GAULKI FLOOR COVERIN6--j GEMENTITIOUS FINISH o `PERIMETERGAULKIN6 QO° °O O° O QO°o — DOOR TRIM ° PERIMETER CAULKINCP CONCRETE SLAB SILL DETAIL EXT DOOR 1/4" = 1'-0" Ix3 OR Ix4 P.T. BUCK SET IN SEALANT AND NAILED WA-1/2" CASE HARDENED COIL NAILS AT 12" O/G. MAX. COW. OR MASONRY —DRYNIALL BOARD CAULKING ALUMIM)M FRAME FASTEN THRU BUCK W/ 3/I6 x3 1/4" TAPCON SCREWS ® 24" O/C MAX. IN PREDRILLFD HOLES BY MAR FACMIRER PERIMETER CAULKING GEhENTITIOUS FINISH HEAD DETAIL WIND❑W ALUMINUM FRAME FASTEN THRU BUCK W/ 3A6 x3 1/4" TAPGON SCREWS ® 24" O/C MAX IN PREDRILUV HOLES BY MAM/FAGTURER ALUMINUM FRAME 55aRE FRAME TO SILL PERIMETER CAULKINS WITH SILICONE CE ENTITIOUS FINISH A000 �GAULKIN6 CONC. OR MASONRY Ix3 OR Ix4 P.T. BUCK SET IN '0 SEALANT AND NAILED o Qo O W/1-1/2" CASE HARDENED ° ° : Oo. °' COIL NAILS A712" O/C. MAX. PRECAST OR POURED SILL PERIMETER GAULKIN6 DRYWALL BOARD GAULKIN5 JAMB DETAIL WIND❑W SILL DETAIL WIND❑W TOP OF BLK. O A — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — +a'-0" A.F.F. ARGH IN o MASONRY T- OPNC . DETAIL FRONT ELEVATION J T TOPOFSLAB ��----------------------------- +0'-0" A.F.F. (REF. ELEV.) RIDGE HEIGHT +17'-10" A.F.F. 4. RAISED TRIM (PROD. 3/4 ") TOP OF BLOC +a'-0' A.F.F. TOP OF SLAB +0'-0" A.F.F. (REF. ELEV.) ENTR T" SEGTI ON LEFT SIDE ELEVATION 1/4" = 1'-0" STUCCO FINISH PERIMETER CAULKING GONG. OR MASONRY Ix4 OR Ix6 P.T. BUCK SET IN SEALANT AND NAILED WI-1/2" CASE HARDENED COIL NAILS A7 24" O/G. MAX. DRYWALL BOARD GAULKIN6 DOOR PRAME FASTEN THRU BUCK W/ W/ 3-1/4" x 1/4" (MIN) TAPCON5 AT 24" O/C. MAX IN PREDRILLED HOLES BY MAN.FAGTURER JAMB/HEAD DETAIL (SGD) 1/4" = 1'-0" NOTES: I. HALL FENESTRATION PER FBCR 2017 703.4 2. PROVIDE FLASHING BETWEEN SLOPED ROOF AND VERTICAL HALL INTERSECTIONS, FLASHING SHOULD BE CONTINUOUS OR STEP FLASHING IN CONTINUOUS BED OF ROOFING CEMENT. 3. PROVIDE SEALANT PAINTED ON WINDOW / DOOR BLOCK WALL OPENINGS WITH IX BUCKS ATTACHED WITH MASONRY NAILS, APPLY SEALANT OVER IN5TALLED BUGK5 - SEALANT TO BE 5HERHIN HILLIAM5 GONFLEX OR EQUIVALENT. FRAMED WINDOW OPENINGS SHALL HAVE TAPED WINDOW FLASHING - WINDOW WRAP BY WFM MANUFACTURING (5EE DTAIL ON SHEET A&.2). DOOR FRAME FASTEN TO SILL W/ �6 x 1' SCREWS ® 2'-0" O/G FLOOR COVERING a.16 O° ° 6RCUT BED CONCRETE SLAB SILL DETAIL (SGD) MIGHAEL G. ANDERSON, ARGHITEGT OF REGORD FL. LIG. AROOI7305 1020 5H PROVINGETOHN LANE, PORT ST. LUGIE, FL 34Q53 (772)41 a-21 I a PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2020 FLORIDA BUILDING CODE -RESIDENTIAL OTH EDITI( MIGHAEL G. ANDERSON lichae I Digitally sign by Michael n d e rs Anderson Date: n 2021.10.27 14:34:09 -04'1 FL. LIG. AROOI7305 PLAN REVIEW REVISIONS MASTER PLAN REVISION 1-24-21 LO LO TT m r CV o 'm'^ T W LL] N Urn� X �0 -.1 C/) -t � Q LL 00 Z 0 J (D moo J CO N J LL r)� w (0 ``V UO Q U z °C�C/)z C\j O C'7 LLI J LLI SHEET A 3mO 1/4" = 1'-0" ANGHOR SGHEDULE (SIMPSON STRONG -TIE PRODUGT5 MODEL NUMBER) P.G. LINTEL BOTT. 9 6'-8" 2x4 "X" BRAG I NC TYP. PROVIDE 2x4 BOTTOM GHORC BLKG. AT 45 O.G. SEE NOTE #� I/2"m AR AT ::32" n r IN I INTFI NOTE: TOP OF BEARING AT LANAI +5'-0" AFF I I I SEE GABLE END 5EGTION XX SHEET A6.1 B-10 P.G. L I NTEL BOTT. T, IK I I B-g - I I II II II Z'P III BGLGAT 2*C "X" BRAG TYP. NO I I II OH VAULTED GLG. I COFFER I 8' FLAT GLG. GLG. VAULTED GLG. II II VAULTED I I GLG. g_q VAULTED GLG. CATHEDRAL GLG. 8' FLAT GLG. OH 8' FLAT GLG. VAULTED 8' FLAT GLG. GLG. 2x4 "X" BRAGING TYP. (2)2x6 22 "x54" ATTIC, AGGE55 i i x 2X4 KNEEHALL- TOP + 12-11" A.F.F. I I I I 2X4 KNEEHALL- TOP + 12-II" A.F.F. 11 8' FLAT � GLG. II II II II II � 16" II II II II II II 16" II II II II II B-2 1/2"(P A.B. AT 32" O.G. IN LINTEL Av B-I � 1/2"0 A.B. AT 32" O.G. IN LINTEL SEE SECTION X-X ON SHEET A6.1 SEE SEGTION X-X ON SHEET A6.1 DESIGNATION MODEL # ALLOWABLE LOADS NAIL PATTERN SIMP50N HETA20 < 1510 > 10-I0d x 1 1/2 USE SIMPSON HETA20 FOR ALL TRUSS TO BLOCK GONNEGTIONS (U.N.0) SIMPSON MT512 < 1000 > 14-I0d x 1 1/2 USE 51MP5ON MT512 FOR ALL TRUSS TO FRAME GONNEGTION5 (U.N.O.) S I MPSON (2) HT520 < 2g00 > 24-10d X 1 1/2 TO PLATES 24-I0d X 1 1/2 TO STUDS /,/jROVIDE 2x4 '��•� ..�.' BL KG. AT 48R O.G. - - 8U8 8F8 1B 8F16 1B/1T SEE NOTE #2 r d. F = FILLED WITH GROUT / U = UNFILLED < L3 #..' r QUANTITY OF REBAR AT U _ d I` BOTTOM OF LINTEL CAVITY ¢ `• 8F16-1B/1T M J I L �Z B-8 NOMINAL WIDTH-] NOMINAL HEIGHT) QUANTITY ❑F '. `.° REBAR AT TOP — 1'-4" OH B-5 B-5 TYPE DESIGNATION-S/s•A 8' NOMINALL WWIDTH GONNEGTOR PER ANGHOR SGHEDULE 2-2X4 TOP PLATE H/ SIMPSON "SPH4" AT EACH TOP PLATE / STUD CONN. B-3 KNEEHALL H/ 2X4' SPACE " e.6. — 1'-4" OH 2 X 6 BETWEEN TRUSSES UNDER FRAME HALL SIMPSON "SPH4" AT ALL BOT. PLATE/STUD GONN.- FRAM IN CC FLAN 1/4" = 1'-0" #5 REBAR AT TOP MIN. (1) REQ'D 1-1/2' CLEAR GROUT #5 REBAR AT BOTTOM OF LINTEL CAVITY 12 PER ELEV. PREGAST HEADER SGHEDULE B-X LINTEL CAST GRETEALLOHABLE ALLOHABL MEMBER LENGTH TYPE LOAD UPLIFT B-I 208" 8FI6-IB g50 PLF 361 PLF B-2 70" 8F8-IB 145g PLF 1272 PLF B-3 42" 8F16-I15 6113 PLF 3547 PLF B-4 68" 8RF14-IB 4567 PLF Ig60 PLF B-5 54" 8FI6-IB 603g PLF 2507 PLF B-6 70" 8F16-IB 145g PLF 1272 PLF B-7 112" 8F16-IB 1818 PLF g80 PLF B-8 64" 8F16-IB 5365 PLF 22g0 PLF B-g g0" 8FI6-IB/2T 2661 PLF 1634 PLF B-10 168" 8F16-I15/2T 1002 PLF 70g PLF B-II 126" 8FI6-IB/2T 1533 PLF 1183 PLF GONNEGTOR PER ANCHOR SGHEDULE ROOF TRUSS OVER ENTRY +13'-2" STD. BRO. HT. DBL. 2x4 TOP PLATE PLACE 2 X 4 STUDS OVER EACH TRUSS (2'-0" O.G.) 7/16" O.S.B. 8d @ 4" O.G. EDGES 6" O.G. FIELD , GONNEGTOR PER FRAMING PLAN P.T. 2X4 BOT. PLATE H/ 1/2" DIA. A.B. Cam? 16" O.G. H/ 2-3/4" MIN. EMBED. $ 2" 50. WASHERS KNEENALL DETAIL 3-16d NAILS 2 X 4 VALLEY FRAMING AT 16" O.G. REFER TO TRUSS ENGINEERING FOR CUPPED GARAGE TRUSS FRAMING-3 NOTES I. DESIGN LOADS: HIND: 160 M.P.H. AT 3 SECOND BURST ROOF: 37 PSF (20 L.L./17 D.L) 2. #2 OR BETTER 2x4 BLOGKING AT 4'-0" O.G. HITH 2 EA. 16d TOE NAILED EACH SIDE (DIAPHRAM AREA) 3. AT BL0CK/5TRUGTURAL FRAME HALL GONNEGTION, PROVIDE 1/2" DIA. COUNTERSUNK ANCHOR BOLTS H/ 2-1/4" MIN. EMBED. ® 24" O.G. VERT @ (2)2x4 P.T. VERT. 4. SEE FRAMING PLAN FOR PRECAST LINTELS TYPI GAL 5. PERMANENT OR TEMPORARY BRAGING OF TRUSSES PER HIBcII. 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 GONNEGTORS TO BE SUPPLIED BY TRUSS MANUFACTURER. 8. SEE STRUCTURAL NOTES FOR ADDITIONAL INFORMATION. g. OVERHANG IS 1'-4" UNLESS NOTED OTHERH15E MIGHAEL G. ANDERSON, ARCHITECT OF RECORD FL. LIG. AROOI7505 1020 5H PROVINGETOHN LANE, PORT ST. LUGIE, FL 34g53 (772)418-2118 PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2020 FLORIDA BUILDING GODS -RESIDENTIAL OTH EDITI MIGHAEL G. ANDERSON licha Digitally signed by I Michael Anderson ,nders Date: 2021.10.27 n 14:34:21 -04'00' FL. LIG. AROOI7305 PLAN REVIEW REVISIONS MASTER PLAN REVISION 1-24-21 0) DO N \~ O Ln LO r CV O C.0 W cfl N �..� UHrn� - CO X �0 Q � Lu Lup N Z 0 J�./� C) Cfl LL J W O A T m1Q��(D zLLJ O Q U n L0Un Z C\j O C'M (L Lu J Lu H PROJECT NO. 17-015-101 DATE DRAWN 9-28-21 DRAWN BY MCA CAYMAN 1763 B3 LIVING 1763 SQFT GARAGE 387 SQFT LANAI 148 SQFT ENTRY 38 SQFT TOTAL 2336 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 14,104 CUBIC FEET SHEET 4mO OUTI MIG# m GOAGH LT5. PREHIRE ELEGTRIGAL LOAD GALGULATION 2074 S.F. AT 3 VA 2 SMALL APPLICANGE GIRGUIT5 1500 VA EACH LAUNDRY CIRCUIT RANGE I HATER HEATER D 15HHA5HER D 15POSAL DRYER SUBTOTAL FIRST 10 kVA AT 100% REMAINDER AT 40% TOTAL OF OTHER LOAD 10 kVA OF AG AT 40% TOTAL 23,4&0 VA DIVIDED BY 240 V POOL SUB PANEL TOTAL USE 150 PIMP SER\/IGE EXTENT OF AREA FOR VINYL OR TILE PER GONTRAGT 6.2 kVA 3.0 kVA 1.5 kVA 12.0 kVA 3.0 kVA 1.5 kVA 1.5 kVA S n �-\/A 33.7 kVA 10.00 kVA G.48 kVA 1a.48 kVA 4.00 kVA 23.45 kVA ci7.8 A 30.0 A P41 rV001 ELEGTRIGAL PLAN 1/4" = 1'-0" 2" RI O I D O.H. SERV I GE F.P 3—#2/0 XHHW 2/0 SER GABLE ISO 32 GKT PANEL 150 AMP G/B 3#1 GU THNN 2" CONDUIT NO. 4 GU. WIRE TO GOLD HATER PIPE IF GU PLUMB. METER IF NOT GU USE SUPPLEMENT GROUND NO. 4 GU. WIRE TO 5/011 /v 01_011 SGHEMATI G ELEGTRIGAL RISDROUND ROD ELEGTRIGAL NOTES I. ALL BEDROOMS SHALL HAVE AFGI CIRCUIT PROTEGTION UNLESS NOTED OTHERWISE. 2. ALL COUNTERTOP KITCHEN AND BATHROOM OUTLETS SHALL BE GFI CIRCUIT PROTECTION UNLESS NOTED OTHERWISE. 3. ALL EXTERIOR OUTLETS SHALL BE HATER PROOF GFI GIRGUIT 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 GIRGUIT5 SUPPLYING OUTLETS INSTALLED IN DWELLING UNIT FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, 5UNROOM5, RECREATION ROOMS, CLOSETS, HALLHAYS 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 2014 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. 7. SMOKE ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHERE SUCH WIRING 15 SERVED FROM A COMMERCIAL SOURCE AND, WHERE PRIMARY POWER IS INTERRUPTED, SHALL RECEIVE POWER FROM A BATTERY. WIRING SHALL BE PERMANENT AND WITHOUT A 0I5CONNEGTING SWITCH OTHER THAN THOSE REQUIRED FOR OVERGURRENT PROTECTION. NOTE: ELECTRICAL PLAN IS SCHEMATIC. ELECTRICIAN SHALL VERIFY THAT ALL ELECTRICAL INSTALLATIONS MEET APPLICABLE VERSION OF NATIONAL ELECTRICAL CODE AND 2020 F.B.G. LEC END -0- SURFACE MTD. CEILING FIXTURE PENDANT FIXTURE �^1 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. 0- RHEOSTAT SWITCH @ 42' A.F.F. TP TOUCH PAD FOR SECURITY SYSTEM CENTRAL VACUUM OUTLET LOCATION O L= ELECTRICAL DISCONNECT MIGHAEL G. ANDERSON, ARGHITEGT OF REGORD FL. LIC, AROOI7505 102O SW PROVINGETOHN LANE, PORT ST. LUGIE, FL 34ci53 (772)418-2118 PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2020 FLORIDA BUILDING CODE -RESIDENTIAL (7TH EDITI MIGHAEL G. ANDERSON ichae nders n Digitally sign by Michael Anderson Date: 2021.10.27 14:34:32 -04'( FL. LIG. AROOI7505 (PLAN REVIEW REVISIONS MASTER PLAN REVISION 1-24-21 LO T TT V/ o 'rn'^ T W W (0 N ~ J ~ X ct LL,a 0Y C\I Z J fY O Cfl LL J fb 0 OC) N J r � Lu 'L0 ( 3 z0Q�U Er L Z � O c'M 0- W J W F- PROJECT NO. 17-015-101 DATE DRAWN 9-28-21 DRAWN BY MCA CAYMAN 1763 B3 LIVING 1763 SQFT GARAGE 387 SQFT LANAI 148 SQFT ENTRY 38 SQFT TOTAL 2336 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 14,104 CUBIC FEET SHEET A 5mO 12 \\ I ELEV R-30 INSULATION 1/2" GLG. GYP. BD. b"x8" U-BLOGK TIE -BM. FILLED W/ GONG. � (1) #5 REBAR GONT. PRE-ENG'RED PRECAST LINTEL SEE SHEET A 4.0 FOR DETAILS I x4 P.T. PLOYGEL SEALANT P.T. WOOD BUGK ALUMINUM WINDOW (REFER TO FLOOR PLAN FOR SGHEDULE) MARBLE SILL 1/2" DRYWALL ON Ix2 P.T. FURRING a 16" O.G. R-4.2 FOIL INSULATION W/ 4 MIL VAPOR BARRIER ND. BASE 4 MIN. GONG. SLAB (2500 PSI) W/ FIBER MESH OVER VAPOR BARRIER OVER GLEAN GOMPAGTEO POISON FILL ARGHITEGTURAL FIBERGLASS SHINGLES OVER I5# FELT ON IQ/32" GDX PLYWOOD SHEATHING AND PRE-ENGINEERED WOOD ROOF TRUSSES AT 24" O.G. (SEE ROOF NAILING PATTERN DETAIL) HURR. STRAP @ EACH TRUSS REFER TO CONNECTOR SGHED. TYP. O.H. ER ROOF PLA TOP_OF_BLOGK REFER TO EXT. ELEV. ALUM. FASGIA AND DRIP EDGE UNLESS OTHERWISE NOTED ON EXT. ELEV. GONT. ALUM. VENTED SOFFIT —t_ihHDW. HDR. HT. PER PLANS RAISED GEMENTITIOUS TRIM PER ELEV. PER PLANS RAISED GEMENTITIOUS TRIM PER ELEV. PER PLANS GEMENTITIOUS GOATING OVER 8x8x16 GONG. BLOCK ir I-#5 VERT. BAR TIED INTO #5 BAR DOWEL W/ STD HOOK AND RUNNING INTO LINTEL I(LOGATIONS PER FDTN. PLAN) 1' TOP OF SLAB I FINAL GRADE II I STUGGO STOP AS REOV. PER LOCAL BLDG. DEPT. JI — GONG. FTC. PER —I FOUNDATION PLAN III III —III TYP. EXT. BLOCK HALL REINFORCED/FILLED GONG. BLOCK CELL 1/2" DIA L-BOLT W' LONG) W/ 2" SQ. WASHER AT 32" O.G. MAX. JAMB DETAIL 2x4 P.T. W/ GONG. NAILS AT 12" O.G. LINTEL 2x4 STUDS ® SPACING PER PLANS VERTICAL FILLED CELL W/ 1-#5 BAR GONG. BLOCK WALL (2) 16d 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 1/5" THICK HURRICANE WASHER TOP OF SLAB I EXTERIOR FRAME WALL TO GONG. BLOGK WALL GONNEGTION FASTEN GARAGE DOOR TRACK STAYS TO PT BUCK W/ 5/16" X 1-3/4" LAG SCREWS @ 5" AFF, 36" AFF 72" AFF AND OPENING HT FOR 5'-0" DOOR FASTEN GARAGE DOOR TRACK STAYS TO PT BUCK 2x6 P.T. W/ 5/16" X 1-3/4" LAG SCREWS @ 5" AFF, 36" AFF 54 1/2" AFF AND OPENING HT FOR I6'-0" DOOR — 2x6 P.T. FROM BOT. OF HDR. TO GLG. LINE I/2" DIA L-BOLT 2x(5> 1N (V' LONG) W/ 2" SQ. WASHER P.T. GARAGE DOOR - OPENING N 1/2" DIA L-BOLT 0" LONG) W/ 2" 50. WASHER AT 32" O.G. MAX. N (4) EA. SIDE OF OPNG. 0 ELE\/ATION SARA(5E DOOR DETAIL GROUT SOLID TOP OF CELL SAWGUT APPf OPENING IN YJ SAWGUT APPf OPENING IN YJ 25" MIN. LAP L__j 0 n (2) I Od (0" O.G. 3 1/4" DETAIL AT GO° CORNER STRUGTURAL NOTES: WOOD STRUGTURAL NOTES: 1. WIND LOAD REQUIREMENTS AT 160 MPH PEAK WIND OUST FOR 1. ALL WOOD TO BE SPEG I ES, GROUP, AND GRADE AS SHOWN 3 SEG. BURST PER 2020 FBGR. 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.=Ici% MAX.,TYP. THE 2020 FBGR. PINE GROUP III WOOD IS DOUCLAS FIR -LARCH, SOUTHERN YELLOW 3. ALL FLOOR SLABS TO BE OF 2500 PSI GONGRETE PLANT MIX PINE, HEM -FIR, OR SPRUGE-PINE-FIR. 4" THIGK 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 GOVER ON 6 MIL POLY VAPOR BARRIER OVER GOMPAGTED GLEAN FILL. 4. END JOINTS IN STRUGTURAL DOUBLE TOP PLATE SHALL BE OFFSET AT LEAST 4'. STRUGTURAL DOUBLE PLATES TO BE 4. FIBER MESH REINFORGEMENT: FIBERS SHALL BE 1/2" TO 3/4" NAILED AT 6" O.G. MAX. COLLATED POLYPROPYLENE FIBERS. REQU I RED DOSAGE RATE 5. EXT. SHEATHING ON WALLS TO BE MIN. 15/32" SHALL BE AS SPEG I F I ED BY THE MANUFAGTURER. FIBERS SHALL GDX PLYWOOD. WALL NAIL PATTERN TO BE 6" BE USED IN STRIGT AGGORDANGE WITH THE MANUFAGTURER'S O.G. W/ IOd NAILS UNLESS OTHERWISE NOTED. RECOMMENDATIONS AND WITHIN TIME AS SPEG I F I ED IN "ASTM G94" THE FIBERS SHALL COMPLY WITH ASTM DESIGNATION G1116 6. ALL STRUGTURAL LUMBER (EXGLUDINC PREENG. HID. TYPE 111 4.1.3 AND WITH APPL I GABLE BUILDING CODES. TRUSSES) TO BE #2 OR BETTER GROUP I I , UNLESS OTHERWISE GERTIFIGATION OF COMPLIANCE SHALL BE MADE AVAILABLE 1`AJGTURAL HEADER SIZES SHOWN ON ROOF FRAMING ON REQUEST. STANDARD AGI 302 PROCEDURES FOR PLACING, PLAN ARE TO BE #2 OR BETTER, SPEGIES GROUP II FINISHING, AND GURINC SHALL BE FOLLOWED WHEN USING FIBER MESH GONGRETE. 8. MAX. I" HOLE DRILLED INTO EXTERIOR STRUGTURAL 5. CONCRETE MASONRY UNITS SHALL MEET ASTM GQO. �TPRDS TO BE DOUBLED AT EACH END OF SHEARWALL AS PER DRAWINGS. 6. MORTAR TO BE TYPE 'M' OR 'S': GROUT TO BE 3000 PSI 10. WHEN ANCHORING (2) WOOD ITEMS TOGETHER, THE LENGTH AT DAYS. FOLLOW GROUT CONFINEMENT PROCEDURES AS DE DEFINED IN AGI 53-q�i. f'm = I500 psi OF HURRIGANE STRAP MUST BE EQUALLY HALF ON EA. ITEM. II. NAIL PATTERNS: 8. REBAR TO BE SIZE #5 GRADE 40, GONT. -DOUBLE PLATE AT 12" O.G. OUTSIDE THE TOP OF FILL CELLS AND SPLICE ZONE (SEE NOTE #4).-DOUBLE CHANCES OF DIRECTION WITH MINIMUM LAP OF 30 . STUD NAIL PATTERN AT 12" O.G. q. UPLIFT GONNEGTORS TO PROVIDE CONTINUITY FROM ROOF -DOUBLE HEADER NAIL PATTERN AT 6" O.G. AT TRUSSES THRU PLATES TO SLAB AND FOUNDATION PER EA. EDGE, 12" O.G. INTERNALLY. ENGLOSED DETAILS. -HEADER TO STUD- 4" O.G. EA. HEADER MEMBER -STUD TO TOP OR BOTTOM PLATE- (2)16d END 10. EPDXY ANCHOR ALTERNATE: NAILED OR (2)16d TOE NAILED EA. SIDE THREADED ANCHOR ROD MAY BE USED IN LIEU OF ANCHOR -ALL INTERIOR HEADERS TO BE (2) 2x BOLTS FOR USE AS PLATE ANGHORS OR HURRIGANE ANGHORS. WITH 1/2" FLITGH GLUED AND NAILED THE FOLLOWING CRITERIA MUST BE MET: WITH 16d AT 8" O.G. STAGGERED. ANCHOR SIZE GONG. HOLE SIZE 1/2" 3/4" 12. ROOF SHEATHING TO BE MIN. 15/32" GDX 318„ MIN. HOLE DEPTH PLWOOD NAILED PER ROOF NA I L I NC PATTERN DIAGRAM. 7/g" AFTER HOLE IS DRILLED ALL GONGRETE DUST MUST BE'7 OVED 13. ALL NAILING SPEG I F I ED TO BE APPLIED BY NAIL PRIOR TO EPDXY INSTALLATION. THREADED ROD (MINCI A36 GUN AND/OR MANUALY. STEEL) AND REBAR TO BE FREE OF DIRT OR CREASE. LOAD ON 14. TRUSS BRAG I NG PER TRUSS MFG. ROD OR REBAR GANNOT OR BE APPLIED UNTIL 12 HOURS AFTER DRAWINGS. APPLICATION. TWO COMPONENT EPDXY RESIN MATERIAL TO BE 15. AT ALL INTERIOR WALLS THAT ARE NOT LOAD MIXED PER MFG. DIRECTIONS. BEARING, METAL STUDS MAY BE SUBSTITUTED FOR WOOD STUDS. 11. MISSING DOWEL PLAGEMENT: 16. ANCHOR BOLTS,5" LONG x 1/2" DIA. WITH A 2" NEW HOLE SHALL BE DRILLED 7/8" TO I" WIDE AND 10" DEEP. SQUARE X I/8" THIGK HURRIGANE WASHER EMBEDDED 5" AFTER HOLE IS DRILLED ALL GONGRETE DUST MUST BE REMOVED UNLESS NOTED OTHERWISE. PRIOR TO EPDXY INSTALLATION. THREADED ROD (MIN. A36 STEEL) AND REBAR TO BE FREE OF DIRT OR CREASE. LOAD ON 1-7. ALL EXTERIOR GEILINC MATERIAL TO BE 1/2" MIN. EXTERIOR ROD OR REBAR GANNOT OR BE APPLIED UNTIL 12 HOURS AFTER GRADE GYP. BOARD OR 1/2" MIN. SOFFIT BOARD UNLESS NOTED APPLICATION. TWO COMPONENT EPDXY RESIN MATERIAL TO BE MIXED PER MFG. DIRECTIONS. X 6" DEEP HOLE FOR =T IN EPDXY ADHESIVE BLOCK WALL 25" MIN. LAP OF REBARS 5,000 PSI CONCRETE FILLED CELL W/ #5 BAR SAWGUT I"W. OPENING IN WALL FROM TOP TO BOTTOM FOR FULL HEIGHT REBAR PLACEMENT INTO CELL - FILL SOLID R CONCRETE SLAB X 6" DEEP HOLE FOR 2x6 w #5 BAR SET IN EPDXY ADHESIVE P.T. ADDED RE I NF . FILLED 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 ALL PLANS, DETAILS, AND NOTES ON THESE DRAWING ARE PROPRIETARY AND CANNOT BE USED, TRANSFERED, OR OTHERW 1 SE REPRODUCED WITHOUT THE APPROVAL OF RENAR HOMES 5' ROOF EDGE OZONE I -USE 8d RING SHANK NAILS ® 6" O.G. O ZONE 2-U5E 8d RING SHANK NAILS 3 ZONE 3-USE 8d RING SHANK NAILS 2 \ O.G. @ 4" O.G. NA I L I NCc PATTERN FOR ROOF ROOF SHAPE REPRESENTS TYPICAL ZONES ONLY. MIGHAEL G. ANDERSON, ARGHITEGT OF REGORD FL. LIG. AROOI7505 102O SW PROVINGETOWN LANE, PORT ST. LUGIE, FL 34ci53 (772)41 b-2118 PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2020 FLORIDA BUILDING GODE-RESIDENTIAL (7TH EDITI MIGHAEL G. ANDERSON lichae Digitally signed by Michael Anderson nders Date: 2021.10.27 n 14:34:44 -04'00' FL. LIG. AROOI7305 PLAN REVIEW REVISIONS MASTER PLAN REVISION 1-24-21 LO T rn r CV o W 0 N ~ 05 J CA ~ t -t X Q00 N - Lu OJiYoCfl LL J m O � N J r co Y-wIL�C`3 U z0Q F—MI Er � (n Z O � c'M 0- W J W F- PROJECT NO. 17-015-101 DATE DRAWN 9-28-21 DRAWN BY MCA CAYMAN 1763 B3 LIVING 1763 SQFT GARAGE 387 SQFT LANAI 148 SQFT ENTRY 38 SQFT TOTAL 2336 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 14,104 CUBIC FEET SHEET A 6mO PRE-ENGI NEE ROOF TRUSS 8" X 8" X 16" — CONCRETE LINTEL BLOCK FILL WITH CONCRETE AND (1) #5 BAR L INSTALL SIMPSON HT5MI6 W/ (5) IOd NAILS TO TRUSS ATTACH STRAP TO LINTEL W/ (4) 1/4" x 2-1/4" MIN TAPGONS VERIFY NUMBER OF TAPGONS WITH CONNECTOR SCHEDULE ALTERNATE TRUSS ANGHOR DETAIL N.T.S. (4) IOd NAILS PROVIDE 2X4 BLK © 16" O.G. BEHIND GABLE END TRUSS P.T. 2X4 LEDGER BD- W/ 1/4" D I A. TAPGONS (2-5/4" MIN. EMBEDMENT) SPACED 16" O.G. EL: 36" ABOVE ADJACENT FLOOR 5x54' WELDED FLANGE N 1' i» i" 3" Q') x I/4" STEEL PIPE �" TAPGON TYPA �x54' WELDED :LANCE BOLLARD DETAIL q�j1p —2'-0" R❑❑E AT SLIDING GLASS D❑❑R DETAIL-1 ST❑RY GEMENTITIOUS GOATING ON LATH OVER 2 LAYERS I5# FELT OVER 15/52" COX PLYWOOD OVER GABLE END TRUSS GALV. METAL FLASHING, 2X4'S @ 16" O.G. FIBERGLASS SHINGLES OVER 15# FELT ON 7/16" OSB (5) IOd NAILS _TOP OF BLOGK PER PLAN 2X FASCIA W/ DRIP EDGE 2X4'5 (9 16" O.G. 1/2" EXT. GYP. BD. - FASTEN TO FRAMING W/ DRYWALL SGREWS AT 6" O.G. MAX. SIMPSON LU24 EAGH JOIST/ LEDGER BD. CONN. LINTEL BLOCK TOP COURSE FILLED W/ GONG. 4 1-#5 BAR TOP OF HIGHER BLOCK WALL z--- ---- -- p Q I�-- ----- tfl�p- II 2x8 RIDGE 2x6 RAFTERS AT 24" O.G. MAX. - TOE -NAIL TO RIDGE BD. W/ (2) IOd NAILS ROOF 2x4 VERT. STUDS SHEATHING 4'-0" O.G. (PLACE ABOVE TRUSS BELO SIMPSON STRONG -TIE "H2.5" AT EA. END OF 2x4 PRE-ENG'RED SEE VERT. STUD TRUSSES NOTE #4 NOTES: SEE I. HURRICANE CONNECTORS REOV NOTE #4 AT 8'-O" O.G. 2. PROVIDE "H2.5" ROOF AT EACH RAFTER END SHEATHING 3. PROVIDE 2x8 RIDGE BOARD WHEN APPLICABLE 4. PROVIDE 2x4 VALLEY BLOGKING BTWN. TRUSSES AT LOCATIONS WHERE VALLEY FRAMING DOES NOT BEAR ABOVE TRUSS HAND FRAMED VALLE)" DETAIL THIS DETAIL APPLIES ONLY WHEN AN INDIVIDUAL 2x6 RAFTER HORIZONTAL SPAN IS GREATER THAN 8'-0" z W Q, I #5 BAR DOWEL TOP OF LOWER < Lu it V41 STD. q0° HOOK BLOCK WALL GONG. BLOCK WALL I #5 BAR DOWEL I VERTI GAL FILLED W/ STD. q00 HOOK II CELL W/ 1-#5 BAR I I I I BLOGK HALL_ HE I O HT TRANSITION DETAIL 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 ❑LASHING DETAIL AT R❑❑❑ ❑RAMING ON MAS❑NRY z K lU w Q1 EXPANSION STRIP $ SEALAN 4— ® JAMB $ SEE PLAN I L ----- - ------� I L_== -___==_ ____1 L ---- -- ------� I I / STEEL, MASONRY OR WOOD FRAMING MORTAR JOINTS 1/4" TO 3/&" (TYPICAL) - PANEL ANCHORS 8"X51'X4" (NOMINAL SIZE) GLASS BLOCK UNITS PANEL ANCHORS REINFORCEMENT EVERY OTHER COURSE OR 16" O.G. WHICHEVER IS LESS HEAD LOCATIONS (ONLY) ASPHALT EMULSION THIN MORTAR SPECIFICATIONS SILL LOCATION GLASS BLOCK UNITS: 8" X &" X 4" (NOMINAL SIZE) MORTAR: TYPE "S" PER ASTM G 2-70. REINFORCEMENT: LADDER TYPE, G-GAUGE, 2" WIDE WITH BUTT -WELDED GROSS WIRES AT 16" O.G., HOTT DIPPED GALVANIZED. PANEL ANCHORS: 20 GAUGE PERFORATED STRIPS, 24" X 1 5/4", HOT -DIPPED GALVANIZED, AT BOTH JAMB AND HEAD LOCATIONS ANCHORED WITH #10 X 1 1/4" LONG PANHEAD SGREWS WITH #10 WASHERS (2 PER PANEL ANCHOR) OR (03/16" X 1 1/4" HILTI KWIK BOLT II. EXPANSION MATERIAL: 3/&" THICK POLYETHYLENE TYPE. SEALANT: SILICONE TYPE. O LASS E3LOGK INSTALLATION USE SIX GALVANIZED II 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/8" PLACE NAILS 6-1/8" FROM BOTTOM EDGE OF EACH SHINGLE AND I" FROM EAGH END. USE 6 NAILS PER SHINGLE ALL NAILS TO BE PLACED ON 6-1/8" NAIL LINE + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + SHINGLE SIDE VIEW SH I NO LE NA I L I NO DETAIL HIGH HIND OR STEEP SLOPE N.T.S. MIGHAEL G. ANDERSON, ARGHITEGT OF REGORD FL. LIG. AROOI7505 1020 SW PROVINGETOWN LANE, PORT ST. LUGIE, FL 34ci53 (-772)40-210 PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2020 FLORIDA BUILDING CODE -RESIDENTIAL (7TH EDITI M I CHAEL G. ANDERSON Michae Digitally signed by I Michael Anderson Anders Date: 2021.10.27 on 14:34:56 -04'00' FL. LIG. AROOI7505 LO T r N o lrn^ T Cfl W C-0 N U�rn� X -t QLL 00 0 CV �Lu - 0 J O CO " JmO00N J r Cc Lu (D (3 Q U z O mmmmn °CU)0z L0C\j O M � W J W I — SHEET A 6ml GORNE \ FLASHING TAPE GORNE / FLASHING TAPE FLASHING TAPE SIDE — FLASH TAPE FIN WINDOW TOP CORNER _ — — NAILING 51DE ° GHEGKRAI ° FLASHING ° TAPE — WINDOW BOTTOM SILL FLU #1 51L #2 I. GUT THE WATER RESITIVE BARRIER (IG) WATER RESISTIVEiBARRIER ST GUT * 1 1— T--- 11 I I I I ITH GUT, 1 3RD1 I MAKE A 6" GUT UP I I I FROM EACH TOP i GUT I I CORNER AT A 45(P I ANGLE TO ALLOW THE WATER BARRIER / �45�TYP i TO BE LAPPED OVER THE FIN AT I j <�2ND,. I I THE HEAD OF THE I I WINDOW. lO I L - - - - - - - - - - - - J 2. FOLD THE WATER RESISTIVE BARRIER (ID). FOLD SIDE AND BOTTOM FLAPS INTO THE OPENING AND STAPLE TO INSIDE WALL. 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 SHOWN OE) SO IT OVERHANGS I" TO THE EXTERIOR. NOTE: THE TAPE IS GUT 12" LONGER THAN THE WIDTH SO THAT IT WILL EXTEND 6" UP EACH 51DE OF THE OPENING. 4. TAB THE SILL FLASHING TAPE AND FOLD. GUT I" WIDE TABS AT EACH CORNER CV2" FROM EACH SIDE OF CORNER) (IF) FOLD TAPE TO THE EXTERIOR AND PRESS FIRMLY TO ADHERE IT TO THE WATER 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 1" 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 WATER RESITIVE BARRIER. THE TAPE SHOULD EXTEND 2" ABOVE THE TOP OF THE WINDOW AND 2" BELOW THE BOTTOM OF THE WINDOW. PRESS THE TAPE DOWN FIRR4L:Y. I EX TERioR I I 2. APPLY TOP FLASHING TAPE. GUT A PIECE OF FLASHING I TAPE LONG ENOUGH TO 60 AGRO55 THE TOP OF THE 1 2 WINDOW AND EXTEND AT LEAST I" PAST THE SIDE FLASHING TAPE ON BOTH SIDES. APPLY THE TAPE OVER THE TOP O2 1 NAILING FIN AS SHOWN. NOT" DO NOT TAPE OR SEAL THE BOTTOM NAILING FIN. r\, 3. FOLD DOWN TOP FLAP OF WATER RESISTIVE BARRIERI ILL: J/ I (3G) I 4. APPLY FLASHING TAPE TO DIAGONAL GUTS. GUT PIECES OF FLASHING TAPE AT LEAST I" LONGER THAN THE DIAGONAL GUTS IN THE WATER RESISTIVE BARRIER. APPLY THE TAPE GOVERING THE ENTIRE DIAGONAL GUT IN THE WATER RESISTIVE BARRIER AT BOTH UPPER GORNERS OF THE WINDOW. NOTE: BE SURE TO OVERLAP THE TOP CORNERS (50) I EXTERIO 1 I 1 I I 1 I 1 I I I I I O I I 1 I I I I 1 1 I 1 I I gu 1 I TOE NAIL (2) 16d EAr-u cinK 2x4 TRUSS TOP CHC BLKG. @ 4&" O.G. PRE -ENO. TRUSSES AT 24" O.G. 2x4 TRUSS BOTTOM CHORD BLKG. AT 4'-0" O.G. REFER TO FRMG. PLAN (2) 16d COMMONS TOE NAILED EA. SIDE 2x4 45 ° GROSS BRAGING AT 4'-0" O.G. W/(2)I6d NAILS AT EA. TRUSS WEB MEMBER NAIL 2 X 4 BLKG TO 2 X 6 BLKG WITH IOd @ 8" O.G. NAIL 2 X 6 BLKG TO DBL TOP PLATE WITH IOd @ 8" O.G. 5IMP50N "MSTAM24" AT 32" O.G. W/ 5-1/4" X 2 1/4" TAPGONS IN MASONRY 4 a-IOd X 1 1/2" IN 2X6 STUD 8x8 U-BLOGK TIE -BM. FILLED W/ GONG. $ (1) #5 BAR GONT. VERT. #5 BAR AT EA. REINF. FILLED CELL PER FDN. PLAN OABLE END SEGTION @ VAULT NOTE: HOLD FACE OF GABLE END TRUSS IN 3/4" BEYOND BLK. FOR GEMENTITIOUS FINISH • 1N 3. @ 48" O.G. d GOMMON NAILS AT X4 LADDER FRAMING GABLE END TRUSS 15/32" PLYWOOD SHEATHING OVER GABLE END TRUSS FASTEN WITH Sd @ 6" O.G. NAIL EACH TRUSS BOTTOM CHORD MEMBER TO 2 X 4 BLKG WITH (2) IOd 2 X & @ 16" O.G. KNEE WALL WITH SIMPSON SPHS AT EACH STUD 5IMP50N HETA20 @ 32" O.G. EXPANSION JOINT AT GEMENTITIOUS FINISH 2x6 P.T. PLATE GONT. W/ 5/&" DIA. ANCHOR BOLTS @ 32" O.G. OR W/I/2" DIA. ANCHOR BOLTS @ 24" O.G. TOE NAIL (2) 16d EACH SIDE ROOF SHEATHING 2x4 BLKG. @ 48" O.G. — / \ 2x4 BLKG. @ 45" O.G. PRE -ENO. TRUSSES (2) 16d COMMON NAILS AT @ 24" O.G. EA. 2X4 LADDER FRAMING GABLE END TRUSS 2x4 45° GROSS BRAGING AT TRUSS MID -PT. AND AT AIR -INFILTRATION BARRIER &'-0" O.G. (MAX) OVER EXT. SHEATHING (SEE EXT. ELEV. FOR FINISH MAT'L.) TRUSS SETBACK PER FRMG. PLAN 2x4 TRUSS BOTTOM 12 CHORD BLKG. AT ROOF PERSHEATHING ELEV. FT4'-0" O.G. REFER TO FRAMING PLAN 71 HURRIGANE STRAP (2) Irod COMMONS @ EACH TRUSS PER FRMG. PLA � TOE NAILED EA. SIDE 8x8 U-BLOGK TIE -BEAM FILLED W/ GONG. 8 (1) #1 BAR GONT. VERT. #5 BAR AT EA. REINF. FILLED CELL PER FDTN. PLAN O ABLE END SEGT I ON @ HIP ROOF Y-Y TOE NAIL (2) 16d EACH SIDE 2x4 TRUSS TOP CHORD BLKG. @ 48' O.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' D.C. 10 FT. TO 20 FT. (3) PAIRS AT 1/4 LESS THAN 10 FT, P❑INTS (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 19/32" CDX PLYWOOD SHEATHING 2x4 BLKG. @ 48" D.C. / I �(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 CONC, 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. SIMPSON HETA20 AT EACH TRUSS VERT WEB MEMBER (24" O,C. MAX) 16d COMM❑N NAILS AT 6" D.C. TO 2x6 P,T. PLATE CEMENTITI❑US FINISH OVER FRAME CONSTRUCTII❑N APPLIED 2 LAYERS OF AN APPROVED N WATER RESISTANT BARRIER MATERIAL OR 1 LAYER OVER AN APPROVED HOUSE WRAP. EXPANSI❑N J❑INT AT CEMENTITIOUS EIP�H PLATE CONT. W/ 1/2'x 8" ANCHOR BOLTS @ 32" O.C. MIGHAEL G. ANDERSON, ARGHITEGT OF REGORD FL. LIG. AROOI75O5 1020 SW PROVINGETOWN LANE, PORT ST. LUGIE, FL 34ci53 (772)418-2118 PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2020 FLORIDA BUILDING GODE-RESIDENTIAL (7TH EDITI MIGHAEL G. ANDERSON lichae Digitally signed by Michael Anderson n d e rs Date: 2021.10.27 n 14:35:08 -04'00' FL. LIG. AROOI7505 LO T C� r CV O 'C'� ^ T W W 0 N ~ C05 J A ~ U) -t X Q N Z Lu 0 J OC C) Cfl J CO O � N J r Lu z0Q�U Cc Lu � Z LO C\j O c'M O_ Lu J LLI I — SHEET A 6m2 OPEN TO FAMILY RM. BEYOND mm mm FILLER TGHEN AR TOP BREAKFAST ROOM NOTES: E 3 G1 O 24 O W3 ° 12 ° W3V O 36 O HOOD Bo 2�BI5 RNO FILLER KIT. AT RNO. BATHROOM TOWEL BARS AT 54" A.F.F. BOTTOM OF MEDICINE CABINETS AT 54" A.F.F. TOP OF BATHROOM SHOWER TILE TO GEILINO HT. SHOWER HEADS AT 61-b" A.F.F. GER. TILE FAMILY RM. BEYOND AR TOP RRD.Zma � Q OPEN cp LL O TO � HALL HALL AfizGH ZI I..I A I I 1.i1T1'-) I T BATH 2 I 11__- I-- I I -� O ~� m <O }� 1-11 r Y Kr-1— KIT. AT SINK/DW/izEF WALL MT'-' I ->- O ~� m <O }� V1)L I M . BATH VANITY CizEAT RM. WALL ELEVATION WOOD TRIM 14" 3/4" M I GPI TOP ON SHIM SCREWED TO SEGURE X 4 TOP PLATE NOTE: NO REVEAL BETWEEN BAGKSPLASH AND TOP 2x4 STUDS AT 1611 O.G. 1/2 " DRYWALL K I TGHEN BASE GABINET BA1zTOP DETAIL ISED :TOP MIGHAEL G. ANDERSON, ARGHITEGT OF REGORD EL. LIG. AROOI7505 1020 SW PROVINGETONN LANE, PORT ST. LUGIE, EL 34a53 (772)418-21 I5 PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2020 FLORIDA BUILDING GODS -RESIDENTIAL (7TH EDITI MIGHAEL G. ANDER50N Aicha Digitally signed by I Michael Anderson m d e r Date: 2021.10.27 on 14:35:20 -04'00' EL. LIG. AROOI7505 PLAN REVIEW REVISIONS MASTER PLAN REVISION 1-24-21 O w CYD � N o N \~ � O � O N rn r N CDm N U W rn � co It CO- CO X �z Lu pJOCocfl " J m p � N J �0 Lu V z O Q � U ��U)z L o M IZ W J W H PROJECT NO. 17-015-101 DATE DRAWN 9-28-21 DRAWN BY MCA CAYMAN 1763 B3 LIVING 1763 SQFT GARAGE 387 SQFT LANAI 148 SQFT ENTRY 38 SQFT TOTAL 2336 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 14,104 CUBIC FEET SHEET 7mO DRYER VENT THRU WALL NOTE: ALL DUGTWOR< PENET AT NG SARASE GE I L I NCC SHALL BE R-C FI BERG7LASS DUGT HORK. AG -I EQUIPMENT SGHEOULE: MFG. GARRIER 3 TON G.U. GH 14NB036000 A.H.U. FB4GNF042 HEAT 05 KH GOOLING GAP. 35,600 HEAT GAP. 34,000 ELEGT. 205-230-1 BRKR. GU - 35 AHU - 30 REF. LINES 3/4 4 3/8 S.E.E.R. 14.00 H5PF 0.5 RETURN GRILLE HVAG PLAN SUPPLY DUCT rMMORIA PRIMARY DRAIiV DRYWALL STAND 1/4" = 1'-O" FAN G LOW VOLTAGE —, arcm,r-44 FORMS SUPPLY col =KRVT PAD SWF rya , cr at roc r rxo vs — WSrALLED PVT MOE DDlYMSOR COIL r Ro r.19WMA Ct?tNf'ASEMR ACCM PAM w11=5vCwN UNE XMIOERANT OWD UNC AIR COOLED CONDENSING UNIT SLAB MOUNTED mrA MIGHAEL G. ANDERSON, ARGHITEGT OF REGORD FL. LIG. AROOI7505 1020 SH PROVINGETOHN LANE, PORT ST. LUGIE, FL 34ci53 (772)418-2118 PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2020 FLORIDA BUILDING GODE-RESIDENTIAL (7TH EDITI MIGHAEL G. ANDERSON lichae Digitally gltally signe by Michael Anderson Date: nders 2021.10.27 14:35:33 -04'01 n FL. LIG. AROOI7505 PLAN REVIEW REVISIONS MASTER PLAN REVISION 1-24-21 C/)0) � N o N LO T T V/ r CV O L� N J ~ CA ~ �J � Ct X J m O � N J r W CC) ('3 z0U Q� L Lu Z � O c'M 0- LU J W (- P ROJ ECT NO. 17-015-101 DATE DRAWN 9-28-21 DRAWN BY MCA CAYMAN 1763 B3 LIVING 1763 SQFT GARAGE 387 SQFT LANAI 148 SQFT ENTRY 38 SQFT TOTAL 2336 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 14,104 CUBIC FEET SHEET 8mO NOTE: ALL DUCTWORK PENETRATING GARAGE CEILING SHALL BE R-6 FIBERGLASS DUCT WORK. Type: Model: Indoor Model: Brand: Description: Efficiency: Sound: Capacity: Sensible Capacity: Latent Capacity: AHRI Reference No.: DRYER VENT THRU WALL, - - -------- Heating System Air Source Heat Pump CH14NBO36*0**B* CARRIER AIR CONDITIONING Air Source Heat Pump 8.2 HSPF 0 33,800 Btuh n/a n/a n/a RETURN GRILLE HVAC PLAN OMP INMNAMNAL HLMORICANE WW DOWNS N(A"VANE M-W*ws WITH 1-1/2" VAION Soma WM 31,W I f.- X 114' SORM M VAJ10ft OWJ WMAUM PM CODE '=12&4S09 COIL Cooling System Air Source Heat Pump CF114NB036*0**B* FB4CNP042L CARRIER AIR CONDITIONING Air Source Heat Pump 14.5 SEER 0 34,200 Btuh 25,650 Btuh 8,550 Btuh 9162515 SLIMY DUG'r A. F1 - LJ . PRIMARY r-*w—N\', DRYWALL 51AND 1/4" = 1'-0') 41 E WIM121MRIMOMIL T-� i*LVE rj";GvzWr U0010 UNE AIR COOLED CONOENSING UN/T SLAB MOUNTEO mrs, Preferred Air Conditioning & Mechanical, Inc. 1643 Donna Road West Palm Beach, Florida 33409 P: 561-689-1093 / F: 561-478-M 831 S K" Highway Fort Pierce, Florida P: 772-878-75777 F: 772-878-7510 CAC1817665 MICHAEL C. ANDERSON, ARCHITECT OF RECORD FL. LIC. AR0017305 1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953 (772)418-2118 PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2020 FLORIDA BUILDING CODE —RESIDENTIAL (7TH EDITION) MICHAEL C. ANDERSON lichae Digitally signed by Michael Anderson nders late: 2021.10.27 In 14:35:46 -04'00' FL. LIC. AR0017305 PLAN REVIEW REVISIONS MASTER PLAN REVISION 10-16-20 U-) LO a� cli ;=4 Uji Ci -n �0� W — M X U) < z <LLC\ja C\J Lij > — C) -j CC 0 ca 0 00 61 1:3 z I ca < U- ca\') (0 0 CE: W 1--: . < 0 CE: C\l 0 z 0 M4W W CC (/) W U) z L0 C\l 0 rl_ r (y) (L W r1% r% A-% 1 r- r% -Tm SHEET * NOTE: ALL TRUSS TO WALL AND/OR TRUSS TO 38' Typical Cornerset Specifications LEDGER CONNECTIONS BY BUILDER. o (UNLESS NOTED OTHERWISE) 15' 23' LM * NOTE: ALL CEILING DROPS BELOW BEAM ARE �' a s . > L L L L L L L L h Attach KingJack w/(3) Attach End Jacks �� Attach Corner Jacks w/(2) 0.131 O ToeNails @ BY BUILDER. (UNLESS NOTED OTHERWISE) cn a� 0 w 0 0 o � � o ° � � � o L �, ° o �� �� ' y E � 0 0 w/ (4) 0.131 O ToeNails @ TC TC & BC .131 0 ToeNails @ TC & BC ° c & (3) 0.131"0 ToeNails @ BC (tYp) * NOTE: THIS TRUSS PLACEMENT DIAGRAM IS TO SHOW o z w [ TRUSS I.D. AND TRUSS LOCATION ONLY. THE BUILDING cc;_' ~ DESIGNER IS RESPONSIBLE FOR THE STRUCTURAL � s E " ` o ° a) ID ° ' J1 P J1 P Q STABILITY OF THE ENTIRE STRUCTURE. REFER TO THE �> C- �° L ° Q o o �, INDIVIDUAL TRUSS ENGINEERING DRAWINGS FOR o ° L 0 GRAVITYAND UPLIFT LOADS. .o �' Q 2 o E0 ti � 5° N cop w J3P J3P <°' c-z FOR BRACING & ERECTION DETAILS REFER TO BCSI-03 o c o -5 w AND/OR ENGINEER OF RECORD. FL ° �8- ° ° c�, E-o 0 6E�2� O DO �� 0� � U y c c .1414" �. E o a� � � m — c �� � � � REPRESENTS THE LEFT SIDE H •f6 m o 0-0 -°° .o ID OF EACH TRUSS DRAWING ..`.±f •o ID -0 :2 _2 � 5 n Al Typ. Corner Jack Placement— 1' 10-15/16" 2'0" 2'0" 1'1-1/16" M° co 0- a> aU W M N ( NOTE: REFER TO SIMPSON CONNECTOR m o� 0 c M o Z 2 E : T A10 AL FOR INSTALLATION DE ow O7 L ° .� C 4: — N _ - 1 ' 0 0 o ai m m0 ------------- --- A LUS24 H HHUS46 (� ---a A09 Q -O U z .2 I;;" N o o `° ° co U="�,,762 B LUS26 J THA422 R - - - 12 ��WE ° > w C HUS26 K MUS26 S --- A08 o' m , 6 cS U 0 °aw m �gL_._ N HUS28 L THJA26 T _ _ _ �, o o � Q o' ° 2 A07 = E HHUS26-2 M --- U --- � O o m r" ° o _ �� 5 • C,o F HHUS28-2 N --- V��� --- boa oE G LUS46 P _ _ _ X _ _ _ J A06 \ o ° CO O I IV ° 2 2 o 8' FLAT CLG HBB HANGER BY BUILDER BBB BEAM BY BUILDER L � ✓n o ; o i 8" RECESS"." A06cL — E .� ° w ' Q ,5'0-3/8" Z LSTA12 @ TC & BC *NOTE: LSTA STRAP a� - o -0 � Q.s U.6) N INDICATED TO BE USED IN 00 °° � T 0 s o ° w a o c ' 11-411 A06m Zt LSTA12 @TC CONCORDANCE W ITH a °C°i=�.� o -0 ' Zb LSTA12 @ BC U CORNERSET DETAIL. L za) a) ° _�, o -0 N a)co 00 O � o v °' �' LOADING ROOF FLOOR WIND LOAD A05 ° ��.5 0 °� �� °� - ----- ----- ---- ----- - -- ----- ------ - Q LIVE LOAD 20 ASCE 7-16 0 2 o ° o a) (ni ,, N - co m c 0 3 m ow=sw0).22�0� 00 A04 ~ = U DEAD LOAD 10 160 B > �' o w O a •�v0i:�� a� N 12 p LIVE LOAD 0 Residential - CAT 11 �� _ m co 5 O > Q `n 2 A04 6 F �� ' o� 0� N� U� ~ = L 0 DEAD LOAD 7 Closed r_ � o � � o o' E � � .� Z TOTAL LOAD 37 FBC 7th Ed. 2020 Res. o ca o _ o A04 c om�= o`0 1' °� A04 __ z DURATION FACTOR 1.25 TPI 2014 cn in o � ai ° � . m c a LL _ E cu ° � o 'n a_ REV DATE BY REMARKS � ' 0 o A04 �°`� 00` w U FBC7THED.2020 O 1 04/07/2021 AA RES. CODE UPDATE ° U �° ��' N o L J o U o _ A04 C: ��2�.� N , - --/--/---- - 0w cn 0a `� U cE A04 - w0U) � Eo. - BRG@ �F V _ 04 U 0 Q 0 - --/--/---- - o- �° -0 o 0).E A04 - O BRG @ 12'-11" L Q: ai L ) U) a) - 3/12'V,AULTED CLG 3/12 VAi�LTED CLG _ _ _ L .0 o c LO A04 o :N _ --/--/--- - _ •� o n m E Q a3 0a o It is understood that above ❑ APPROVED T vi m o A04 conditions have been reviewed & o --- — — are acceptable for the fabrication ❑ APPROVED AS NOTED 0 °, o, N at trusses elevations pitches °' _ ° � � � _ ° E 3/12 VAULTED CLG A03 • Digitally overhangs, fascias,ceiling ❑ REVISE AND RESUBMIT elevations/pitches bearingL Ui .- I 0 o, _ •� ° - E E cnw m� 0 Qo t °' = E oconditions 8' FLAT CLG Micha &all detail pertaining ❑ REJECTED ~ I Q � ° 0-6-6 2 ° � 2 2.� o to this truss No �� �0d C — 6 F, a q • gned by placement plan back charges will be accepted DATE s � without previous written approval Q ° � � AFI "ON FLQbR from an A-1 Roof Trusses E , c o 0 ° A03 o ° 0 -- -----------� - L------_------------ representative. REVIEWED BY _ ° � _ 2 M _ ° , .°' 0 0 N Michael � �� o �o 9 C� """ 8" RECESSARCH:-- PLAN DATE -- ---- STRUCT: ° ° o A02 U •` w O O c n Anderson CUSTOMER RENAR OM O 2 N> O N 6— `) A02 cn 2 L a-5 �n � O rn 'O w - E U O C N C O C 0 _ O JOB NAME CAYMAN 1763 / ELEV. B3 /GAR. L N I I FRAMED BOX OUT BY BUILDER Date: Vl M.0 2-- : Q c6 o m 0 -2 A02 A d O .. - >° `� E m _ 00 1 0-9/16 n i n 1 0-9/16 n er OPTION(S) LANAI 15X10 C'04 B05 2 021• 1027 -O i = L O N E O C: m a) 0 Q 0 °�,�°._� C FRAMED BOX OUT BY BUILDER 8' FLAT CLG ; ATTIC ACCESS U U : F N N :::=i N • c L L w o 0 m o m o o c 0 C04 B05 -° U � C N °� 'i M ° "0 -11 CLG 1 �I 14:35:59 COMMUNITY MORNINGSIDE � _ 2 72 o CO3 B04 son1 /LOT# .1,5„12 Ui ° ° i5 c ° cn .2 U.2 2 C Z. -� 2 0 cn Q2 CITY 1'10-7/16" _ 1'10-7/16" °' 1 04 O 0 0 ° _ '`2 ° ° Q �, ° o U CO2 B03 O C 2, C O `� � - COUNTY ST. LUCIE 00 N N O c � � 0 "0 m U in CO2 - "' B02 BLDG. BLDG. 0 a� 0 ID o ` o a o TYPE _ # _ E o- ��m �� °� N ~ N � a - w o 2 3 C coo � U) ' -0 O m � � m m CO2 0o B02 JOB # MASTER CRMSCMB3L15X10 L .� -0. o ° o a .� m � N N m o~ a a��� �w 0 ° ° DRAWN SCALE C01 B02 H L f6 O W N i T C cn N U O DATE 4/7/21 ~ $ � � E > a, �, N N AA NTS ° m c 0 �n o 0 0, Z>�_��°-Q'�° BO°>°L�°E°� Q ° N n 0�.� • � ° ° ' 0 E " c 0 0-0 0._' �o� 4451 St Lucie Blvd �`1• L L L L L L L L L L L �� N N N N N N Fort Pierce, FL 34946 O N 0_ o m U) Z a o � w a) =_ httP://www.al truss.com .� � o � L 19'4" 6'4" 12'4" Tel: 772-409-1010 -0 ��LL�=�`o a) s - N O O 0 O O "° O "° -° O FRAMED BOX OUT BY BUILDER Fax: 772-409-1015 O _ 0 > > a U U �' C O ° 0 'O 0 o i O U H 0wW 0_U�.E � cn