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HomeMy WebLinkAboutPlansPRODUCT APPROVAL SUBMITTAL AFFIDAVIT BUILDING PERMIT: BUILDING ADDRESS: LOT 44, PHASE IIA, MORNINGSIDE COMMUNITY, FORT PIERCE, FLORIDA CONTRACTOR: GLENN DAVIS OPENING SCHEDULE SWING DOORS, OVERHEAD DOORS, SLIDING DOORS, FIXED GLASS, WINDOWS, & SKYLIGHTS: OPENING ID PRODUCT MODEL # MANUFACTURER GLASS ATTACHMENT METHOD PRODUCT APPROVAL DESIGN PRESSURE 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" FL15225.5 +40.0 - 40.0 PSF W/ SDLT. SMOOTH STAR TAPCONS SPACED 3" FROM CORNERS, 3" & 6" FROM MULLION. STEEL TRACK BRACKET TO WOOD: 5/15' X 1-5/8" LAG SCREW (FULLY THREADED) HEX 16070 OVHD OVERHEAD DOOR MODEL 9100 WAYNE DALTON «» WASHER HEAD ONE PER BRACKET -(5) BRACKETS TOTAL PER VERTICAL STEEL TRACK FL9174.6 +39.2 -43.7 PSF ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) 8068 S.G.D. SLIDING GLASS DOOR 420 MI WINDOWS AND DOORS 3/16" TEMPERED HEAD: SPACED 6" FROM CORNERS, 17'O.C. MAX. JAMBS: SPACED 6" FROM CORNERS,17" O.C. MAX. SILL: SPACED 6 FROM CORNERS,17 O.C. MAX. FL15332.6 +/- 40.0 PSF (MIN) ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) O WINDOW SH 185 MI WINDOWS AND DOORS 1/8" ANNEALED ANCHORS 3" FROM CORNERS, HEAD: 4ANCHORS, JAMBS: 6 ANCHORS FL17499.2 +/- 60.0 PSF (MIN) ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) O WINDOW SH 185 MI WINDOWS AND DOORS 1/8" ANNEALED ANCHORS 3" FROM CORNERS, HEAD: 3 ANCHORS, JAMBS: 6 ANCHORS FL17499.2 +/- 60.0 PSF (MIN) ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) 0 WINDOW SH 185 MI WINDOWS AND DOORS 1/8" ANNEALED ANCHORS 3" FROM CORNERS, HEAD: 3 ANCHORS, JAMBS: 6 ANCHORS FL17499.2 +/- 60.0 PSF (MIN) PROVIDE LADDER REINFORCING & WALL TIES AT ALTERNATE LAYERS, PROVIDE (2)1/4" DIA. O GLASS BLOCK 89TX8"X4" MULIA, INC. TAPCONS AT EACH WALL TIE WITH 1-1/4" MIN. EMBEDMENT NOA 18-0129.17 +/- 90.0 PSF (MIN) ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) 0 WINDOW SH 185 MI WINDOWS AND DOORS 1/8" ANNEALED ANCHORS 3" FROM CORNERS, HEAD: 3 ANCHORS, JAMBS: 4 ANCHORS FL17499.2 +/- 60.0 PSF (MIN) ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) 0 WINDOW - SH 185 MI WINDOWS AND DOORS 1/8" ANNEALED ANCHORS 3" FROM CORNERS, HEAD: 4 ANCHORS, JAMBS: 6 ANCHORS FL17499.2 +/- 60.0 PSF (MIN) 0# ASPHALT 30# FELT, APPLIED SINGLE FASHION, PARALLEL TO AND STARTING FROM THE EAVE AND LAPPED UNDERLAYMENT ATURATED TAMCO BUILDING 2", FASTENED WITH I" ROUND PLASTIC CAP, METAL CAP NAILS OR NAILS AND TIN TABS FL12328.7 RGANINC FELT PRODUCTS, INC. «» ATTACHED TO SHEATHING WITH 2 STAGGERED ROWS IN THE FIELD OF THE SHEET WITH A MAXIMUM FASTENER SPACING OF 12 O.C., AND 1 ROW AT THE OVERLAPS FASTENED 6 O.C. GALV. ROOFING NAILS, I I OR 12 GA., WITH AT LEAST 3/8" DIA. HEADS, LONG ENOUGH TO ASPHALT SHINGLES CAMBRIDGE AR TAMKO BUILDING «» EDGE, APPROX.. IO &G 3" F FROM EACH END & 1 2" ABOVE EACH CUTOUT.PENETRATE THRUH PLYWOOD. USE 4 NAILS PER SHINGLE PLACED 6-1/8" ABOVE BUTT FL18355.1 PRODUCTS, INC. EXTERIOR SOFFIT ALUMINUM SOFFIT AMERICAN CONSTRUCTION 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) -- MATERIALS «» HURRICANE SHUTTERS "SAFETY EDGE" TOWN & COUNTRY ALL ANCHORS ARE 1/4" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) 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', FL12856.2 +/-54.0 PSF-.(MIN) STORM PANELS INDUSTRIES INC. «» 8.6" SPANS UP TO 9'-2", 47 PSF: 12.7" O.C. SPANS UP TO 5', 7" SPANS UP TO 9'-2", 54 PSF: 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 HAZARDS9 AIR FREEZING MEAN ANNUAL Speedd Topographic Weatheringe Frostlineb Termite` LOAD (mph) effectsk (NA) r CATEGORY depth TEMP REQUIRED' INDEX' TEMPI N/A See Fig. R301.2(4) N/A Negligible N/A Very N/A N/A N/A Heavy 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 -spec basis in accordance with Section R301.2.1.4. e. The outdooe design dry-bulb temperature shall be selected from the columns of 971/2-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 (a) the panel numbers and dates of all currently effective FIRM and FBFM, or otherflood 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. I have reviewed the above product approval information and approved it. Name: M ( tJdt&e_( lr Signature: Certification Number: 0n-; - Date: 712120 DRAWING INDEX CVR INDEX / PROJECT INFORMATION A-1.0 FOUNDATION PLAN A-2.0 FLOOR PLAN A-3.0 BUILDING ELEVATIONS A-4.0 ROOF / FRAMING PLAN A-5.0 ELECTRICAL PLAN A-6.0 WALL SECTIONS / NOTES A-6.1 WALL SECTIONS / NOTES A-6.2 WALL SECTIONS / NOTES A-7.0 INTERIOR ELEVATIONS A-8.0 HVAC PLAN - - - PROJECT & CODE DATA *PLANS DESIGNED TO COMPLY WITH THE 2017 FLORIDA BUILDING CODE (6TH EDITION) TYPE OF CONSTRUCTION: CBS X FRAME BUILDING DESIGN: ENCLOSED X OPEN ULTIMATE DESIGN WIND SPEED:140 MPH 160 MPH X 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 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 PARTIALLY ENCLOSED 170 MPH COMPONENTS AND CLADDING WIND PRESSURES PER 2017 FLORIDA BUILDING CODE USING INTERIOR ZONE COEFFICIENTS AREA OF OPENINGS (SO. FT.) DESIGN PRESSURE 0 to 19.9 27.7 PSF / -30.0 PSF 20 TO 49.9 26.4 PSF / -28.0 PSF 50 TO 99.9 24.7 PSF / -27.0 PSF 100 TO 499.9 23.5 PSF / -25.0 PSF 500 AND ABOVE 20.6 PSF / -22.0 PSF USING END ZONE COEFFICIENTS AREA OF OPENINGS (SO. FT.) DESIGN PRESSURE 0 to 19.9 27.7 PSF / -37.0 PSF 20 TO 49.9 26.4 PSF / -34.0 PSF 50 TO 99.9 24.7 PSF / -31.0 PSF 100 TO 499.9 23.5 PSF / -28.0 PSF 500 AND ABOVE 20.6 PSF / -22.0 PSF j �0 MICHAEL C. ANDERSON, ARCHITECT OF RECORD f FL. LIC. AR0017305 1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953 (772)418-2118 PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE -RESIDENTIAL (6TH EDITION) MICHAEL C. ANDERSON �a I / - U_ FL. LIC. AR0017305 =PLANIEW REVISIONS MASTER PLAN REVISION :��l3-15 to to rn N O O �- co W Co N U�rnti u, 0 JU)M CO_ W 00 Z 0 Q N OJ Oco CC) U. JmON �ZW njU Ui � Cq C� ZOQ�U � )U)Z ti = cM d W J W I - PROJECT NO. 17-015-028 DATE DRAWN 6-15-20 SEAMIST 2215 131 st FLOOR LIV. 1330 SQFT nd FLOOR LIV. 885 SQFT GARAGE 437 SQFT LANAI 167 SQFT ENTRY 27 SQFT TOTAL 2846 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 17720 CUBIC FEET SHEET CVR I 16'-8" r 0 I 0 r 0 I 0 6x6 - 10x10 WWF CONC. OR FIBER MESH CONC. SLAB r SLAB 00 BARS c-4I�il GRADE 2-# r BADS i 8" 1 L 20" L0j AA DETAIL \111 6x6 - 1Ox10 WWF 8" 1'-4" A DETAIL 1 6x6 - 1Ox10 WWF OR FIBER MESH o GRADE I OR FIBER MESH En w CONC.' 8" CONC. SLAB SLAB ARIES � > 00 V �— — 0 2-j 2- a GRADE �# BAIS BA S _i 12 (MIN) BELOW 2'-0" 8" 1'-4" C DETAIL p DETAIL 1 1 CONC. 1- #5 SLAB BAR r co 4"8"; G \ DETAIL CONC. SLAB -7 :- 2- #5 BAR 4"J 1'-4,4e" K DETAIL 1 1-#5 CONC. BAR SLAB -7 r .k8"j N w H \ DETAIL 1 w 2- #5 h . . 8" 16" j BARS g DETAIL 1 CONC. SLAB- w Q �7 5/8" � � r 3-#5 -� N GRADE BARS 0 j_ 8-18" 20" I DD DETAIL 1 5 1 /2" (_FRAME 7 5/8" (BLOC w CONC. Of SLAB 7 00 r M > I 2- #5 8" 1'-4" BARS J DETAIL - S.G.D. CONC. CONC. 8" VARIES 8" SLAB r iv SHOWER RECESS M SHOWER RECESS N AT WALL CONC. SLAB 0 ----- GRADE #� O BADS M DETAIL 1 PIPE SLEEVE (DIA. LARGER THAN PIPING TH RU FTG.)-,. L DET/ 1 3" MIN. FTGPER DEPTH 3" MIN 3" MIN. -c — DETAIL - FOOTING & REBAR TRANSITION PIPE THRU PF FTG. DETAIL DIAGONAL DISTANCE DIMENSION FROM INSIDE CORNER OF FORMBOARDS AC = 63'-10" BD = 55'-2" DIMENSIONS ARE ROUNDED TO THE CLOSEST INCH 2" V.T.R 2„ M.VENT 1 2" V.T.R.,j� I I I I I I I 2" I 6x6 - 10x10 WWF OR FIBER MESH CONC. 7V-0" SLAB ----I BARS 20" F DETAIL 1 PE S GRADE cn CONC. SLAB L8" DETAIL 1 CONC. SLAB r 4" L�8-j UK Jtr II(: IAIVK FOUNDATION PLAN SCALE: 1/4"=-1'-0" 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 2017 FLORIDA BUILDING CODE -RESIDENTIAL (6TH EDITION) MICHAEL C. ANDERSON Al FL. LIC. AR0017305 P�NEVIEW REVISIONS MASTER PLAN REVISION 1-23-15 Lo Lo rn N o to W Co N U!=rnItz w J co M LL00 0 w Z N 0 J O LL Jm0°)°N Z LL. N U SwF c°qQ z0Q04U V) � Z ti 2 cM d W J W F— PROJECT NO. 17-015-028 DATE DRAWN 6-15-20 SEAMIST 2215 B1 st FLOOR LIV. 1330 SQFT nd FLOOR LIV. 885 SQFT GARAGE 437 SQFT LANAI 167 SQFT ENTRY 27 SQFT TOTAL 2846 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 17720 CUBIC FEET SHEET A lmO �- LVL BEAM o LOFT oCL a_ 00 36"H. 2x4 0n CEILING KNEE WALL W/ z N DRYWALL CAP �m 0o COFFER CLG. = Q � Y 16'-8" M.BR. om 1'-4" C.B. COLS.- 1'-4 -, FAMILY °° TOP + 6'-8" A.F.F. FB K T. Jo E:i I- 1 ° ° ------------ ■ e x0 ■ P.C. HDR. ABV.- ■ t-L BOT. + 6'-8" A.F.F. LANAI FAMILY RM. BLDG. SECTION 8'-0" CLG. o CONC. SLAB I 1 , 21'-4" I I 4'-4" 8'-0"O ( O 8'-10' 4'-2" I HDR. HT. 1 HDR HT. HDR HT. O . .. ... . . . . . _ d- i 00 .I 11'-7 1/4- (1 4)T 0 10" EA. STAIR SECTION SEE SEC11ON/DETAIL SHEET A6.1 FOR ADD'L. INFORMATION 12'-7 1 /2" (3)2x4 STUD 6'-3 1/2- COLUMN AT +6-8CORNER -\ HDR. HT.OF 2U (4)2x4 o EGRESS I BRG. 0 1-8'-0" CLG. N of COLUMN 4 N - - - - �n o, 4068 UNDER 8'-8" CLG Ln 5 BM. END- I N „ HB SH BRG. WA - FRAMEWITH IBKFI:.] o I I 2X4'S AT 6 O.C. FAM . VAULTED I TRF. 1, z b) VAULTED I 1 ■ BELOW I OPEN TO KNEE WA W FLAT TOP BAR 1 1 DRYWALL AP to 15'-2 3/8" � +8'-0" BRG. 12' 0 3/8" LVL BM= 9'-6" ` WALL W/ I io` I "' 2X4'S AT 16' " 1 I ABV. LOFT O.C. 2'- $0 2'-0" \ M = K i T. DW 2x4 KNEE WALL 0 M I 7'-11 1/4" CLG. VENT C Q °j __JI I N (SLOPED TOP) W/ 1 i' N VAULTED � N MICROWAVE I I I BALLUSTERS (4)2x4 BRG. I N TO (j 0 SINK W/ I I ^ ABOVE COLUMN I w IM.BR. 04 EXTERIOR DISP. o UNDER BM. �)2x4 UNDER COFFER"ABV' RDER END iv I I I I DIST. TO FACE OF FIRST RISER � - J 12'-4" I I o 04 2x4 KNEE ■ i i I I N 4 2x4 BRG. WALL (SLOPED = N O TOP) W/ o -� ( I COLUMN _ BALLUSTERS to BRG. WAL - FRAME WITH 1 11'-1 1/2" �* 5 SH. _ 5 SH. UNDER ABOVE 2X4'S AT 6" O.C. L ■ GIRDER END o NOTE: TOP OF = `° "ol WALL AT (15) R P - I 9O O - I WASTE STACK 1 8 7.52" EA. /8 8 ;' 2'-11 1 /8 cc-" 14'-8 7/8" 4 1 /2" 3' 11 " I � TO SECOND 1 D 0 N 7'-11 1 /8" ■ +42 A.F.F. x FIR. BATHRM. A 1 A BO DINING - - N - - DRYER HAD Ai - R/S \ (2)R/S VENT ABV. lin N +6 -8 N -- --- - - ------ CLG. q/C 0 _ _ R/S „ HDR. HT. 18" SQ. COLUMN �;� © D0 yEN SHOWER PLATFORM 4 1'-4 1/2" I 10 ABV. PLANT O O N 0 SHELF TO CLG. 0 5 D. VERIFY i 6'-11 -I 3 -1 1/2*C ■ PLANT SHELF �� I 3/8" 1/2 9'-8" i� HDR$ n 70 10'-3 1/2" TOP +8'-4" IIJ11 ao I � HT. � -0 (4)2x4 I 4 SELF W. to I ■ 0� GREAT RM. COLUMN M co MT - N L Z = A/C I BR.4 I R/S 3 jr- IIZ �_6" C) c i CHASE �_ 7'-11 1 /4" CLG. VAULTED � � „ LT LL_ _J� � 800 I CORNER � N 8 -p ROUGH -IN .1 M ]IVSHELVES- O � o CLG. c*4 i VERIFY 31, I I " MIN. - N 5 I ■ O CHASE " 0 5 " L LIVING 10'-5 7/8" 9'-10" ■ LINE OF 7' - 2'-6 1 /2" CLG. HT. = 5 O ACCESS ATTIC = ao ACCESS +8'-0" BRG. AIR iI SH. 6'-10" WALL W/ GARAGE COND. 2X4'S AT 16' 1 R S � - O O.C. 8'-0" CLG. 0004 / R/S I co 10 M x , ■ ■ ■ ■ ■ ■ ■ NOTE: PROVIDE 5/8" �N --- C „ FIRECODE GYP. BD. I ■ N" Op I 4 -8 2 -0 ON GARAGE CEILING 6'-7 /2 P.C. HDR. BOT . e� 7 OM " +6'-8„ AT +6'-8"- HDR. HT. ■ ao 12" W. FLAT � JBR.3 ARCH SOFFIT FRAME ■ of 7'-11 1 /4" CLG. 12" SQ. BILK. ■ OUT FOR HB N = COLUMNS W/2#5 MANABLOC VERT. & FILLED ON WALL 00 W/ CONCRETE _ (3)2x4 STUD [B, R. 2 TOP +8 -0 o COLUMN AT 7'-11 1/40 CLG. COLUMN STUD 9'-0" 8'-0" I COERNER OLU A 11 `n CORNER Im ■ ■ ■ ■ ■ EGRESS EGRESS 2x4 2'-6" 16'-0" 2'-6" 2x4 BLKG. 17'-0" 21'-0" 024" O.C. t-7'-3" +7'-3" 38'-0" EDGE OF 2x4 4'-11 1/2" HDR. HT11�-p* HDR. HT. 4,-11 1/2" CONC. BLK. FIRST FLOOR PLAN NOTE: ALL INTERIOR FRAME WALLS ARE 2X4'S AT 24" O.C. UNLESS NOTED OTHERWISE BELOW 20'-11" SCALE: 1/4" = 1'-0" NOTE: ALL INTERIOR FRAME BEARING WALLS ARE 2X4'S AT 16" O.C. UNLESS NOTED OTHERWISE TYP. STUD CORNER D TL. SECOND FLOOR PLAN SCALE' 3/e - 1'-0" SCALE: 1 /4" = 1'-0" U- J w H Z Q .J d U- O IL 0 18" SQ. COLUMN ABV. PLANT RHFI F Tn C.1 r ARCH OPNG. ADJ. TO PWDR. BATH (3)2x4 STUD COLUMN AT CORNER M I N O +6'-8' HDR. HT. EGRESS C C t L D NOTE: TOP OF SECOND FLOOR WALL TOP PLATE TO BE +17-4" ABOVE TOP OF SLAB AND +9'-4" ABOVE TOP OF CONC. BLOCK WALL TO ALIGN ROOF PLANE OF KITCHEN/DINING SIDE WALL WITH SECOND FLOOR ROOF DOOR SCHEDULE J 0 SIZE FRAME AREA U FACTOR SHGC Q REMARKS 1 3068 W/ 12" SIDELIGHT 64'X7' 3.1 S.F. .19 05 1 E MUNTINS IN SDLT. XT. DOOR 2 6068 S.G.D. 72X80" 40.0 S.F. .69 .21 1 EXT. DOOR 3 2868 SOLID CORE 1 GARAGE DOOR 4 2868 3 INT. DOOR 5 2468 3 INT. DOOR 6 2068 1 INT. DOOR 7 2668 3 INT. DOOR 8 2068 BIFOLD 1 INT. DOOR 9 2468 2 INT. DOOR 10 4068 BIBASS 3 INT. DOOR 11 16070 OVHD. DOOR ✓- 1 GARAGE DOOR WINDOW SCHEDULE 0 SIZE FRAME AREA U FACTOR SHGC Q REMARKS A 35 SH 52.125"X71 "X52.12"RX64.017" (ELLIPSE TOP) LEG 24.9 S.F. .55 •22 1 MUNTINS 8 35 SH 52.125 62" 22.4 S.F. •54 .25 2 C 25 SH 36"X62" 15.5 S.F. 54 .25 2 D 4'W. X 3'-4"H. 48'X40" GLASS BLOCK 13.3 S.F. DEFAULT DEFAULT 1 E 3050 SH (EGRESS) 35.375"X71 "X25.9"RX64.017" (ELLIPSE TOP) {FRAME WALL) LEG 16.9 S.F. .55 •22 2 MUNTINS F 3050 SH (EGRESS) 35.375"X59.625" (FRAME WALL) 14.6 S.F. .54 .25 2 1. WINDOWS, DOORS, AVD GARAGE DOORS SHALL COMPLY WITH STANDARD BUI! DING CODE WINDLOAD AND EMERGENCY EGRESS REQUIREMENTS_ NOTES: 1. WOOD STUD SPACING: (UNLESS OTHERWISE NOTED ON PLANS) -EXTERIOR FRAME WALLS AT 16" O.C. -INTERIOR FRAME BRG. WALLS AT 16" O.C. -INTERIOR FRAME NON-BRG. WALLS AT 24" O.C. -KITCHEN CABINET WALLS AT 16" O.C. 2. FRAME WALLS ARE DRAWN 3 1/2" WIDE UNLESS OTHERWISE NOTED 3. CONC. BLOCK WALLS ARE DRAWN 7 5/8" WIDE UNLESS OTHERWISE NOTED 4. TOOL CONC. BLOCK JOINTS INSIDE GARAGE WALLS (BRUSH & CLEAN) 5. DOOR & WINDOW ROUGH OPENINGS SHALL BE PROVIDED BY BUILDER 6. TOP OF TYP. BLOCK WALL +8'-0" UNLESS OTHERWISE NOTED 7. HEIGHTS ARE MEASURED ABOVE TOP OF FOYER SLAB 8. SEE STRUCTURAL NOTES FOR ADDITIONAL INFORMATION WALL LEGEND INDICATES INT. BRG. HT. PER PLAN INDICATES PLANT SHELF HT. PER PLAN E==INDICATES TOP OF BLOCK ® 8'-0" AFF INDICATES SECOND FLOOR EXT. FRAME WALLS W/ 2X4'S AT 16" O.C. nu I G: ALL btUUNU r LUUK EXTERIOR WALLS ARE 2X4'S AT 16" O.C. UNLESS NOTED OTHERWISE NOTE: ALL SECOND FLOOR INTERIOR WALLS ARE 2X4'S AT 24" O.C. UNLESS NOTED OTHERWISE MICHAEL C. ANDERSON, ARCHITECT OF RECORD FL UC. AR0017305 1020 SW PROVINCETOWN LANE, PORT SL LUCIE. FL 34953 (772)418-2118 PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE -RESIDENTIAL (6TH EDITION) MICHAEL C. ANDERSON q� �v FL_, LIC. AR0017305 PLAN REVIEW REVISIONS MASTER PLAN REVISION 1-23-15 Lo T_ rn o 0 W to ~cam m J X Q co N U. ui O m Z co U. CV mW�`p c ZC'4 - �Lo0)Z _ M a W J W I - PROJECT NO. 17-015-028 DATE DRAWN 6-15-20 SHEET A 2mO w TOP OF SECOND FINISH FLOOR +9'-4 3/4" A.F.F. TOP OF BLOCK +8'-Off A.F.F. 1x6 P.T. BUCK SET IN DOOR THRESHOLD SET CONC. OR MASONRY SEALANT AND SECURED W/ IN BED OF CAULK & CASE HARD NAILS 0 12" O.C. (MAX) FASTENED TO SILL W/ 3/16" DIA. TAPCONS 0 18" O/C PERIMETER CAULKING FLOOR COVERING DRYWALL BOARD °o Q o Q 0 • -�� o ,ry DOOR 1RIM CEMEN7171OUS FINISH o o p '•o 0 0° PERIMETER CAULKING 00° ° �' 00° o DOOR FRAME FASTENED THROUGH BUCK DOOR TRIM o W/ 3-1 4" x 1/4" (MIN) TAPCONS, WI7H (1 f TAPCON ® PERIMETER CAULKING 6" MIN FROM EA. CORNER, AND CONCRETE SLAB 4 EQ. SPACED TAPCONS ON EA. VERTICAL LEG W/ MIN. EMBED OF 1 5/8" HEAD/JAMB DETAIL EXT DOOR 12 6 F RIGHT SIDE ELEVATION 1 /8" = 1'-0" CEMENTITOUS COATING ON MTL LATH CONCEALED FLASHING 6" W. SCORED TRIM - TOP OF BLOCK +8'-0" A.F.F. CEMENTITOUS COATIN ON BLOCK O RAISED TRIM (PROJ. 3/4") TOP OF SLAB _ 00 +0'-0" A.F.F. ----- - (REF. ELEV.) FRONT ELEVATION 1 /4" = 1'-O" SILL DETAIL EXT DOOR STUCCO FINISH PERIMETER CAULKING CONC. OR MASONRY 1x4 OR 1x6 P.T. BUCK SET IN SEALANT AND NAILED W/1-1/2" CASE HARDENED COIL NAILS AT 24" 0/G MAX. \'- DRYWALL BOARD CAULKING jrDOOR FRAME FASTEN THRU BUCK W/ W/ 3-1/4" x 1/4" (MIN) TAPCONS AT 24" 0/C. MAX IN PREDRILLED HOLES BY MANUFACTURER JAMB/HEAD DETAIL (SGD) 12 O 16 TOP OF PLATE EJ - --- - - +17'-4" A.F.F. - - - - � - ----- -- w I 7 F 0 �_ TOP OF SECOND N z N FINISH FLOOR +9'-4 3/4" A.F.F.'?' TOP OF BLK. A.F.F. *_// �_ ■ F7 00 c0 3: p 1-1 TOP OF SLAB = -- - - - - +0,_0" A.F.F. - - - - - - - — - - REAR ELEVATION RIDGE HEIGHT +23'-l" A.F.F. 12 16 O O 4" W. RAI ED TRIM AROL ND 4" W. SCORED TRII DOOR ATTACHMENT PER MFRS. RECOMMENDATIONS PRE-ENGINEERED ROOF TRUSS L 1 X2 NAILED TO TRUSS TAILS W/ (2)-8d NAILS CONCRETE "U" BLOCK "I TIE -BEAM TOP COURSE HORIZ. 2X2 NAILED TO VERT. 1 X2'S W/ 12d X 3-1/4" NAIL ATTACHMENT PER MFRS. SEE PL N RECOMMENDATIONS STAPLES ® 8" O.C. PER MFRS. RECOMMENDATIONS SOFFIT DETAIL CONTINUOUS VENTED SOFFIT N.T.S. Elm DOOR FRAME FASTEN TO SILL W/ 16 x 1" SCREWS 0 2'--O" 0/C f-- FLOOR COVERING 'd GROUT BED CONCRETE SLAB SILL DETAIL (SGD) CEMENTITOUS COATING ON MTL LATH O O /�� 16" OVERHANG TYPICAL UNLESS OTHERWISE NOTED TOP OF PLATE +17'-4" A.F.F.TE o13f� O= \ oOz p J .- z=w VZu Lu4-o P.T. (2) 2X4 BUCK - CONNECT TO TOP OF SECOND BLOCK W/ 3W x 3" FINISH FLOOR TAPCONS (1 1/4" `- 3/4" A.F.F. MIN. EMBEDMENT INTO BLOCK) TOP OF BLOCK - +8'-Off A.F.F - 8" W. SCORED TRIM 8"x8" RAISED BLOCK (PROJ. 3/4") TYP. (4) PLACES CEMENTITOUS COATING _ ON BLOCK 0 1'-2 7/8" rn 1'-2 7/8" N Ix3 OR 1x4 P.T. BUCK SET IN SEALANT AND NAILED W/1-1/2" CASE HARDENED COIL NAILS AT 12" 0/C. MAX. CONC. OR MASONRY ?75 .LL BOARD INGUM FRAME THRU BUCK W/ 3 1/4" TAPCON S ® 24" 0/C N PREDRILLED BY MANUFACTURER TER CAULKING CEMEITTTOUS FINISH HEAD DETAIL WIND❑W ALUMINUM FRAME FASTEN THRU BUCK W/ 3/16 z3 1/4" TAPCON SCREWS 0 24" 0/C MAX. IN PREDRILLED ALUMINUM FRAME HOLES BY MANUFACTURER SECURE FRAME TO SILL PERIMETER CAULKING WITH SILICONE CEMEN7I7IOUS FINISH CAULKING CONC OR MASONRY 1x3 OR 1x4 P.T. BUCK SET IN L SEALANT AND NAILED : �0 0 °00 . Q° a W/1-1/2" CASE HARDENED o ': 0a. COIL NAILS AT 12" 0/C MAX. PRECAST OR POURED SILL PERIMETER CAULKING DRYWALL BOARD CAULKING JAMB DETAIL SILL DETAIL WIND❑W WIND❑W CEMENTITOUS COATING ON MTL LATH O TOP OF BLOCK gk oil- A.F.F. - - - — - - - - — - - - — - — - --- CEMENTITOUS COATING ON BLOCK o0 3:I '(03 p TOP OF SLAB - - ' - - - - — - - -— _ +0'-0" A.F.F. LEFT SIDE ELEVATION 1 /8" = 1'-0" NOTE: TOP OF 2ND FLOOR WALL TOP PLATE TO BE _ +17'-4" ABOVE TOP OF SLAB AMD +9'-4" ABOVE TOP OF CONC. BLOCK WALL TO ALIGN ROOF PLANE OF KITCHEN/DINING SIDE WALL WITH 2ND FLOOR ROOF. - 2x4 VERT. AT EA. FACE OF ARCH W/ (3) 10d NAILS AT PRECAST LINTEL AT TOP EA. END TOE NAILED W/(2) BLOCK COURSE 10d AT BUCK 2x4 SOLID BLOCKING (FULL WIDTH OF WALL) BTWN. A -A TOP OF BLOCK WALL PLYWD. ARCH FACES W/ (3) 10d NAILS THRU O.S.B. INTO Ll EA. 2x4 P.T. (2) 2X4 BUCK - CONNECT TO BLOCK W/ his" x 20 VERT. BRACES 3" TAPCONS (1 1/4" MIN. EMBEDMENT INTO BLOCK) 15/32" CDX PLYWOOD PANEL (BOTH SIDES) NAILED TO BUCK W/ 8d NAILS AT 4" O.C. PROVIDE �(6" x 3" TAPCON (1 2x4 SOLID BLOCKING (FULL 1/4" MIN. EMBEDMENT INTO ARCH WIDTH OF WALL) BTWN. PLYWD. BLOCK) AT EA. SIDE BUCK-(1) OPNG. ARCH FACES W/ (3) 10d NAILS WITHIN 4" MIN. TAPCON OF THRU PLYWOOD INTO EA. 2x4 START OF ARCH BUILT-UP PLYWOOD OR MASONITE BUCK - SCRIBE BACKSIDE TO FIT ARCH. CONNECT W/ 8d NAILS 1" x 3" BUCK CONTINUOUS CON ARCH IN SECTION A- A MASONRY 0 N G. vr- 1'-0" 1'-0" I 00 a- I N 0 0 1'-0" 0 i in 12 16 EJ ENTRY BEYOND 15/32" CDX PLYWOOD PANEL (BOTH SIDES) NAILED TO BUCK W/ 8d NAILS AT 4" O.C. PRECAST LINTEL AT TOP BLOCK COURSE BUILT-UP PLYWOOD OR MASONITE BUCK - SCRIBE BACKSIDE TO FIT ARCH. CONNECT W/ 8d NAILS LINE OF RECTANGULAR ROUGH OPENING " MICHAEL C. ANDERSON, ARCHITECT OF RECORD FL. LIC. AR0017305 1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953 (772)418-2118 " $ 611 t it a THE 2017 FLORIDA BUILDING CODE -RESIDENTIAL (6TH EDITION) TOP OF 2ND FLR. TOP PLATE _ +17'-4" A.F.F. GARAGE BEYOND MICHAEL C. ANDERSON FL. LIC. AR0017305 MASTER PLAN REVISION 1-23-15 ti ti Lo w �cy) W � o QW W �� \ti 00 l�l V C [� 6 4 0 LO C)rn to �mti _j� � w �0 �o J U) M x w Z �OQwCo N 0 O N _ QJ 000 mW� c°OC7 a0Qti� Lu w U) Z `O O ti = ch IZ w J w H PROJECT NO. 17-015-028 DATE DRAWN 6-15-20 SEAMIST 2215 B1 st FLOOR LIV. 1330 SQFT nd FLOOR LIV. 885 SQFT GARAGE 437 SQFT LANAI 167 SQFT ENTRY 27 SQFT TOTAL 2846 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 17720 CUBIC FEET SHEET A 3mO 2x4 BLKG. AT 48" O.C. AT TRUSS BOT. CHORD t 2x4 BOTT. CHORD BLKG. SEE NOTE #2 HOLD FACE OF TRUSS 1/2" BACK FROM FACE OF BLOCK WALL (TYPICAL) NOTE: PROVIDE TRUSS STRONGBACKS PER TRUSS MANUFACTURER'S SPECIFICATIONS NOTE: OFFSET GABLE END TRUSSES Y" FROM FACE OF BLOCK NOTE: PROVIDE SIMPSON "HETA20" AT 24" MAX. AT GABLE END TRUSS TO BLOCK CONNECTION 16' OH VAULTED CLG. SECTI N AT VAULT" ON SHT. A6.0 - (2) 1 3/4"X16" H. LVL BEAM 4) 2X4 16" OH III III III III III III lu ul lu iu u1 ul nl nl nI nI ul I III --- III g_3 III B-7 2x4 LRACING oL i F_ SEE "GABLE END z SECTION AT VAULT" O 0 ON SHT. A6.0 o 1 /2" DIA. A.B. AT 32" O.C. IN LINTEL N Q SEE SECTION X-X FOR THIS AREA o N o > < (n f2 a Ezo _ROOF FRAMING /SECOND FLOOR FRAMING PLAN SCALE:1 /4" = 1'-0" PRECAST HEADER SCHEDULE B-X LINTEL CAST CRETE ALLOWABLE ALLOWABLE MEMBER LENGTH TYPE LOAD UPLIFT B-1 64" 8F16-18 5365 PLF 2290 PLF B-2 54" 8F16-1 B 6113 PLF 2724 PLF B-3 80" 8RF14-1 B 3120 PLF 1651 PLF B-4 70" 8F16-1 B 4360 PLF 2093 PLF B-5 90" 8F16-1 B 2661 PLF 1634 PLF B-6 208" 8F16-1 B 950 PLF 404 PLF B-7 70" 8F8-1B 1451 PLF 909 PLF B-8 126" 8F16-1 B 1533 PLF 914 PLF B-9 184" 8F16-1 B 1250 PLF 485 PLF 1 13'-0" A4.0 PROVIDE "HETA20" AT EA. FLOOR TRUSS VERTICAL TO LINTEL -VERIFY SPACING PER TRUSS ENGINEERING SHEATHING TO CONNECT 2'-O" PER TRUSS 2'-0" FRAME WALL MANUFACTURERES B-2 RECOgME4NDATION 16" HIGH GABLE END FLC TRUSS -SEE "GABLE END TRUSS CONN. DTL." ON "' III 111 III 00 N 2 III N -- -- A4.0 U KoKabj O III III XQ N o✓ cp — of .., I - III Q `-' p Q I 00 U 00 I O III O� (nH O NH CV w QN X Jp (0 �z ~ Q N ~ p O W m0 �� O� F- w I �0 a )o I =- O~ O J I 2_ H 2CL � Y E o J -1 (n 1L (n (n L'- I m IW- 0 L` Q 3 W W O W I.,- Too (n z_z = 7) oo PER USS a o o >- am o MAN FACTURERESN� a aww l RECO ENDATION c� X st \ — — — — — —I J N - UNDER GJZ IRDER FLR. TRUSS END2 N a 0 I — N 6 2X4 00 B-1 0 I 0 l 1 O I 2ND FLOOR PLUMBING Li (n I CV ~ 0 I w 0 = I HOLD END OF 2X LEDGER AT TOP & BOT. OF _ FLOOR TRUSS 1/2- TRUSS - NAIL W/ (2)10d NAILS TO o BACK FROM FACE TRUSS ENDS & STUDS IOF BLOCK WALL (TYPICAL) 0 � o I 0 N HOLD FACE OF /5'-0/2" FLOOR TRUSS 5'-0 1/2" 10'-11" 1/2" BACK FROM FACE OF BLOCK 16" HIGH GABLE END FLOOR WALL (TYPICAL) TRUSS -SEE GABLE END FLOOR TRUSS CONN. DTL. SHEET A6.1 PROVIDE "HETA20" AT EA. FLOOR TRUSS VERTICAL TO LINTEL -VERIFY SPACING PER TRUSS ENGINEERING (Nil O Z) F- X O w z wo � U Q J uj QJ wo 2 IL co w 0 > O eyll.f•�: 8F8-1B 81716-111 #5 REBAR AT TOP TYPE DESIGNATI❑N MIN. (1) REQ'D 4' 1-1/2, CLEAR F = FILLED WITH GROUT / U = UNFILLED ? � �QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY ¢ _ 4; : �;` C.M.U. a 8F16-1B/1T f a '�°� GROUT NOMINAL WIDTH :o #5 REBAR AT BOTTOM QUANTITY OF #5 '" OF LINTEL CAVITY N❑MINAL HEIGHT REBAR AT TOP 7-5/8'ACTUA 8' N❑MINAL WIDTH ROOF FRAMING PLAN SCALE: 1 /4" = 1'-0" AT \T T. FRAMING NOTES: 1. DESIGN LOADS: WIND: 160 M.P.H. AT 3 SECOND BURST ROOF: 37 PSF (20 L.L./17 D.L.) 2. #2 OR BETTER 2x4 BLOCKING AT 4'-0" Q.C. WITH 2 EA. 16d TOE NAILED EACH SIDE (DIAPHRAM AREA) 3• AT BLOCK/STRUCTURAL FRAME WALL CONNECTION, PROVIDE 1/2" DIA. COUNTERSUNK ANCHOR BOLTS W/ 2-1/4" MIN. EMBED. 0 24" O.C. VERT 0 (2)2x4 P.T. VERT. 4. SEE FRAMING PLAN FOR PRECAST LINTELS TYPICAL 5. PERMANENT OR TEMPORARY BRACING OF TRUSSES PER HIB91. ANY ADDITIONAL TRUSS BRACING REQUIRED WILL 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 CONNECTORS TO BE SUPPLIED BY TRUSS MANUFACTURER. 8. SEE STRUCTURAL NOTES FOR ADDITIONAL INFORMATION. 9. OVERHANG IS 1'-4" UNLESS NOTED OTHERWISE 3/4" T&G 2X8 FLOOR JOISTS PLYWOOD WITH SIMPSON SUBFLOOR LU S: 2X E 1 ---DETAIL A4.0 SCALE: 3/4"=1'-0" 3/4" T&G 2X8 FLOOR JOISTS PLYWOOD cion nno WITH SIMPS LUS28 AT E 2X BLOCKIN 2 DETAIL A4.0 SCALE: 3/4"=1'-0" 2ND FLOOR WALL CONSTRUCTION (TYPICAL) 16" DEEP FLOOR TRUSSES CONCRETE BLOCK WALL CONSTRUCTION (TYPICAL) 2ND FLOOR WALL CONSTRUCTION (TYPICAL) 16" DEEP FLOOR TRUSSES CONCRETE BLOCK WALL CONSTRUCTION (TYPICAL) WALL LEGEND INDICATES INT. BRG. HT. PER PLAN INDICATES PLANT SHELF HT. PER PLAN INDICATES TOP OF BLOCK ® 8'-0" AFF INDICATES SECOND FLOOR EXTERIOR FRAME WALLS W/ 2X4'S AT 16" O.C. 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 2017 FLORIDA BUILDING CODE -RESIDENTIAL (6TH EDITION) MICHAEL C. ANDERSON -77 7 y :e FL. LIC. AR0017305 PLAN REVIEW REVISIONS MASTER PLAN REVISION 1-23-15 to LO,V,^ r o) N O O T_ co ;mu4 W O N _j ~ w J M _ Z 0 QLLN wJceQ U. Jm000N L) m W il. o (9 a0Q�U n H w co z LO ti 2 c+� a W J Lu PROJECT NO. 17-015-028 DATE DRAWN 6-15-20 SEAMIST 2215 131 1st FLOOR LIV. 1330 SQFT nd FLOOR LIV. 885 SQFT GARAGE 437 SQFT LANAI 167 SQFT ENTRY 27 SQFT TOTAL 2846 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 17720 CUBIC FEET SHEET A 4mO ,_- -I, � I" � I , �'I ,",I, ,: 1,�,I II I 1�--, , 1I, l I I -II ,� I,, , : �" 'I`I I "I 11-,I ;, -, ''1',I �I,:�1I1,,,,"1"II I, 1-, - I' 3 #1 CU TifiNN OR , I ': I I-, ,1I,vI :' . _ .,.. :: . ;, ,",.� -4. - ;. . -. _ - .. 1 AN REVIE�I`1l REVISIONS E EN I 'II 1 AL. EQUIVALI=NT ,— " ,. � I-I - I 1 .. , : .I" I-,I,,I,, �'I ::::: „: 2" CONDUt ;:. T ; " I I :: I ,',� I 1I oI_' �f }� FACE MT TU z , , ::, : .: E L EC TI RC ALL OAD CALCU LATiON ... 150 I","I 1I ,,. _ �I - _� : FIxTUR `; , 30 K C ,: 0 , -::.--, 2I5S.E.AT3 VA 6.6 kvA 2 SMA LL P AP LICANCE CIRCUITS I50iI VA EACH . 3.0 kVA P N A EL ::: .:.. ,, : ;. - . ,: - :. , 1� i t J ., ;. - RECESSEA LAG HT :...: . . _. LAUNDRY CIRCUIT :; ,:. L5 kvA RANGE _', 15 d ,; _; METER -:,:. _'.:. : ,: ,. � MASTER PLAN REVISI ON . -' :. • I WA HEATER ©v� DISHW ASHER 3.0° k YA I .I....- , �-,: - ---' ,. ;,; : r;, .. - : ;: ;Wfi�:t. MTi# BRACKET 72 A F.F , , , : : - LI DISPOSAL i �+ kvA :': DRYER : ,I II - . : ':.. FLIP #i'I.' /l TURF II 5,ti *VA _,x. k � ,. --II , SUBTOTAL - :: �' - ;. ,_. , , .. :, - _..:: _ ... , ,. WAi.L IGFCt . FIRST iti WA AT ft#ilY :. REMAINDER AT 40% .. -: i0ZO kVA.,. . ;. - k AXHAtiST , " _. ., 2 RIGID O:H. _SER\A CIS-F.'.f�: .,, .. ---.... : - ,, , . AN ' TLITAL CiF LiTHER LIAR` it} , kvA Gf AC AT 40X : ` I b - .. VA :�; A - - -, - "_ ,,, � -- I .. . � , _`. - ; - _- • T TOTAL " , :. CU.,:.., , :.. - -' tkim , FAN W/ CiGi 1T R3 600 VA DIVIDED BY 240 V : .. P QE1L SUB PANEL:.. -,- <;: -NO. W,R', - ;. _ , O UE ER G( 4D..::;;"' �` ,. -. :. . : ;, ER EXT EifITS _,. - 30.0 A �, 1- '�1a3 A :' :�;- �:: ,: I - - : „ ,, - �:,, ., 150. AMP SERICE :. ', - :. . r, ::- ,' - , .- 1 , �;, : _ - , , . ... . I _.-� ,.-. : :..R�wI X, r A � 11 1.USE :, _->-,:.; , "Ill, , :: SCH E AT C EEE'C` RItA RR , : -,- .: --- ,: '- BACK: TQ BACK :EViCE } , I I I :: , - - I I wAL� MTD �TECTt�� 1. - :: -- - .. k - :.; , -r. rcE �ETECT� :. , , - :, ,- , _ ..- ,,v :- :-- :; : - -. CAERB t+itiK DF I�TEJCTC�2 _-. .. S.D. s:.:.:_;> 0 -. , .. : -�: : ,..: .:.- _. :: :: :; `859�'" I 11 , I .,,_, ,,, �....__,,.. — , , r-- . _ ..,... ,. , ;.,..., , : :- , ,,, I , ,:, .,,,_. .�., ,.. ,-:,.. �:.... -.. . .,_-- . ,: -, .: , .: " :.. .:; ..: ,:, .. ;- : � . � . : .. I :. ., .... . - �- CHI PUSH tlTT :,; _- ... .-11 ,: ..I �­�, � .,:.. :, I , , P', ,� ,"-- ' L ' - ' ' - ' � � '- I ': " 11 � ;.:- ­ , , , "', I r - I , ,�,:, , % '1� I , . , , I I I I I TEL EP ;;SACK � , , , , I � ' 'r I ,, .. _... . �� . .,. ' ,:. I:,� ,::':. �.. I" : 11" .. .>� _ : ' -. . �.,. : ,, : :.. '... ... : . -. ,,_: - ;:�. _ ., 1, :. ..., " - ,, ;: _: -11 -> .11 . �tlPt_E i1 X �IrEPTACLE 11 :., - . . � .., , <, ,,. '' ,. :' - :: ;. ��DUPLEX f/ S CHED its V:X RECE#'TACi„E - t I .. 9-. , I I- � I L' �Jlr :: :-., .' :., , . _. ;> :: ' ,- ", "'�`,-,' - �- -� � �,,,�: �: 1, 7 '"',< _' I I ;, ,�,"-- I'll, I I 11 . Dt1PLE?I RE ACLE ---l-, 11 , , I I I I � "I �-,: ,:, J�, . I I I r I I , -I PREW! RE " ., I'll 11, I ��; , 1 11, �,,',�,� I L- � I ��,,!'�'' I:;: 1- �, ,­ I I I -I I -- ­ 11 ---�, I _ , , - �! - -,, - -I - I z �111 I - , , I I , , , - ',,-' I -,,,-,,,,,, , � ,�-,��m, , , I I I , I I I ..,, 2 - I - � - - - " , - " I I I I ., . 11 11; I I --. - I I � 11 � I -] -�,, r � ,:- -� - 1.11 �, I I 1-1 � , � 'Ir 11 I -,"', - - -� ...... 1,,- 1. I , " � , I , , - 'i- 11 � - -..�r I:: , , 1...._ , l' , . .: " <.: -.: I I �:�",,,","',�,"',,'.",-:",,-,r� � 11 �-. "I. , ,_ � -"-'- ' -' ,; I , � 1, I 11 � r 1 , I � - "" - I I �'-"�,r '­'5""'�" ....,. r:'.: I I 11 , " , , O=N rr_ ,_, I 11 - I I "I'l- Ill , r I I L I I � I I ", '' , " 'CEP7 '­�' I I 11 Y,.'RECEPT . ' :, , - : '�� AC4 E .. - I plllll I I . I I r I I I I I � I " I I I I 1, - '�­ I � I - I r I I I - I I I I I I l "I TV,.:.. , . , ..: ,-- �. : ' , �. , s :, ,` �. J ,� ,, :; I - .. .. ,'.. .. ,: _ F F, , : ": :.; ,,., ,-I I :.-: , f :, ; : "TLET :., . �, ifl;w, Jl1NCTIO�I 13CIit - ::, HURRICANE STRAP CAD EA. TRUSS - REFER' TO FRMG. PLAN \ CONNECT EA. TRUSS BOTTOM CHORD W/(2) 16d MIN COMMONS TOE -NAILED TO TOP PLATE SIMPSON "SPH4" AT EACH STUD TO TOP PLATE W/ 12-1 Od X 1 1/2" AT EA. 1/2- GYP. BD., PROVIDE R-11 BATT INSULATION AT ALL WALLS ADJACENT TO NON -AIR CONDITIONED ROOMS SIMPSON "SPH4" AT EA. -� STUD TO SILL PLATE W/ 12-1 Od X 1 1/2" AT EA. 4" MIN. CONC. SLAB (2500 PSI) W/ FIBER MESH OVER VAPOR BARRIER OVER CLEAN COMPACTED TERMITE TREATED FILL PRE-ENGINEERED TRUSSES INSULATION PER PLAN ® 24" O.C. 1/2" GYP. BD. DBL. 2x4 TOP PLATE 2x4 STUD WALL ® 16" O.C. W/ MID -WALL BLOCKING (WALLS OVER 10' HT. PROVIDE BLKG AT 4'-0" O.C. MAX.) 2x4 P.T. BOTTOM PLATE W/ 1/2" DIA. EXP. BOLTS W/ 2" WASHER AT 24" O.C. (MAX.) 2 3/4" MIN. EMBEDMENT FOOTING PER III III -I I 1-1 1 FOUNDATION PLAN IL I I, 11I I I "III NOTE: TRUSS TO PLATE ANCHOR, STUD TO TOPOR SILL PLATE ANCHORS, AND BOLTS TO SLAB NOT REQ'D. AT INTERIOR BEARING WALLS NOTED ON PLANS AS SUPPORTING GRAVITY LOADS ONLY (NO UPLIFT LOADS). INTERIOR BEARING WALL SECTION 12 IER LEV. R-30 INSULATION 1/2" CLG. GYP. BD.- 8"x8" U-BLOCK TIE -BM. FILLED W/ CONC. & (1) #5 REBAR CONT: PRE-ENG'RED PRECAST LINTEL - SEE SHEET A 4.0 FOR DETAILS 1x4 P.T.- PLOYCEL SEALANT - P.T. WOOD BUCK - ALUMINUM WINDOW (REFER TO FLOOR PLAN FOR SCHEDULE) - MARBLE SILL - 1/2' DRYWALL ON 1 x2 P.T. FURRING ® 16" O.C. R-4.2 FOIL INSULATION W/ 4 MIL VAPOR BARRIER - WD. BASE - 4" MIN. CONC. SLAB (2500 PSI) W/ FIBER MESH OVER VAPOR BARRIER OVER CLEAN COMPACTED POISON FILL TOE NAIL (2) 16d EACH SIDE s. 2x4 TRUSS TOP CHORD BLKG. @ 48' D.C. PRE-ENG. TRUSSES AT 24' D.C. 2X4 45° CROSS BRACING W/(2)16d NAILS AT EA. TRUSS WEB MEMBER 2x4 45' CROSS BRACING SCHEDULE SPAN BRACING REQ'D. -- GREATER THAN 20 FT. SPACED 4'-0' O.C. 10 FT. TO 20 FT. (3) PAIRS AT 1/4 LESS THAN 10 FT. P❑INTS (1) PAIR AT MIDP❑INT 2x4 TRUSS BOTTOM CHORD BLKG. AT 4'-0' D.C. REFER TO FRMG. PLAN (2) 16d COMMONS TOE NAILED EA. SIDE -1 ARCHITECTURAL FIBERGLASS SHINGLES OVER 15# FELT ON 15/32" CDX PLYWOOD SHEATHING AND PRE-ENGINEERED WOOD ROOF TRUSSES AT 24" O.C. (SEE ROOF NAILING PATTERN DETAIL) HURR. STRAP ® EACH TRUSS REFER TO CONNECTOR SCHED. TYP. O.H. R ROOF PLAN ----�-TOP_OF_BLOCK T REFER TO EXT. ELEV. • ` ALUM. FASCIA AND DRIP EDGE UNLESS. OTHERWISE NOTED ON EXT. ELEV. CONT. ALUM. VENTED SOFFIT -- WD W. HDR. HT. fER PLANS RAISED CEMENTITIOUS TRIM PER ELEV. PER PLANS RAISED CEMENTITIOUS TRIM PER ELEV. PER PLANS CEMENTITIOUS COATING OVER 8x8x16 CONC. BLOCK 1-#5 VERT. BAR TIED INTO #5 BAR DOWEL W/ STD HOOK AND RUNNING INTO LINTEL (LOCATIONS PER FDTN. PLAN) _0'-0" _ -' TOP OF SLAB FINAL GRADE II STUCCO STOP AS REQ'D. I PER LOCAL BLDG. DEPT. Jo- CONC. FTG. PER IFOUNDATION PLAN I III III TYP. EXT. BLOCK WALL 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 SECTION X-X 15/32' CDX PLYWOOD SHEATHING c- 2x4 BLKG. @ 48' D.C. I II LINTEL II I 2x4 STUDS 0 SPACING II PER PLANS I I VERTICAL FILLED CELL I W/ 1-#5 BAR I (2) 16d I ® 12" O.C. CONC. BLOCK WALL I (2)2x4 P.T. W/1/2" DIA. COUNTERSUNK BOLTS I ® 24" O.C. VERT I 2 1 /4" MIN EMBEDMENT I WITH 2" SQUARE X 1 /8" THICK HURRICANE WASHER I II I' I I L------ EXTERIOR FRAME WALL TO (2) 16d COMMON NAILS AT EA. 2X4 LADDER FRAMING - 2X4 STRONGBACK 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 COMMON NAILS AT 6' D.C. TO 2x6 P.T. PLATE CEMENTITI❑US FINISH OVER FRAME CONSTRUCTII❑N APPLIED 2 LAYERS OF AN APPROVED WATER RESISTANT BARRIER MATERIAL OR 1 LAYER OVER AN APPROVED HOUSE WRAP. EXPANSI❑N JOINT AT CEMENTITIOUS 2xFFTIP4. PLATE CONT. W/ 1/2'x 8' ANCHOR BOLTS @ 32' D.C. TOP OF SLAB \\-(2) 10d 0 6" O.C. 3 1 /4" DETAIL AT 90° CORNER STRUCTURAL NOTES: 1. WIND LOAD REQUIREMENTS AT 160 MPH PEAK WIND GUST FOR 3 SEC. BURST PER ASCE 7-10/ 2014 FBC. 2. WINDOWS, DOORS, AND GARAGE DOORS SHALL BE DESIGNED TO THE 2014 FLORIDA BUILDING CODE. 3. ALL FLOOR SLABS TO BE OF 2500 PSI CONCRETE PLANT MIX 4" THICK WITH FIBER MESH AND/OR 6 X 6-10 10 W.W.M. W/ MIN. 1" COVER ON 6 MIL POLY VAPOR BARRIER OVER COMPACTED CLEAN FILL. 4. FIBER MESH REINFORCEMENT: FIBERS SHALL BE 1/2" TO 3/4" COLLATED POLYPROPYLENE FIBERS. REQUIRED DOSAGE RATE SHALL BE AS SPECIFIED BY THE MANUFACTURER. FIBERS SHALL BE USED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND WITHIN TIME AS SPECIFIED IN "ASTM C94". THE FIBERS SHALL COMPLY WITH ASTM DESIGNATION C1116 TYPE 111 4.1.3 AND WITH APPLICABLE BUILDING CODES. CERTIFICATION OF COMPLIANCE SHALL BE MADE AVAILABLE ON REQUEST. STANDARD ACI 302 PROCEDURES FOR PLACING, FINISHING, AND CURING SHALL BE FOLLOWED WHEN USING FIBER MESH CONCRETE. 5. CONCRETE MASONRY UNITS SHALL MEET ASTM C90. 6. MORTAR TO BE TYPE 'M' OR 'S': GROUT TO BE 3000 PSI AT 28 DAYS. FOLLOW GROUT CONFINEMENT PROCEDURES AS DEFINED IN ACI 53-99. f'm = 1500 psi 8. REBAR TO BE SIZE #5 GRADE 40, CONT. TOP OF FILL CELLS AND CHANGES OF DIRECTION WITH MINIMUM LAP OF 30". 9. OMIT 10. UPLIFT CONNECTORS TO PROVIDE CONTINUITY FROM ROOF TRUSSES THRU PLATES TO SLAB AND FOUNDATION PER ENCLOSED DETAILS. 11. EPDXY ANCHOR ALTERNATE: THREADED ANCHOR ROD MAY BE USED IN LIEU OF ANCHOR BOLTS FOR USE AS PLATE ANCHORS OR HURRICANE ANCHORS. THE FOLLOWING CRITERIA MUST BE MET: ANCHOR SIZE CONC. HOLE SIZE 1 /2" 3/4" MIN. HOLE DEPTH 6„ 5/8" 7/8„ " 7" 7/8" 1 1 /8" 8„ AFTER HOLE IS DRILLED ALL CONCRETE DUST MUST BE R6OVED PRIOR TO EPDXY INSTALLATION. THREADED ROD (MIN. A36 STEEL) AND REBAR TO BE FREE OF DIRT OR GREASE. LOAD ON ROD OR REBAR CANNOT OR BE APPLIED UNTIL 12 HOURS AFTER APPLICATION. TWO COMPONENT EPDXY RESIN MATERIAL TO BE MIXED PER MFG. DIRECTIONS. 12. MISSING DOWEL PLACEMENT: NEW HOLE SHALL BE DRILLED 7/8" TO 1" WIDE AND 10" DEEP. AFTER HOLE IS DRILLED ALL CONCRETE DUST MUST BE REMOVED PRIOR TO EPDXY INSTALLATION. THREADED ROD (MIN. A36 STEEL) AND REBAR TO BE FREE OF DIRT OR GREASE. LOAD ON ROD OR REBAR CANNOT OR BE APPLIED UNTIL 12 HOURS AFTER APPLICATION. TWO COMPONENT EPDXY RESIN MATERIAL TO BE MIXED PER MFG. DIRECTIONS. CONC. BLOCK WALL CONNECTION OROOF EDGE J 2O ( d- ROOF A EDGE REINFORCED/FILLED CONC. BLOCK CELL - - - - - - - - - - - - - - 4' 0 I 4- 1/2" DIA L-BOLT O I O I O RIDGE WASHERGAT / 2" I I 2 2 O 32" O.C. MAX. 2x6 P.T. I ---- ----- JAMB DETAIL 2x4 P.T. W/ CONC. 2x6 P.T. FROM BOT. OF NAILS AT 12" O.C. HDR. TO CLG. LINE 2 �' o in 2 . OZONE 1-USE 8d NAILS ® 6" O.C. 2x6 � � EQUAL EQUAL ZONE 3-USE 8D NAILS 2 ZONE 2-USE 8d NAILS 3 P.T. I 1/2" DIA L-BOLT 2x6 0 " ® 4" O.C. N (8" LONG) W/ 2" P.T. ®6 O.C. 32 O. SHER MAX. NAILING PATTERN FOR ROOF rN GARAGE DOOR ROOF SHAPE REPRESENTS TYPICAL ZONES ONLY. OPENING ELEVATION GARAGE DOOR DETAIL TOE NAIL (2) 16d EACH SIDE 2x4 TRUSS TOP CHORD BLKG. 0 48" O.C. PRE-ENG. TRUSSES AT 24" O.C. 2x4 TRUSS BOTTOM CHORD BLKG. AT 4'-0" O.C. REFER TO FRMG. PLAN (2) 16d COMMONS TOE NAILED EA. SIDE 2x4 45' CROSS BRACING WOOD STRUCTURAL NOTES: 1. ALL WOOD TO BE SPECIES, GROUP, AND GRADE AS SHOWN ON DETAILS. DAMAGED WOOD NOT TO BE USED. 2. GROUP II WOOD IS SOUTHERN YELLOW PINE #2. Fb=1200 PSI, E=1,600,000 PSI, M.C.=19% MAX.,TYP. PINE GROUP III WOOD IS DOUGLAS FIR -LARCH, SOUTHERN YELLO PINE, HEM -FIR, OR SPRUCE -PINE -FIR. 3. ROOF TRUSSES TO BE SET WITHIN 5" OF STUD LOCATED BELOW. 4. END JOINTS IN STRUCTURAL DOUBLE TOP PLATE SHALL BE OFFSET AT LEAST 4'. STRUCTURAL DOUBLE PLATES TO BE NAILED AT 6" O.C. MAX. 5. EXT. SHEATHING ON WALLS TO BE MIN. 15/32" CDX PLYWOOD. WALL NAIL PATTERN TO BE 6" O.C. W/ 10d NAILS UNLESS OTHERWISE NOTED. 6. ALL STRUCTURAL LUMBER (EXCLUDING PREENG. WD. TRUSSES) TO BE #2 OR BETTER GROUP II, UNLESS OTHERWISE NOTED. 7. STRUCTURAL HEADER SIZES SHOWN ON ROOF FRAMING PLAN ARE TO BE #2 OR BETTER, SPECIES GROUP II 8. MAX. 1" HOLE DRILLED INTO EXTERIOR STRUCTURAL STUDS. 9. STUDS TO BE DOUBLED AT EACH END OF SHEARWALL AS PER DRAWINGS. 10. WHEN ANCHORING (2) WOOD ITEMS TOGETHER, THE LENGTH OF HURRICANE STRAP MUST BE EQUALLY HALF ON EA. ITEM. 11. NAIL PATTERNS: -DOUBLE PLATE AT 12" O.C. OUTSIDE THE SPLICE ZONE (SEE NOTE #4). -DOUBLE STUD NAIL PATTERN AT 12" O.C. -DOUBLE HEADER NAIL PATTERN AT 6" O.C. AT EA. EDGE, 12" O.C. INTERNALLY. -HEADER TO STUD- 4" O.C. EA. HEADER MEMBER -STUD TO TOP OR BOTTOM PLATE- (2)16d END NAILED OR (2)16d TOE NAILED EA. SIDE WITH IN/2�" FL TCHAGLUEDTANDE NAIL Dx WITH 16d AT 8 O.C. STAGGERED. 12. ROOF SHEATHING TO BE MIN. 15/32" CDX PLWOOD NAILED PER ROOF NAILING PATTERN DIAGRAM. 13. ALL NAILING SPECIFIED TO BE APPLIED BY NAIL GUN AND/OR MANUALY. 14. TRUSS BRACING PER TRUSS MFG. DRAWINGS. 15. AT ALL INTERIOR WALLS THAT ARE NOT LOAD BEARING, METAL STUDS MAY BE SUBSTITUTED FOR WOOD STUDS. 16. ANCHOR BOLTS 8" LONG x 1/2" DIA. WITH A 2" SQUARE X 1 /8" THICK HURRICANE WASHER EMBEDDED 5" UNLESS NOTED OTHERWISE. 17. ALL EXTERIOR CEILING MATERIAL TO BE 1/2" MIN. EXTERIOR GRADE GYP. BOARD OR 1/2" MIN. SOFFIT BOARD UNLESS NOTED ALL PLANS, DETAILS, AND NOTES ON THESE DRAWING ARE PROPRIETARY AND CANNOT BE USED, TRANSFERED, OR OTHERWISE REPRODUCED WITHOUT THE APPROVAL OF RENAR HOMES AT 4'-0" O.C. NAIL 2 X 4 BLKG TO W/(2)16d NAILS AT EA. 2 X 6 BLKG WITH 10d TRUSS WEB MEMBER ®8" O.C. NAIL 2 X 6 BLKG TO DBL TOP PLATE WITH 1Od ® 8" O.C. SIMPSON "MSTAM24" AT 32" O.C. W/ 5-1/4" X 2 1 /4" TAPCONS IN MASONRY & 9-10d X 1 1/2" IN 2X6 STUD SHEATHING PER PLAN r--- 2x4 BLKG. 0 48" O.C. "4_(2) 16d COMMON NAILS AT EA. 2X4 LADDER FRAMING GABLE END TRUSS 7/16" OSB SHEATHING OVER GABLE END TRUSS FASTEN WITH 8d 0 6" O.C. NAIL EACH TRUSS VERIICLE WEB MEMBER TO 2 X 4 BLKG WITH (2) 1Od 2 X 6 0 16" O.C. KNEE WALL WITH SIMPSON SPH6 AT EACH STUD SIMPSON HETA20 EACH VERT TRUSS ol l WEB (24" O.C. MAX) 16d COMMON NAILS AT 6" O.C. TO 2x6 P.T. PLATE �- EXPANSION JOINT AT CEMENTITIOUS FINISH • 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 SECTION @ VAULT NOTE: * HOLD FACE OF GABLE END * HOLD FACE OF GABLE END TRUSS IN 3/4" BEYOND BILK. TRUSS OUT 1/4" BEYOND BLK. FOR CEMENTITIOUS FINISH FOR SIDING FINISH 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 2017 FLORIDA BUILDING CODE -RESIDENTIAL (6TH EDITION) 2x6 P.T. PLATE CONT. W/ 5/8" DIA. ANCHOR BOLTS 0 32" O.C. OR W/1/2" DIA. ANCHOR BOLTS 0 24" O.C. MICHAEL C. ANDERSON -r- FL. LIC. AR0017305 PLAN REVIEW REVISIONS MASTER PLAN REVISION 1-23-15 Lo rn �- N O 0) W O N UI_-rnti w J M 00 w0N= JZC) O co CC) " N 0 ca 030 WFcp0 a00< u94Z N O 1�_ . 2 cM a- W J W F- PROJECT NO. 17-015-028 DATE DRAWN 6-15-20 SEAMIST 2215 B1 st FLOOR LIV. 1330 SQFT nd FLOOR LIV. 885 SQFT GARAGE 437 SQFT LANAI 167 SQFT ENTRY 27 SQFT TOTAL 2846 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 17720 CUBIC FEET SHEET A 6mO (o 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 1/8" PLACE NAILS 6-1/8- FROM BOTTOM EDGE OF EACH SHINGLE AND 1" FROM EACH END. USE 6 NAILS PER SHINGLE ALL NAILS TO BE PLACED ON 6-1/8" NAIL LINE 1» + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +++ +++ + SHINGLE SIDE VIEW `-t SHINGLE NAILING DETAIL HIGH WIND OR STEEP SLOPE CORNER FLASHING TAPE CORNER FLASHING TAPE TOP FLASHING TAPE SIDE � FLASHIN TAPE N.T.S. FIN WINDOW TOP CORNER NAILING SIDE CHECKRAIL FLASHING TAPE — — —R WIN DOW BOTT SILL FLA SILI 1. CUT THE WATER RESITIVE BARRIER (1C)ATER RESISTIVE BARRIERI it R' fiST CUT �- T - - - II I I I TH CUT, I 3RD I I MAKE A 6" CUT UP I -CUTI I FROM EACH TOP i CORNER AT A 450 I I I I ANGLE TO ALLOW THE 1 WATER BARRIER TO I I <_TYPI I BE LAPPED OVER THE I I I I FIN AT THE HEAD OF I I <,-2ND, I I THE WINDOW. I �_ CUT _� I lO I 2. FOLD THE WATER RESISTIVE BARRIER (11)). 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 #1. CUT A PIECE OF FLASHING TAPE 12" LONGER THAN THE OPENING WIDTH. APPLY AT THE BOTTOM OF THE OPENING AS SHOWN (1E) SO IT OVERHANGS 1" TO THE EXTERIOR. NOTE: THE TAPE IS CUT 12" LONGER THAN THE WIDTH SO THAT IT WILL EXTEND 6" UP EACH SIDE OF THE OPENING. 4. TAB THE SILL FLASHING TAPE AND FOLD. CUT 1" WIDE TABS AT EACH CORNER Qr FROM EACH SIDE OF CORNER) (1F) FOLD TAPE TO THE EXTERIOR AND PRESS FIRMLY TO ADHERE IT TO THE WATER RESISTIVE BARRIER. 5. APPLY SILL FLASHING TAPE #2. CUT A PIECE 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 (1G). NOTE: THE FLASHING MAY NOT FULL COVER THE FRAMING MEMBERS. 1. APPLY SIDE FLASHING TAPE. CUT TWO PIECES 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 FIRMLY. 1 F�RIOR HEMi` I I 2. APPLY TOP FLASHING TAPE. CUT A PIECE OF FLASHING I TAPE LONG ENOUGH TO GO ACROSS THE TOP OF THE WINDOW 1 2 AND EXTEND AT LEAST 1" PAST THE SIDE FLASHING TAPE ON BOTH SIDES. APPLY THE TAPE OVER THE TOP NAILING FIN AS 2 SHOWN. ram, I NOT" DO NOT TAPE OR SEAL THE BOTTOM NAILING FIN. 1" I 3. FOLD DOWN TOP FLAP OF WATER RESISTIVE BARRIER (3C) I I 4. APPLY FLASHING TAPE TO DIAGONAL CUTS. CUT PIECES OF FLASHING TAPE AT LEAST 1" LONGER THAN THE DIAGONAL CUTS IN THE WATER RESISTIVE BARRIER. APPLY THE TAPE COVERING THE ENTIRE DIAGONAL CUT IN THE WATER RESISTIVE BARRIER AT BOTH UPPER CORNERS OF THE WINDOW. NOTE: BE SURE TO OVERLAP THE TOP CORNERS (3D) SPH4 (TOP — PLATE TO STUD CONNECTOR) TYP. 2x CONT. STAGGERED MID -WALL BLOCKING (WALLS OVER 10' HT PROVIDE BLOCKING 4'-0" O.C. MAX. 1 EXTERIOR I EI I I I I I 1 1 I I 1 1 1 O I I I I I I I I 1 I I L____ 1 [all PIP ��RIOR HTEW� � 1 I I I I I I 1 I I I I I I I I I I I I I 3 1 I �TERIpR VIEVy� � � I I I I 3 I I I I I I I I I I 2x STUD 16" O.C. ROOF TRUSSES OR 2x RAFTERS (2)2X W/ PLYWD. 0 24" O.C. CONNECT W/(2) SPACER BEAM 16d MIN. COMMONS TOE -NAILED AS NOTED PER PLAN TO TOP PLATE I I L-- _J fSEE ROOF PLAN FOR REQ'D STEEL, MASONRY STRAP AT EACH MEMBER. OR WOOD FRAMING MORTAR JOINTS (1T/Y4- TO 3/8" I SPH4 (TOP PANEL PLATE TO BEAM -ANCHORS CONNECTOR) ® 16" O.C. TYP. Z 8" X 8" X 4" (NOMINAL SIZE) GLASS BLOCK UNITS LSTA24 w (BM. TO STUD - N I I FLAT ARCH CONNECTOR) ==J TOP PER PLAN PANEL ANCHORS & TRUSS TO PLATE ANCHOR, STUD EVERY OTHER REINFORCEMENT TO TOP OR SILL PLATE ANCHORS, I I COURSE OR 16" O.C. vr AND BOLTS TO SLAB NOT REQ'D �_ __ - -- - __ __j WHICHEVER IS LESS AT INTERIOR BEARING WALLS NOTED ON PLANS AS SUPPORTING GRAVITY EXPANSION FRAME OPNG. STRIP &SEALANT PER PLAN LOADS ONLY (NO UPLIFT LOADS). S JAMB & 6" \ (PROVIDE (2) _ HEAD LOCATIONS MAX. CONNECTORS SPH4 (STUD TO BOTTOM (ONLY) ASPHALT EMULSION _ FOR SPANS PLATE CONNECTOR) THIN MORTAR 0 OVER 6 OR SILL LOCATION NUMBER TO MATCH SPECIFICATIONS AS NOTED) NUMBER OF STRAPS GLASS BLOCK UNITS: 8" x 8" x 4" (NOMINAL SIZE) ABOVE OPENING MORTAR: TYPE "S" PER ASTM C 270. \-1/2" DIA. EXP. BOLT (2 -Y4" MIN. EMBEDMENT) REINFORCEMENT: LADDER TYPE, 9-GAUGE, 2" WIDE WITH BUTT -WELDED CROSS WARES AT 16" O.C., W/ 2" X X" THICK WASHER ® 24" O.C. HOTT DIPPED GALVANIZED. (PLATE TO SLAB CONNECTOR) PANEL ANCHORS: 20 GAUGE PERFORATED STRIPS, 24" X 1 3/4", HOT -DIPPED GALVANIZED, AT BOTH JAMB AND HEAD LOCATIONS ANCHORED WITH #10 X 1 1/4" LONG PANHEAD SCREWS WITH #10 FRAME BRG. WALL TO WASHERS (2 PER PANEL ANCHOR) OR (1)3/16" X 1 1/4" HILTI KWIK BOLT II. EXPANSION MATERIAL: 3/8" THICK POLYETHYLENE TYPE. SLAB CONNECTOR DETAIL SEALANT: SILICONE TYPE. EXT. WALL OR INT. BRG. WALL GLASS BLOCK INSTALLATION PLYWOOD SHEATHING OVER WOOD TRUSSES CEMENTITI❑US FINISH ON METAL LATH BOND BREAK (2) LAYERS 15# FELT MEMBRANE BRIDGE FLASHING FLASHING / CONTROL J❑INT STUCCO FINISH ON BLOCK FLASHING DETAIL AT ROOF FRAMING ON MASONRY PROVIDE 2X6 LEDGER BOARD FOR FIRST FLOOR ROOF TRUSS BRG. - ATTACH LEDGER TO EACH STUD W/ (4) 16d NAILS ROOF TRUSS 1 DETAIL A6.1 INSTALL SIMPSON HTSM16 W/ (8) 10d NAILS TO TRUSS ATTACH STRAP TO LINTEL W/ (4) 1/4" x 2-1/4" TAPCONS PRE-ENGINEERED ROOF TRUSS CONCRETE LINTEL - BLOCK FILL WITH CONCRETE SEE PLANS FOR SIZE AND LOCATION ALTERNATE TRUSS ANCHOR DETAIL N.T.S. LSTA36 STUD TO STUD FIRST FLOOR BRG. WALL HT. +8'-0" A.F.F. 2x8 RIDGE BOARD 2x6 RAFTERS AT 24" O.C. MAX. - TOE -NAIL TO RIDGE BD. W/ (2) 10d NAILS 2x4 VERT. STUDS ® 4'-0" O.C. (PLACE ABOVE TRUSS BELOW) ROOF SHEATHING SIMPSON STRONG -TIE "H2.5" AT EA. END OF 2x4 PRE-ENG'RED SEE VERT. STUD TRUSSES NOTE #4 NOTES: SEE 1. HURRICANE CONNECTORS REQ'D AT 8'-0" O.C. NOTE #4 2. PROVIDE "H2.5" ROOF AT EACH RAFTER END SHEATHING 3. PROVIDE 2x8 RIDGE BOARD WHEN APPLICABLE 4. PROVIDE 2x4 VALLEY BLOCKING BTWN. TRUSSES AT LOCATIONS WHERE VALLEY FRAMING DOES NOT BEAR ABOVE TRUSS HAND FRAMED VALLEY DETAIL THIS DETAIL APPLIES ONLY WHEN AN INDIVIDUAL 2x6 RAFTER HORIZONTAL SPAN IS GREATER THAN 8'-0" CEMENTITIOUS COATING ON LATH OVER 2 LAYERS 15# OVER 15/32" CDX PLYWOOC OVER GABLE END TRUSS GALV. METAL FLASHING 2X4'S ® 16" O.C. (4) 10d NAILS 12 ° 6 FIBERGLASS SHINGLES ° OVER 15# FELT ON PROVIDE 2X4 BLKG 7/16" OSB 16" O.C. BEHIND (3) 10d NAILS GABLE END TRUSS _TOP OF BLOCK_ ° PER PLAN 4p SECOND FLOOR 2X FASCIA BRG. WALL HT. W/ DRIP EDGE +17'-4" A.F.F. 2X4'S ® 16" O.C. P.T. 2X4 LEDGER BD. W/ 1 /4" DIA. TAPCONS 1 /2" EXT. GYP. BD. (2-3/4" MIN. EMBEDMENT) SPACED 20_0., SIMPSON LU24 16" O.C. ® EACH JOIST/ LEDGER B ROOF AT SLIDING D. CONN. 2- 1 3/4"X16" H. GLASS DOOR DETAIL-1 STORY LVL BEAM 0 m 3/4" DIA. X 6" DEEP HOLE FOR w #5 BAR SET IN EPDXY ADHESIVE 16" HIGH FLOOR TRUSS AT �0 24" O.C. I TOP OF BLOCK WALL GROUT SOLID FIRST FLR. STUD TOP OF CELL BRG. WALL SAWCUT APPR OPENING IN W SPH4 EA. END OF BM & ® 16" O.C. - ROOF TRUSS LVL BEAM (3)LSTA24 BEAM/TRUSS TO STUD CONNECTOR —(4)2x4 STUD COLUMN (3)LSTA36 STUD TO STUD CONNECTOR PROVIDE SOLID STUD BLKG. IN FLOOR TRUSS SPACE SIMPSON "HTT16" STUD TO SLAB CONNECTOR 5/8" DIA. THREADED ROD (6" EMBEDMENT) IN EPDXY FILLED DRILLED HOLE 2x4 P.T. PLATE TOP OF SLAB 2-STORY STUD COLUMN CONNECTION DETAIL SAWCUT APPR OPENING IN W, 25" MIN. LAP 25" MIN. LAP OF REBARS 3,000 PSI CONCRETE FILLED CELL W/ #5 BAR SAWCUT 1"W. OPENING IN WALL FROM TOP TO BOTTOM FOR FULL HEIGHT REBAR PLACEMENT INTO CELL - FILL SOLID W. CONCRETE SLAB X 6" DEEP HOLE FOR w#5 BAR SETT IN EPDXY ADHESIVE ADDED"o REINF. FILLED BLOCK CELL DETAIL NOTES: -DRILLED HOLE TO BE CLEANED PRIOR TO DISPENSING ADHESIVE -EPDXY ADHESIVE TO BE HIGH STRENGTH TYPE -REBAR DOWEL TO BE CLEAN AND OIL FREE MICHAEL C. ANDERSON 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 2017 FLORIDA BUILDING CODE -RESIDENTIAL (6TH EDITION) FL. LIC. AR0017305 90 MASTER PLAN REVISION 1-23-15 ti 44 rrn^ w v 1 co q Qr- w � o � Q w � � W Q) Lo Lo T_ rn O 04 CD 0? W G� N U�rnti w J m M 4 LL _ w Z U) Q N ui > CD N �J�c�to ' ` J m 0 � N o in LLI (p Ci QUOQ�U LLJ Lu Z) ti w�uj U)Z ti 2 cM d W J LU H SHEET A 6ml STUDS ALIGNED STUDS UNALIGNED BETWEEN FLOORS BETWEEN FLOORS 2-STY. INTERIOR BEARING WALL STRAPPING STRAPS AND BOLTS NOT REQUIRED AT INTERIOR BEARING WALLS NOTED ON PLANS AS SUPPORTING GRAVITY LOADS ONLY (NO UPLIFT LOADS) ALL REQUIRED HANDRAILS SHALL BE ONE OF THE FOLLOWING TYPES OR PROVIDE EQUIVALENT GRASPABILITY. TYPE 1: HANDRAILS WITH A CIRCULAR CROSS SECTION SHALL HAVE AN OUTSIDE DIAMETER OF AT LEAST 1 1/4' AND NOT GREATER THAN 2•. IF THE HANDRAIL IS NOT CIRCULAR, IT SHALL HAVE A PERIMETER DIMENSION OF AT LEAST 4' AND NOT GREATER THAN 6 1/4' WITH A MAXMUM CROSS SECTION OF DIMENSION OF 2 1/4". EDGES SHALL HAVE A MINIMUM RADIUS OF 0.01'. TYPE II: HANDRAILS PITH A PERIMETER GREATER THAN 6 1/4' SHALL HAVE A i GRASPABLE FINGER RECESS AREA ON BOTH SIDES OF THE PROFILE. THE FINGER z RECESS SHALL BEGIN WITHIN A DISTANCE OF 3/4' MEASURED VERTICALLY FROM THE TALLEST PORTION OF THE PROFILE AND ACHIEVE A DEPTH OF AT LEAST 5/16" WITHIN 7/8" BELOW THE WIDEST PORTION OF THE PROFILE. THIS REQUIRED DEPTH SHALL CONTINUE FOR AT LEAST 3/8' TO A LEVEL THAT IS NOT LESS THAN 1 3/4" BELOW THE TALLEST PORTION OF THE PROFILE. THE MINIMUM WIDTH OF THE HANDRAIL ABOVE THE RECESS SHALL BE 1 1/4" TO A MAXIMUM OF 2 3/4". EDGES SHALL HAVE A MINIMU RADIUS OF 0.01'. OPENING UMITATIONS: BALUSTERS SHALL NOT HAVE OPENINGS FROM THE WALKING SURFACE TO THE RAILING HE3GHT WHICH ALLOW PASSAGE OF A SPHERE 4" IN DIAMETER. _ THE TRIANGULAR OPENINGS AT THE OPEN SIDE OF A STAR, FORMED BY A RISER, TREAD AND BOTTOM RAIL SHALL NOT ALLOW PASSAGE OF A SPHERE 6' IN DIAMETER. q > TOTAL STAIR RUN 10 MINIMUM TREAD (NOT INCLUDING NOSING) - 10- WIDE 1" NOSING — sr I o = � a _ / 1 OS Sl 1' NOSING 2XI2 TREAD - W PLYWOOD RISER-, %* T & G PLYWOOD SUBFLOOR - FLOOR TRUSS - NAIL (2)2X4 TO BOTTOM OF FLOOR TRUSS 12' OR LESS IN DEPTH 2X8 STAIR LEDGER - CONNECT TO FLOOR fCEN TRUSS W/ (2)-10d NAILS AT 6" O.C. MAX.OR EQUIVALENT CONNECT CARRIAGE TO LEDGER W/ (2)-10d TOE -NAILED COMMONS STAGGERED EACH SIDE CONNECT PLYWOOD RISER TO TREAD WNTH (4)-8d NAILS / X12 CARRIAGE AT SIDES AND TER OF STAIRS WITH 2X6 SPACER AT SIDE WALLS - NNECT SPACER TO EACH STUD WITH (2) 10d COMMONS / 2X4 P.T. KICK PLATE TYP. STAIR SECTION NOTE: EATHING EXTENDS TO BOTTOM OF XIND FLOOR STUD TO FLOOR TRUSS D. SHEATHING I IREMENT. AT T S12" 1ST FLOOR AT FRAME WAU D" AT BLOCK TO LOCATIONS FLOOR STUDS UNALIGNED BETWEEN FLOORS AS WELL AS STUDS UNALIGNED W/ FLOOR TRUSS OR NO RAIL BD. PRESESNT CONTINUOUS 2x6 TOP RAIL - CONNECT TO FLOOR TRUSS W/ (6) 16d NAILS --� PROVIDE 8d NAILS AT 3" O.C. EXT. SHEATHING NAILING PATTERN (2) ROWS AT 2X6 TOP RAIL (1) ROW AT 2x4 BOTTOM RAIL - CONTINUOUS 2x4 BOT. RAIL - CONNECT TO FLOOR TRUSS W/ (4) 16d NAILS (2X4 P.T. IFININCCONTACT W/ ALTERNATE FLOOR TRUSS END RAILS IN LIEU OF 2x4 BLOCKING BTWN. RAILS AS PART OF FLOOR TRUSS END CONST. 8d NAILS AT 3. O.C. AT SHEATHING EDGES - STAGGER NAILS BTWN. PANEL EDGES — ROOF TRUSSES OR 2x RAFTERS AT 24" O.C. - CONNECT W/ (2)16d MIN. COMMONS TOE -NAILED TO TOP PLATE NOTE: ALL NAILHEADS - - T- - - - - rT - -- SHALL PENETRATE THE I•I I•I FACE OF THE SHEATHING BY MORE THAN THE I I I I •I NAILHEAD THICKNESS I•I SIMPSON 'SPH4' AT EACH II 11 STUD TO TOP PLATE - 1-: -'e LL--- 'U.-I--..--L-- ----R----T�--- -� r-- 8d NAILS AT 6" O.C. AT 1 I I 1.1 FIELD STUDS ul 1.1 1.1 IIirll_� I•II 2x4 CONTINUOUS BLOCKING ON EDGE OR I I 11 FLAT - ALIGN WITH EDGE ti I.1 1.1 OF EXT. SHEATHING (LOCATE AT MID -WAIL I I 1 1 I•I I•I II II HT. W/ NO SHEATHING) - I•I I•I I I I 1 8d NAILS AT 3" O.C. AT t II•I I•I SHEATHING EDGES - STAGGER NAILS BTWN. II II 2x STUDS AT PANEL EDGES 1•I I.1 16' O.C.—� 11 I•I 1 1.1 I I NO STRAP REQUIRED AT STUD TO PLATE IF I•Itl SHEATHING CONTINUOUS TO 8d NAILS AT 3. O.C. I I I I BOTTOM OF FLOOR TRUSS HORIZ. AT 2x SILL PLATE 1.1 1•I --- I I ---- I I � - LsL 1rJ- - - - J FLOOR TRUSSES AT _� 24' O.C. 2x4 BLOCKING BTWN. - - T - - T T - - •- - T - - RIM BD. AT ALL • ' SHEATHING EDGES I 1 I 1 ( 1 I 2x4 BLOCKING BTWN. 1.11 I' I I• I I I---�— RIM BD. AT ALL --1 --L1-----11- y -- . . . . . . . . . . . . . . . . . . SHEATHING EDGES PROVIDE DOUBLE ROW OF Bd NAILS 8d NAILS AT 3. O.C. HORIZ. AT ALTERNATE CONT. 2X6 TOP RAIL AT TOP AND BOTTOM RIM LLO. NAILING TO FLOOR TRUSS BLKG. BD. OR TRUSS CHORD BTWN. Rats EXT. WALL SHEATHING DETAIL AT 2-STY. REQUIRED NAILING PATTERN AS NOTED FOR SHEATHING TO ACT AS UPLIFT LOAD CONNECTOR BETWEEN WALL STUDS AND FLOOR TRUSSES CONC. BLOCK EXT. (2) SIMPSON 'HETA20- STRAPS CONNECTING GABLE END TRUSS TO BLOCK WALL SIMPSON 'LSTA36" STRAPS NECTING 2ND STORY CORNER IUDS TO GABLE END FLOOR TRUSS- LOCATE 1 Jr FROM CORNER EDGE P L" A N 2x4 CORNER WALL STUDS IIII � AT EACH ATE 24' H. 2x4 SPACER W/ NO GAP ABOVE WALL SILL PLATE ALIGN STRAP IN CENTER OF STUD DO NOT PLACE STRAP JOINT BTWN. STUDS - ALIGN SOLID BLKG. BELOW INDICATES GABLE END 10, FLOOR TRUSS FLOOR TRUSS (2) SIMPSON "LSTA36' STRAPS OVER EXTERIOR SHEATHING _ CONNECTING 2ND STORY CORNER ' STUDS TO GABLE END FLOOR TRUSS - PROVIDE SOLID BLOCKING FOR STRAP NAILING 'LSTA24• DR Y AT EACH BOTTOM PLATE Ar FIBERGLASS SHINGLES OVER 15# FELT (2" SIDE TAP, 4" END LAP AND CAP NAILS AT 12" ON CENTER EDGE 24. ON CENTER FIELD) ON 12 15/32 COX PLYWOOD SHEATHING AND pED� PRE-ENGINEERED WOOD ROOF TRUSSES AT RV - 2x4 OR 2x6 RIM BOARD(S) ZC ON CENTER MAXIMUM ( SEE ROOF NAILING PROVIDE SOLID BLOCKING BTWN. PATTERN DETAIL FOR SHEATING) (SEE SHINGLE AT CORNERS NAILING DETAIL FOR SHINGLES do u u \\—(FASCIA GALVINIZED METAL OR ALUMINUM DRIP EDGE OVER HURRICANE STRAP AT EACH TRU SEE ROOF PLAN BLOCK WAIL SECTION STRAPS BLOCK WALL CF CONNECTING FLOOR FLOOR TRUSS TO R-30INSULATION CONIC. BLK. WALL - NAIL TO INSIDE FACE OF GABLE END FLOORmuss GABLE TRUSS yyyYyyT END E LE V 4'-°* OAPHRAdA AREA FASTEN WITH 5d NAILS AT GABLE TRUSS FASCIA TO BE ALUM. OVER 2X4 SUBFASCIA. SIDE ELEV. 2ND STY. CORNER HOLD-DOWN DETAIL _2X4 DIAPHRAM BLKG. AT 24' O.C. CONTINUOUS ACROSS 1ST (2) TRUSS BAYS CONNECT TO EACH BOTTOM CHORD W/ (4) 10d NAILS SIMPSON "HETA20' STRAP AT 24" O.C. PROVIDE SOLID 2x4 BLKG. BTWN. TOP / BOT. CHORDS WHERE STRAP DOES NOT ALIGN WITH TRUSS VERTICAL GABLE END FLOOR TRUSS DETAIL SEE ROOF PLAN FOR REQ'0 STRAP AT EA. MEMBER �- REFER TO HEADER SCHEDULE FOR SIZES `-SIMPSON •SPH4" AT 16" O.C. ACROSS HEADER SPAN SIMPSON I STA24" STRAP AT HEADER STUD TO BEAM (2) STRAPS EACH SIDE WITH (4) OR MORE TRUSSES ACROSS OPENING 15/32' PLYWOOD SHEATHING OVER WOOD TRUSSES CEMENTITI❑US C❑ATING ON METAL LATH BOND BREAK (2) LAYERS 15# FELT MEMBRANE BRIDGE FLASHING ON CENTER FIELD AREA AT 7' ON CENTER ' 1/2" GYPSUM BOARD CONTINUOUS 2 X 4 DOUBLE TOP PLATE WITH SIMPSON SPH4 AT EACH STUD CONTINUOUS ALUMINUM VENTED SOFFIT CONTINUOUS 2 X 4 SKID WALL BLOCKING ON EDGE OR FLAT AT SHEATHING JOINT. NAILS ARE PERMITTED TO PENETRATE 2• X 4' BLOCKING SET ON EDGE. R-11 MINIMUM INSULATION REFER TO ENERGY CALCULATIONS FOR REQUIRED INSULATION. CEMENTITIOUS COATING ON LATH OVER (2) LAYERS 15# FELT OVER 15/32" COX PLYWOOD SHEATHING SEE DETAIL FOR REQUIRED NAILING PATTERN 2 X 4 STUDS O 16" ON CENTER CONTINUOUS 2 X 4 BOTTOM -PLATE CONTINUOUS 2 X 4 TOP AND BOTTOM RAIL CONNECTED TO FLOOR TRUSS WITH (4) 16d NAILS. BOTTOM RAIL TO BE 2 X 4 PRESSURE TREATED. 3/4' TONGUE AND GROOVE PLYWOOD FLOOR, NAILED AND GLUED WITH 8d NAILS O 12. ON CENTER IN FIELD AND 6' ON CENTER AT PANEL EDGES PRE ENGINEERED FLOOR TRUSSES O 24" ON CENTER MA)aMUM. PROVIDE DRAFT CTHAN ODETO SEPARATE GREATER 500S.2 PERLING 2004 FLORIDREASOA BUILDING G • • DIAPHRAGM AREA FASTEN WITH 5d NAILS AT ' ON CENTER FIELD AREA AT i ON CENTER y•r 1/2• GYPSUM BOARD y: SIMPSON HETA20 AT EACH FLOOR TRUSS. FILL = ALL HOLES WITH 1-1/2' X 10d NAILS. TRUSS PARALLEL TO WALL -STRAP AT EACH TRUSS w : VERTICAL (24" ON CENTER MA)aWCUM) = Ya C3 " r CONTINUOUS GALVANIZED METAL WEEP SCREED LU U ° 8 X 8 X 16 CONCRETE KNOCKOUT BLOCK TOP COURSE FILLED WITH CONCRETE AND (1) /5 1- �: BAR CONTINUOUS 0 ■ ONE /5 BAR DOWEL TIED TO /5 BAR DOWEL 4 AND TOP COURSE REBAR AT EACH REINFORCED CONCRETE FILLED CELL AS Y LOCATED PER FOUNDATION PLANS FLASHING / CONTROL I` J❑INT g R-4 MINIMUM INSULATION REFER TO ENERGY CALCULATIONS FOR REQUIRED INSULATION. GYPSUM BOARD ON 1 X 2 MINIMUM PRESSURE TREATED FURRING O IV ON ' p Y {I CENTER r `;r CEMENTITIOUS COATING OVER 8 X 8 X 16 Iw N /a CONCRETE BLOCK WOOD BASE CEMENTITI❑US i 4" MINIMUM CONCRETE SLAB (2500 PSI) WITH a Sir `� FIBERMESH OR 6 X 6 10/10 WWMI OVER 4" C❑ATING ON BLOCK 2 VAPOR BARRIER WITH CLEAN COMPACTED SIMPSON 'LSTA24' STRAP AT HEADER STUD TO RIM BD. / BLOCKING FOR OPENINGS > 5'-0' 2x4 ORMRIM BD. BTWN. FLASHING DETAIL AT FLOOR FRAMING FLR. TRUSSES - CONNECT TO TRUSS W/ (4)16d NAILS ❑ N MASONRY 2x4 P.T. RIM BO. BTWN. FUR. TRUSSES - TO TRUSS W/ (4BdECT NAILS U DBL 2x4 SOLID BLOCKING BELOW HEADER STUDSOF OPENINGS > 5'-0' Q lbSIMPSON 'HETA20' STRAP AT \ EACH FLOOR TRUSS END OR ZC O.C. AT GABLE END TRUSS 2-STY. EXT. FRAME WALL CONNECTOR DETAIL 2 `r, INJ TERMITE TREATED FILL z r� � V �r r FINAL GRADE •r :. .- Z • i •. , • ONE BAR DOWEL TIED TO FOOTING REBAR AT EACH REINFORCED FILLED CELL AS LOCATED PER FOUNDATION PLAN. 1'-S" MINIMUM MONOLITHIC SLAB EDGE FOOTING PER FOUNDATION PLAN TYPICAL EXT. 2-STORY WALL SECTION SCALE 1/2" - 1'-0" MICHAEL C. ANDERSON r 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 2017 FLORIDA BUILDING CODE -RESIDENTIAL (6TH EDITION) FL. LIC. AR0017305 PLAN�REIEW REVISIONS MASTER PLAN REVISION 1-23-15 Ln Ln r 0) (V r CO W (.0 (V UF-CD CD w J M LL co w W > p _N z OJofC)(0 LL Jm0CIO N IO Q mWF_ to(D z0<r-- jp- Lu U) Z ti O cM a. W J W 1"- 1/1 nne% IrnT SHEET A 6m2 WOOD TRIM 14" �ft RNG REF PANTRY KIT. AT REF./RNG. 3/4" MICA TOP ON SHIM SCREWED TO SECURE 1 X 4 TOP PLATE 2x4 STUDS AT 16" 0. C. 1 /2" DRYWALL ZKITCHEN BASE CABINET BARTOP DETAIL WALL MTD. LT. M. BATH VANITY NOTES: OPEN TO FAMILY ROOM n I A I I i t,ur W.C. 2ND FL AT SINK M.C. LAV WALL MTD. LT MIRROI` O O O O = za_ O VB TD 42 FILLER OOR BATH 3 1. BATHROOM TOWEL BARS AT 54"'A.F.F. 2. BOTTOM OF MEDICINE CABINETS AT 50" A.F.F. 3. TOP OF BATHROOM SHOWER TILE AT 7'-0" A.F.F. 4. SHOWER HEADS AT 6'-8" A.F.F. I I LLLI \ I I LLLI \ KIT. AT CAB. WALL P WD R. 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 2017 FLORIDA BUILDING CODE —RESIDENTIAL (6TH EDITION) MICHAEL C. ANDERSON L r. ..T . FL. LIC. AR0017305 PLAN REVIEW REVISIONS MASTER PLAN REVISION 1-23-15 Lo Lo �-- N O O co W O N �� ��0) w J � M 0 co 0 Q W N w W > O N - 0 _1 C"D " J_ m O Co _ N Z �W N U W�c°oC� z0< �u')U)z O c) a w J W H PROJECT NO. 17-015-028 DATE DRAWN 6-15-20 SEAMIST 2215 B1 st FLOOR LIV. 1330 SQFT nd FLOOR LIV. 885 SQFT GARAGE 437 SQFT LANAI 167 SQFT ENTRY 27 SQFT TOTAL 2846 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 17720 CUBIC FEET SHEET A 7mO �. t x � M-- yRti, L01 L02 L02 L02 L02 L02 A01 GE A02 A02 A02 A02 A02 A02 A02 _ ---A02 A02 B01 B01 B01 B01 B01 B01 B01 �t M 168" 211411 1 , � • + + 11 9 8 51 1108 10111 510118 38' CO3 CO3 CO3 CO3 CO3 CO3 CO3 CO3 CO3 CO3 CO2 C01 J5 J3 J1 yV> 0 c- 7T FLUSH BEAD - BUILDER Typical Cornerset Specifications _ Attach End Jacks w/ (4) 16d ToeNails @ TC & (3) 16d ToeNails @ BC Typ. Corner Jack Placement--1' Attach C 16d Toe Attach KingJack w/(3) 16d ToeNails @ TC & BC O I N11 10-15/1611 21011 2'0" 1'1-1/16" 21'411 FL03GE _ N - �� LJ.1 N 0 u_ 0 u_ 0 u_ CV `y 12'811 N 0 r- 8'4" 14 CONVENTIONAL FRAMED BY BUILDER 10' 10"4 1110118 I I CV I CV n BY AHU 111011 1 1211 O CV 20'8" CV CV � CV CV CV CV CV CV ZT ZT ZT ZT ZT ZT ZT N -i r -I r -i r -i r -i r -i r 1 11 FL07GE 7 8 FL07GE 0 0 0 0 0 0 0 LL ILL LL LL LL LL LL 21' orrier Jack w/(2) Naills @ TC & BC (N CD u_ FI_01 FI_01 FI_02 FI_03 LID FI_03 FI_03 FI_04 FI_04 FI_04 FI_04 FI_04 FI_05 FI_05 F I-05 FI_05 Fl_05 FL06G * NOTE: ALL TRUSS TO WALL AND/OR TRUSS TO 12 LEDGER CONNECTIONS BY BUILDER. o r 6 (UNLESS NOTED OTHERWISE) �,IOU cc0 y * NOTE: ALL CEILING DROPS BELOW BEAM ARE _0 m w 9 ° '� a �' > BY BUILDER. (UNLESS NOTED OTHERWISE) `� ` o ~ _ ° ° ° aN E ,"r , NOTE: THIS TRUSS PLACEMENT DIAGRAM IS TO SHOW ya2c=i���� ° �- o ,� y TRUSS I.D. AND TRUSS LOCATION ONLY. THE BUILDING o ra 2 : ~ DESIGNER IS RESPONSIBLE FOR THE STRUCTURAL ; a $ E' STABILITY OF THE ENTIRE STRUCTURE. REFER TO THE 2 s m a o r- y INDIVIDUAL TRUSS ENGINEERING DRAWINGS FOR ~ 8'E U '6 0 ° 0 ��.o0 a 1'_4,11 GRAVITYAND UPLIFT LOADS. o � �' � Ln. 2 � •-�� a� rnao.n,.. V-4' FOR BRACING & ERECTION DETAILS REFER TO BCSI-03 Q 2 a) = 'w a� ° a o : � o AND/OR ENGINEER OF RECORD. ,� a _ _ 2 EaEaa� ��'_�� 12 Z UO ° m 6 REPRESENTS THE LEFT SIDE -.8 v, ° -@ `9 = ` Z -° O � O = L OF EACH TRUSS DRAWING a E E S m a w V In U W ( NOTE: REFER TO SIMPSON CONNECTOR o 2 2 E � CATALOG FOR INSTALLATION DETAILS) cm 2 ° t: 1n ' �' '- O v � a� c !- V_ � ° as O._ am m0 Lj A LUS24 H HHUS46 Q--- _ Co w Y U N f0�,'p y 3 •� �, a o 2 8 L co B LUS26 J THA422 R--- C O T w m 2' C HUS26 K MUS26 S--- m s N 23 � M L D HUS28 L, THJA26 T - - - ww m3'�Lai as o � ° '> ac ��=ce w 162 U) ma) E HHUS26-2 M --- U - -- F HHUS28-2 N--- V--- o�•3m0 s N o_- °' dos O ,n O O Up 'O y 0 G LUS46 P --- X --- 2"0 orb Em HBB HANGER BY BUILDER BBB BEAM BY BUILDER oo~w 2 o 9 ,12 a = Z LSTA12 @ TC & BC * NOTE: LSTA STRAP .. '� �_ Zt LSTA12 @ TC INDICATED TO BE USED IN m 0° a o o `2 i 2 ` ` CONCORDANCE WITH �' s sn m Zb LSTA12 @ BC CORNERSET DETAIL. o M o y o aim =� o a�.0 o 2 LOADING ROOF FLOOR WIND LOAD E N c T O _CIL C' Tom a LIVE LOAD 20 40 ASCE 7-10 R' m o° s a) o a) 0 00 2 >� 8 2 o ~ V DEAD LOAD 10 10 160 B a°i a.o ;v ^ y o N C p LIVE LOAD 10 0 Residential - CAT 11 0 m .� M Q c H0 0„~ asp" rn o -0 2- 00 DEAD LOAD 10 5 Closed S� 0 o G ;_ m aCL ac 0 3 o Z v TOTAL LOAD 40 55 FBC 2017 RES o N o N 0-0 `o2��MM $ Z DURATION FACTOR 1.25 1.00 TPI 2014 N __ �? 0 _ q .N N O 8 o°— W REV DATE BY REMARKS '= y a - O U O` y U 12 a) o Y U O` V N O 16 3y m c_� a°i'•N _ 0ro 05n.sa) O U :d N r a") m- - o 0 to D i a- 0 2 = - o N ms� C'.rn - --/--/---- - - ui a o E 2 2 _ 'Coo —0) __/__/____ _ r m �, ��+ •� y r y rt+ .N O OA^- I L L VJ It is understood that above APPROVED '' i; _ .= 3 a> y ° o y N 2 conditions have been reviewed & o° L 5) 20 o m ; o c =_ L are acceptable for the fabrication APPROVED AS NOTED _ 'm °, 3 O at trusses, elevations, pitches, y N r_ a) Tn ' U °' ° ° w °_ E overhangs, fascias,ceiling F ] REVISE AND RESUBMIT 2 a'Ou�w,- ° °oE°m CO elevations/pitches, bearing _ y W 0'O E a - y E _ conditions & all detail pertaining REJECTED - '- °' ° ° } '- m 5 � 0 o to this truss placement plan. No y" 2 o o 2 2 0 6 back charges will be accepted 0 ~ go without previous written approval DATE 0 `° ~ o ° from an A-1 Roof Trusses E.9 o representative. REVIEWED BY y m o _ •= o 0 �.- ���0w°o°a PLAN DATE ARCH: --/--/---- STRUCT:--/--/---- 3 0 o >003a�i o@ o I> o U ti CUSTOMER RENAR 2 m c y o .� s a m `= oco a° s:—m a) 0 N O N Zq E a as JOB NAME SEAMIST 2215 B1 mew, 'O O c c c O L .... a2'2 oa o O D aLyi N U Z E m Q U '(n Q) y — LD .N O) L12 0 'O OPTION(S) COVERED LANAI .` = L d N L O y , 0 D G +'E 'O Y C L O Y W L' L as ° 10 C aco°.so=°-o 70 COMMUNITY _ 2 - s°' o" � o o -o cc /LOT# _560 cc M o U a) ul c � O to U 2 CITY o .O N 0 ns ° o L sit 3 U O . O 0 -0 8 � y z '�' cc � s COUNTY am°a� O C — L U N = L. (O Q a) +_+ = ID C U a. C BLDGO GARAGE RIGHT BLDG. G' _ .a E o s O =' TYPE 0 2 .., 2 to Y 'Digitally signed � "' _� gned y,=No=3=�� Manue tby Manuel JOB # 81173 MASTER ARMSSMB1L = U 2 L ° ° @ L ° L •O •— 0 p ai P •L L C 2 N m �, O to O m Martinez r CIO Martin-* �ww�,o-la�L ` 20 06 19 DRAWN SCALE w � ,, _ y L eCn DATE 6/17/20 ~����>88� (-ev,'a w-d ; 7 I212 o Fiv Cv AX00 1 -2 J flJ✓ 4100, - 4`'..:", MS NTS Z � � 1 _ °' 4) a� a'w g �r w 8 _ E 3v _ 'ofZQoa rrrrw o 2 H 0 °m Oar N -1 ROOF � �.0 c mw.CL TRUSSES 8 O SERIAL# A FLORIDA CORPORA) ION v� o c a) a� o ID_ °° o 5E F6 A5 FB 3 1812 8C78 1D 52 @4 4E AC E5 CA Ph 772-409-1010 / Fax 772-409-1015 .__ 8 .0 . a 0. http://www.a1truss.com p ° 2 �' 8 P- 0 W nU�._ w