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HomeMy WebLinkAboutCONSTRUCTION PLAN PAGE 16--30'0 38'-10' TJ WAI 25'-6" �r 22'-2" 8/ POf 1�2'-2" 2nd FL 9- 4" Q 1'-6" MATERIAL & COLOR SCHEDULE MARK, DESCRIPTION MATERIAL COLOR ❑A ROOF PANELS - STANDING SEAM ALUMINUM MILL FINISH © LOWER WALL BASE 0st FLOOR) STUCCO -'SAND FINISH' STUCCO 'LAVENDER MIST' #2070-60 © MIDDLE WALL FAUX SIDING (2nd & 3rd) SIDING PATTERN SMOOTH/SAND FINISH' STUCCO 'LAVENDER MIST' #2070-60 WALL STUCCO BANDS / TRIM STUCCO -'SAND FINISH' STUCCO 'SNOW WHITE' #OC-66 PORCH COLUMNS - MAIN STUCCO -'SAND FINISH' STUCCO 'SNOW WHITE' #OC-66 PORCH COLUMN BANDS STUCCO -'SAND FINISH' STUCCO 'SNOW WHITE' #OC-66 © DOOR FRAMES & GLASS FRAME - ALUM. GLASS MFR. STD. BLACK I MFR. STD. GRAY TINT WINDOW FRAMES & GLASS FRAME - ALUM. GLASS MFR. STD. BLACK MFR. STD. GRAY TINT GARAGE DOOR STEEL 'UNIVERSAL BLACK' #2118-10 0 FRONT ENTRY DOOR FIBERGLASS 'UNIVERSAL BLACK' #2118-10 © BALCONY RAILINGS ALUMINUM 'UNIVERSAL BLACK' #2118-10 SOFFIT OUTLOOKERS STUCCO -'SAND FINISH' WOOD/FOAM STUCCO 'SNOW WHITE' #OC-66 N❑ DECORATIVE CORBELS & BRACKETS WOOD/FOAM STUCCO 'SNOW WHITE' #OC-66 ❑O DECORATIVE ALUMINUM GRILLES ALUMINUM 'UNIVERSAL BLACK' #2118-10 © BAHAMA SHUTTERS ALUMINUM 'UNIVERSAL BLACK' #2118-10 ® GUTTERS & DOWNSPOUTS ALUMINUM PAINT TO MATCH ADJACENT WALL COLOR. SOUTH ELEVATION PRODUCT APPROVAL LIST PRODUCT TYPE MANUFACTURER APPROVAL NO. EXPIRES ALUMINUM ROOF PANEL DYNAMIC METALS FL # 21082.1 12-06-26 ROOFING UNDERLAYMENT OWENS CORNING FL # 9777.6 12-31-20 GARAGE DOOR DAB DOOR COMPANY N.O.A. 17-1108.30 02-22-20 ENTRY DOOR X X X CURTAINWALL TUBELITE INC. FL # 17035.3 12-31-20 CURTAINWALL DOOR TUBELITE INC. FL # 14563.1 12-31-20 SLIDING GLASS DOOR PGT INDUSTRIES N.O.A. 17-0420.12 02-17-20 FRENCH DOOR PGT INDUSTRIES N.O.A. 17-0504.01 10-18-22 FIXED'ROUND'WINDOW PGT INDUSTRIES N.O.A.18-0430.05 02-19-24 FIXED'RECTANGLE'WINDOW PGT INDUSTRIES N.O.A.18-0430.05 02-19-24 CASEMENT WINDOW PGT INDUSTRIES N.O.A. 17-0614.14 04-11-23 AWNING WINDOW PGT INDUSTRIES N.O.A. 17-0614.20 04-11-23 MULLION BARS PGT INDUSTRIES N.O.A. 17-0630.01 03-28-18 FLOOD VENT SMART VENT PRODUCTS, INC. FL # 5822.1 12-31-20 IMPACT PROTECTION NOTES: 1. ALL CLADDING, OPENINGS, WINDOWS, AND DOORS REQUIRE IMPACT RATING. 2. SUBMIT SHOP DRAWINGS, FL. PRODUCT APPROVAL, &/OR N.O.A. AS APPLICABLE. DESIGN CRITERIA 2017 FBC CHAPTER 16 & ASCE 7-10 HUTCHINSON ISLAND, ST. LUCIE COUNTY, FL V ult. WIND SPEED: 170 MPH EQUIV. BASIC WIND SPEED: 132 MPH RISK CATEGORY: 2 EXPOSURE: D MEAN HEIGHT: 42'-1" SLOPE: 5: 12 ENCLOSED STRUCTURE INTERNAL PRESSURE: t0.18 MAXIMUM ALLOWABLE HEIGHT MAX. HEIGHT ALLOWED = 35'-0" ABOVE THE BOTTOM OF THE MIN. ALLOWABLE TIE BEAM PER FDEP 17.0. MAX. ALLOWED: 17.0' + 35.0' = 52.00 MAX. HEIGHT PROVIDED: 17.35' + 32.75' = 50.10 = OK MECH. EQUIP. PORCH T OPENING DESIGN PRESSURE CHART MARK O OPENING TYPE EXP. ZONE OPENING SIZE (INCHES) IMPACT RATED SHUTTER REQ'D. REQUIRED PRESSURE TESTED PRESSURE WIDTH HEIGHT Y/N Y/N (+)PSF (-)PSF (+)PSF (-)PSF 1 GARAGE DOOR D 5 192 96 Y N +45.8 -55.3 +56.0 -64.0 2 ENTRY DOOR D 4 72 96 Y N +51.2 -54.6 - - 3 SIDELITE D 4 16 96 Y N +52.2 -56.8 - 4 SIDELITE D 5 16 96 Y N +52.2 -68.1 - - 5 SLIDER D 4 84 96 Y N +48.8 -53A +90.0 -90.0 6 AWNING WIN. D 5 30 36 Y N +54.9 -73.5 +90.0 -130.0 7 SLIDER D 4 84 96 Y N +48.8 -53.4 +90.0 -90.0 8 AWNING WIN. D 5 30 36 Y N +54.9 -73.5 +90.0 -130.0 9 SLIDER D 4 96 96 Y N +48.3 -53.0 +90.0 -90.0 10 DOOR D 5 36 96 Y N +51.8 -67.3 +90.0 -90.0 11 CURTAINWALL D 5 286 120 Y N +43.6 -50.9 +90.0 -90.0 12 DOOR D 5 36 96 Y N +51.8 -67.3 +90.0 -9DA 13 DOOR D 5 36 96 Y N +51.8 -67.3 +90.0 -90.0 14 CURTAINWALL D 5 286 120 Y N +43.6 -50.9 +90.0 -90.0 15 DOOR D 5 36 96 Y N +51.8 -67.3 +90.0 -90.0 16 PICTURE D 5 96 24 Y N +53.2 -70.2 +80.0 -80.0 17 PICTURE D 4 96 24 Y N +53.2 -57.9 +80.0 -80.0 18 DBL. CASEMENT D 4 48 48 Y N +53.2 -57.9 +90.0 -130.0 19 DBL. CASEMENT D 5 48 48 Y N +53.2 -70.2 +90.0 -130.0 20 FIXED -TRANSOM D 5 48 16 Y N +54.9 -73.5 +80.0 -80.0 21 PICTURE D 4 96 24 Y N +53.2 -57.9 +80.0 -80.0 22 PICTURE -ROUND D 4 36 36 Y N +54.9 -59.6 +80.0 -80.0 23 DOOR D 5 30 96 Y N +52.2 -68.1 +75.0 1 -75.0 24 DBL. CASEMENT D 1 5 48 48 Y N +53.2 -70.2 +90.0 -130.0 25 FIXED -TRANSOM D 1 5 48 16 Y N +54.9 -73.5 +80.0 -80.0 26 PICTURE D 1 4 96 24 Y N +53.2 -57.9 +80.0 -80.0 27 PICTURE -ROUND D 4 36 36 Y N +54.9 -59.6 +80.0 -80D 28 DOOR D 5 30 96 Y N +52.2 -68.1 +75.0 -75.0 29 FLOOD VENT D 5 16 8 Y N +54.9 -73.5 +100.0 -100.0 30 AWNING WIN. D 4 30 36 Y N +54.9 -59.6 +90.0 -130.0 31 PICTURE D 4 40 36 Y N +54.9 -59.6 +80.0 -80.0 32 AWNING WIN. D 4 32 48 Y N +54.7 -59.3 +90.0 -130.0 33 PICTURE D 4 104 24 Y N +53.0 -57.6 +80.0 -80.0 34 DBL. CASEMENT D 5 48 48 Y N +53.2 -70.2 +90.0 -130.0 35 FIXED -TRANSOM D 5 48 1 16 1 Y N +54.9 -73.5 +80.0 -80.0 36 PICTURE D 4 48 52 Y N +53.0 -57.6 +80.0 -80.0 37 PICTURE D 4 104 24 Y N +53.0 -57.6 +80.0 -80.0 38 DBL. CASEMENT D 5 48 48 Y N +53.2 -70.2 +90.0 -130.0 39 FIXED -TRANSOM p 5 48 16 Y N +54.9 -73.5 +80.0 -80.0 45'-3" (53.27) ,.K SCALE: OINT) $ CARIES 0 17.35) BEAM- FDEP) Q REVISIONS: I No: DATE COMMENTS & 06-19-19 BLDG. DEPT. REV, N W N t^ � cc Q p ~O d'Q �1. O> V Q �-o Lz q_:X Z ° Qc LU c) cc 4� 0 O X %FAN LL O •� QLLJ0 Q Qlz �a a oLi.° o Ln o LA LU LLI m J J Q U1 w O c0 C� q c0 w a W lD I 00 N Ln W �F Lu a v V � } 0 O Z o W Q N � N Q 0 � N O o rn 0 z ca U N -a Z U c o- > LLJ o 0U 3:w 00 Q) rn N J I U LL /� � F Q N 140 r; c \ N Ca tac F d cC � w � a w 0 a w 'OINT) Job Number: ARIES Drawn By: rss V) Date: 03-20-19 0 Sheet Number Z A-5 0 MATERIAL & COLOR SCHEDULE MARK DESCRIPTION MATERIAL COLOR ROOF PANELS - STANDING SEAM ALUMINUM MILL FINISH fe I U LOWER WALL BASE (1st FLOOR) STUCCO -'SAND FINISH' STUCCO 'LAVENDER MIST' #2070-60 II L�J MIDDLE WALL FAUX SIDING (2nd & 3rd) 'SIDING PATTERN SMOOTH/SAND FINISH' STUCCO 'LAVENDER MIST' #2070-60 WALL STUCCO BANDS / TRIM STUCCO -'SAND FINISH' STUCCO 'SNOW WHITE' #OC-66 I-'1 LfJ PORCH COLUMNS - MAIN STUCCO -'SAND FINISH' STUCCO 'SNOW WHITE' #OC-66 PORCH COLUMN BANDS STUCCO -'SAND FINISH' STUCCO 'SNOW WHITE' #OC-66 DOOR FRAMES & GLASS FRAME - ALUM. GLASS MFR. STD. BLACK MFR, STD. GRAY TINT WINDOW FRAMES & GLASS FRAME - ALUM. GLASS MFR. STD. BLACK MFR. STD. GRAY TINT GARAGE DOOR STEEL 'UNIVERSAL BLACK' #2118-10 FRONT ENTRY DOOR FIBERGLASS 'UNIVERSAL BLACK' #2118-10 ED BALCONY RAILINGS ALUMINUM 'UNIVERSAL BLACK' #2118-10 I �'I I I SOFFIT OUTLOOKERS STUCCO -'SAND FINISH' WOOD/FOAM STUCCO 'SNOW WHITE' #OC-66 DECORATIVE CORBELS & BRACKETS WOOD/FOAM STUCCO 'SNOW WHITE' #OC-66 0 DECORATIVE ALUMINUM GRILLES ALUMINUM 'UNIVERSAL BLACK' #2118-10 ® BAHAMA SHUTTERS ALUMINUM 'UNIVERSAL BLACK' #2118-10 GUTTERS & DOWNSPOUTS ALUMINUM PAINT TO MATCH ADJACENT WALL COLOR. 38'-' u T/ WA A_25'-6" V 3rd FL �22'-2" '� B/ P01 1�2'-2" 2nd R 9'-4-" B/TIE 1'-4" _IGA PRODUCT APPROVAL LIST PRODUCT TYPE MANUFACTURER APPROVAL NO. EXPIRES ALUMINUM ROOF PANEL DYNAMIC METALS FL # 21082.1 12-06-26 ROOFING UNDERLAYMENT OWENS CORNING FL # 9777.6 12-31-20 GARAGE DOOR DAB DOOR COMPANY N.O.A. 17-1108.30 02-22-20 ENTRY DOOR X X X CURTAINWALL TUBELITE INC. FL # 17035.3 12-31-20 CURTAINWALL DOOR TUBELITE INC. FL # 14563.1 12-31-20 SLIDING GLASS DOOR PGT INDUSTRIES N.O.A. 17-0420.12 02-17-20 FRENCH DOOR PGT INDUSTRIES N.O.A. 17-0504.01 10-18-22 FIXED'ROUND' WINDOW PGT INDUSTRIES N.O.A. 18-0430.05 02-19-24 FIXED'RECTANGLE' WINDOW PGT INDUSTRIES N.O.A. 18-0430.05 02-19-24 CASEMENT WINDOW PGT INDUSTRIES N.O.A. 17-0614-14 04-11-23 AWNING WINDOW PGT INDUSTRIES N.O.A. 17-0614.20 04-11-23 MULLION BARS PGT INDUSTRIES N.O.A. 17-0630.01 03-28-18 FLOOD VENT SMART VENT PRODUCTS, INC. FL # 5822.1 12-31-20 IMPACT PROTECTION NOTES: 1. ALL CLADDING, OPENINGS, WINDOWS, AND DOORS REQUIRE IMPACT RATING. 2. SUBMIT SHOP DRAWINGS, FL. PRODUCT APPROVAL, &/OR N.O.A. AS APPLICABLE, DESIGN CRITERIA 2017 FBC CHAPTER 16 & ASCE 7-10 HUTCHINSON ISLAND, ST. LUCIE COUNTY, FL V ult. WIND SPEED: 170 MPH EQUIV. BASIC WIND SPEED: 132 MPH RISKCATEGORY: 2 EXPOSURE: D MEAN HEIGHT: 42'-1" SLOPE: 5: 12 ENCLOSED STRUCTURE INTERNAL PRESSURE: ±0.18 OPENING DESIGN PRESSURE CHART MARK O OPENING TYPE EXP. ZONE OPENING SIZE (INCHES) IMPACT RATED SHUTTER REQ'D. REQUIRED PRESSURE TESTED PRESSURE WIDTH HEIGHT Y/N Y/N (+)PSF (-)PSF (+)PST I (-)PSF 1 GARAGE DOOR D 5 192 96 Y N +45.8 -55.3 +56.0 -64.0 2 ENTRY DOOR D 4 72 96 Y N +51.2 -54.6 - - 3 SIDELITE D 4 16 96 Y N +52.2 -56.8 - 4 SIDELITE D 5 16 96 Y N +52.2 -68.1 - - 5 SLIDER D 1 4 84 96 Y N +48.8 -53.4 +90.0 -90.0 6 AWNING WIN. D 5 30 36 Y N +54.9 -73.5 +90.0 -130.0 7 SLIDER D 4 84 96 Y N +48.8 -53.4 +90.0 j -90.0 8 AWNING WIN. D 5 30 36 Y N +54.9 -73.5 +90.0 -130.0 9 SLIDER D 4 96 96 Y N +48.3 -53.0 +90.0 -90.0 10 DOOR D 5 36 96 Y N +51.8 -67.3 +90.0 -90.0 11 CURTAINWALL D 1 5 286 120 Y N +43.6 -50.9 +90.0 -90.0 12 DOOR D 5 36 96 Y N +51.8 -67.3 +90.0 -90.0 13 DOOR D 5 36 96 Y N +51.8 -67.3 +90.0 -90.0 14 CURTAINWALL D 5 286 120 Y N +43.6 -50.9 +90.0 -90.0 15 DOOR D 5 36 96 Y N +51.8 -67.3 +90.0 -90.0 16 PICTURE D 5 96 24 Y N +53.2 -70.2 +80.0 -80.0 17 PICTURE D 4 96 24 Y N +53.2 -57.9 +80.0 -80.0 18 DBL. CASEMENT D 4 48 48 Y N +53.2 -57.9 +90.0 -130.0 19 DBL. CASEMENT D 5 48 48 Y N +53.2 -70.2 +90.0 -130.0 20 FIXED -TRANSOM D 5 48 16 Y N +54.9 -73.5 +80.0 -80.0 21 PICTURE D 4 96 24 Y N +53.2 -57.9 +80.0 -80.0 22 j PICTURE -ROUND D 4 36 36 Y N +54.9 -59.6 +80.0 -80.0 23 DOOR D 5 30 96 Y N +52.2 -68.1 +75.0 -75.0 24 DBL. CASEMENT D 5 48 48 Y N +53.2 -70.2 +90.0 -130.0 25 FIXED -TRANSOM D 5 48 16 Y N +54.9 -73.5 +80.0 -80.0 26 PICTURE D 4 96 24 Y N +53.2 -57.9 +80.0 -80.0 27 PICTURE -ROUND D 4 36 36 Y N +54.9 -59.6 1 +80.0 -80.0 28 DOOR D 5 30 96 Y N +52.2 -68.1 +75.0 -75.0 29 FLOOD VENT D 5 16 8 Y N +54.9 -73.5 +100.0 -100.0 30 AWNING WIN. D 4 30 36 Y N +54.9 -59.6 +90.0 -130.0 31 PICTURE D 4 40 36 Y N +54.9 -59.6 +80.0 -80.0 32 AWNING WIN. D 4 32 48 Y N +54.7 -59.3 +90.0 -130.0 33 PICTURE D 4 104 24 Y N +53.0 -57.6 +80.0 -80.0 34 DBL. CASEMENT D 5 48 48 Y N +53.2 -70.2 +90.0 -130.0 35 FIXED -TRANSOM D 1 5 48 16 Y N +54.9 -73.5 +80.0 -80.0 36 PICTURE D 4 48 52 Y N +53.0 -57.6 +80.0 -80.0 37 PICTURE D 4 104 24 Y N +53.0 -57.6 +80.0 -80.0 38 DBL. CASEMENT D 5 48 48 Y N +53.2 -70.2 +90.0 -130.0 39 FIXED -TRANSOM D 5 48 16 Y N +54.9 -73.5 +80.0 -80.0 45'-3" (53.02) j, ■ REVISIONS: No: DATE COMMENTS A-5 r1/4"=T 0 DOOR SCHEDULE w O p ROOM NAME a F_ O Q O 0 SIZE HARDWARE Z -.?-i. mO y Q WN REMARKS LA0 W YW � vY Ja 00 Lon > O O W Ovam¢v I- O _j a U Y U 2 O 20ui W pCL v) :Z 'S W�~ Y 1 GARAGE 101 E STL 160 8° 2" • STL OVERHEAD DOOR W/ FLOOD VENTS 2 FOYER 102 A FI 36 8° 1-3/4" • • • • • FI SIDELITES BOTH SIDES OF DOOR 3 CLOSET 105 G MA 26 80 1-3/8" • WD 4 LAUNDRY 106 K MA 54 81 1-3/8" • N/A PAIR OF BYPASS BARN -STYLE 5 ELEVATOR H MA 3° 6a 1-3/8" • • WD ELEV. DOOR W/ WD. PNL. TRANSOM 6 GARAGE 101 F MA 3° 80 1-3/8" • 1 • • 20 1 WD 7 CABANA BATH 108 J MA 1 28 80 1-3/8" • • N/A SINGLE BARN -STYLE 8 STORAGE 107 D AL 8° 80 1-1/2" • • • • • AL 9 BEDROOM #1 201 D AL 70 80 1-112" • • • • • AL 10 BEDROOM #1201 B AL 26 80 1-3/4" • • • • AL 11 CLOSET203 J MA 26 80 1-3/8" • N/A SINGLE BARN -STYLE 12 BATH #1 202 J MA 26 80 1-3/8" • • N/A SINGLE BARN -STYLE 13 BEDROOM #1 201 G MA 26 80 1-3/8' • • WD 14 BATH #2 204 J MA 26 80 1-3/8" 1 1 • • N/A SINGLE BARN -STYLE 15 CLOSET205 J MA 26 80 11-3/8" • N/A SINGLE BARN -STYLE 16 BEDROOM #2206 G MA 26 80 1-3/8' • • WD 17 POWDER ROOM 207 G MA 2' 8° 1-3/8" • • WD 18 ELEVATOR H MA 3 ° 6' 1-3/8" • • WD ELEV. DOOR W/ WD. PNL. TRANSOM 19 GREAT ROOM 211 C AL 3° 8° 1-3/4' • • • • AL 20 GREAT ROOM211 C AL 3° 8° 1-3/4" • • • • AL 21 BEDROOM #3301 D AL 1 7° 8° 1-1/2" • • • • • AL 22 BEDROOM #3301 B AL 1 261 8° 1-3/4" • • • • AL 23 CLOSET 303 K MA 6'1 80 1-3/8" • N/A PAIR OF BYPASS BARN -STYLE 24 BATH #3 302 1 MA 2'1 80 1-3/8" • • N/A SINGLE BARN -STYLE 25 BEDROOM #3301 G MA 28 80 1-3/8" • • WD 26 MECHANICAL305 G MA 24 80 1-3/8" • WD 27 WATER CLOSET308 G MA 26 80 1-3/8" • • WD 28 ELEVATOR H MA 30 68 1-3/8" • • WD ELEV. DOOR W/ WD. PNL. TRANSOM 29 MASTER BEDROOM 311 J MA 50 80 1-3/8" • • N/A SINGLE BARN -STYLE 30 MASTER BATH 310 J MA 50 80 1-3/S" • • N/A SINGLE BARN -STYLE 31 MASTER BEDROOM 311 C AL 3° 8° 1-3/4" • • • • AL 32 MASTER BEDROOM 311 C AL 3 ° 8 ° 1-3/4' • • • • AL DOOR MATERIAL LEGEND HM = HOLLOW METAL STL = STEEL AL = ALUMINUM FI = FIBERGLASS VI = VINYL/PVC WD = WOOD MA = MASONITE GL = GLASS WINDOW SCHEDULE MARK SIZE (W. X H.) TYPE IMPACT MATERIAL SUBSTRATE HEAD SILL FINISH TINT REF. DETAILS REMARKS A 48" X 48" W2 YES ALUMINUM CMU SEE ELEV. SEE ELEV. BLACK GRAY 4,6,7/A-6 B 96" X 24" W5 YES ALUMINUM CMU SEE ELEV. SEE ELEV. BLACK GRAY 4,6,7/A-6 C 96" X 24" W5 YES ALUMINUM CMU SEE ELEV. SEE ELEV. BLACK GRAY 4,6,7/A-6 D 30" X 36" W4 YES ALUMINUM CMU SEE ELEV. SEE ELEV. BLACK GRAY 4,6,7/A-6 E 30" X 36" W4 YES ALUMINUM CMU SEE ELEV. SEE ELEV. BLACK GRAY 4,6,7/A-6 F 36" 0 W6 YES ALUMINUM CMU SEE ELEV. SEE ELEV. BLACK GRAY 4,6,7/A-6 G 96" X 24' W5 YES ALUMINUM CMU SEE ELEV. SEE ELEV. BLACK GRAY 4,6,7/A-6 H 48" X 64" W3 YES ALUMINUM CMU SEE ELEV. SEE ELEV. BLACK GRAY 4,6,7/A-6 1 286" X 120" W7 YES ALUMINUM CMU SEE ELEV. SEE ELEV. BLACK GRAY 4,6,7/A-6 K 48" X 64" W3 YES ALUMINUM CMU SEE ELEV. SEE ELEV. BLACK GRAY 4,6,7/A-6 L 104" X 24" W5 YES ALUMINUM CMU SEE ELEV. SEE ELEV. BLACK GRAY 4,6,7/A-6 M 32" X 56" W1 YES ALUMINUM CMU SEE ELEV. SEE ELEV. BLACK GRAY 4,6,7/A-6 N 40" X 36" W5 YES ALUMINUM CMU SEE ELEV. SEE ELEV. BLACK GRAY 4,6,7/A-6 O 30" X 36" W4 YES ALUMINUM CMU SEE ELEV. SEE ELEV. BLACK GRAY 4,6,7/A-6 P 36" 0 W6 YES ALUMINUM CMU SEE ELEV. SEE ELEV. BLACK GRAY 4,6,7/A-6 Q 104" X 24" W5 YES ALUMINUM CMU SEE ELEV. SEE ELEV. BLACK GRAY 4,6,7/A-6 R 48" X 64" W3 YES ALUMINUM CMU SEE ELEV. SEE ELEV. BLACK GRAY 4,6,7/A-6 286' X 120' W7 YES ALUMINUM CMU SEE ELEV. SEE ELEV. BLACK GRAY 4,6,7/A-6 48" X 64" W3 YES ALUMINUM CMU SEE ELEV. SEE ELEV. BLACK GRAY 4,6,7/A-6 LT 104" X 24" W5 YES ALUMINUM CMU SEE ELEV. SEE ELEV. BLACK GRAY 4,6,7/A-6 40" X 36" W5 YES ALUMINUM CMU SEE ELEV. SEE ELEV. BLACK GRAY 4,6,7/A-6 x 6'--4„ LU EQUAL SEE SCHEDULE EQUAL SEE SCHEDULE SEE SCHEDULE SEE SCHEDULE ' ---T � REVISIONS: � No: DATE COMMENTS 0 a SEE SCHEDULE - 0 w _ ❑ w x U N U W F- U w I O w U U W W 0 LL 1� 7 EXTERIOR FRONT -ENTRY DOOR W/SIDELITES EXTERIOR FRENCH DOOR EXTERIOR CURTAINWALL DOOR EXTERIOR 2-PANEL (X X) SLIDING GLASS DOOR 0 IMPACT -RATED, LOW-E GLASS, ALUMINUM FRAME, ALUMINUM FRAME, ALUMINUM FRAME, IMPACT -RATED, LOW-E GLASS, E- GRAY TINT (SEA -TURTLE COMPLIANT) IMPACT -RATED, LOW-E GLASS, IMPACT -RATED, LOW-E GLASS, W/ INSECT SCREEN STEEL GARAGE DOOR, RAISED PANEL, W/ FLOOD VENTS FL # GRAY TINT (SEA -TURTLE COMPLIANT) GRAY TINT (SEA -TURTLE COMPLIANT) GRAY TINT (SEA -TURTLE COMPLIANT) IMPACT -RATED, EXTERIOR FACTORY FINISH W N _ N.O.A.17-0504.01 FL #14563.1 N.O.A.17-0420.12 N.O.A.17-1108.30 0 0 0 0 0 0 Q SEESCHEDULE SEESCHEDULE SEESCHEDULE SEE SCHEDULE * SEE SCHEDULE * O F Q db-1 w ❑ W 2 w 4. 0 aC ft'j,Mo o3 0 -z WLU c = w ❑ v , W W W o x cc 4J. o 0 0 = W\= a W0 az SOLID CORE MASONITE HOLLOW CORE MASONITE HOLLOW CORE MASONITE HOLLOW CORE MASONITE HOLLOW CORE MASONITE DOUBLE BYPASS BARN STYLE DOOR/TRACK, L • a 00 1 '+ PRE-HUNG/SWING, PRE-HUNG/SWING, PRE-HUNG/SWING, SINGLE BARN STYLE DOOR/TRACK, 0 WOOD GRAIN, PAINT GRADE WOOD GRAIN, PAINT GRADE WOOD GRAIN, PAINT GRADE WOOD GRAIN, PAINT GRADE WOOD GRAIN, PAINT GRADE a O SELF -CLOSING HINGES, W/ 16" H. TRANSOM O 20-MIN FIRE -RATED WOOD OR STAINED GLASS 1 A `+ U 0 F G H J O K O W 1 LU In DOOR TYPES D N.T.S. 0 7 WLU A-6 m SEE SCHEDULE 722WSA *SEE SCHEOULE -- A 6 SEE SCHEDULE 6 SEESCHEDULE A S SEE SCHEDULE A S SEESCHEDULE W A / 00 L00 I w 4 w 1 w 1 x vUi 4 A 6 x vUi 4 A-6 N 4 A i x vUi / A-6 x 1 A-5 xk vvi A-5 N W H W VI \ / W W W W w W �✓ N c l0 u, 2 i u SINGLE CASEMENT (X) DOUBLE CASEMENT (X-X) DOUBLE CASEMENT (X-X) W/ FIXED TRANSOM ABOVE AWNING (X) FIXED PICTURE WINDOW FIXED WINDOW ALUMINUM FRAME, IMPACT -RATED ALUMINUM FRAME, IMPACT -RATED ALUMINUM FRAME W/ ALUMINUM TUBE MULLION ALUMINUM FRAME, IMPACT -RATED ALUMINUM FRAME, IMPACT -RATED ALUMINUM FRAME, IMPACT -RATED O DOUBLE -PANE INSULATED DOUBLE -PANE INSULATED IMPACT -RATED DOUBLE -PANE INSULATED DOUBLE -PANE INSULATED DOUBLE -PANE INSULATED DOUBLE -PANE INSULATED v) LOW-E GLASS, W/ INSECT SCREEN LOW-E GLASS, W/ INSECT SCREEN LOW-E GLASS, W/ INSECT SCREEN LOW-E GLASS, W/ INSECT SCREEN LOW-E GLASS, LOW-E GLASS, 0 L - RAY TINT (SEA -TURTLE COMPLIANT) GRAY TINT (SEA -TURTLE COMPLIANT) GRAY TINT (SEA -TURTLE COMPLIANT) GRAY TINT (SEA -TURTLE COMPLIANT) GRAY TINT (SEA -TURTLE COMPLIANT) GRAY TINT (SEA -TURTLE COMPLIANT) W/ OPENING LIMITING DEVICE W/ OPENING LIMITING DEVICE W/ OPENING LIMITING CREVICE W/ OPENING LIMITING DEVICE N.O.A. 18-0430.05 N.O.A. 18-0430.05Jc: O Z N.O.A.17-0614.14 N.O.A.17-0614.14 N.O.A.17-0614.14 & 18-0430.05 & 17-0630.01 N.O.A.17-0614.20 Q W1 W2 W3 W4 WS W6 O LU H ro 23'-10" N Q +_ '— = 0 to C X O o m0 o X A-6 z ro U A-6 N a r -----� N-----—� U a° iz OW a lf r Y U / f 0 o / \ d U ?rw 00 rm co I i 1 I Q o III:/ II ll: �'llI p �LU© LL N \ T-5" EQUAL EQUAL EQUAL EQUAL T' 5" / ci W) Lil/ N a p / / a \ I I r w Job Number: I \ I / Drawn By: rss H LA DOOR UNDER SEPARATE SINGLE -SPAN CURTAIN WALL SYSTEM DOOR UNDER SEPARATE Date: 03-20-19 0 APPROVAL (FL #14563.1) ALUMINUM FRAME, IMPACT -RATED APPROVAL (FL #14563.1) Sheet Number Z REFER TO DOOR SCHEDULE. DOUBLE -PANE INSULATED LOW-E GLASS, REFER TO DOOR SCHEDULE. GRAY TINT (SEA -TURTLE COMPLIANT) 3 FLORIDA APPROVAL # 17035.3 WINDOW TYPES N.T.S. " - WINDOW MFR. TO SUBMIT SHOF DWGS. TO SHOW FASTENING & ENGINEERING PER LATEST CODE. STUCCO RETURNS, TYP. EXTERIOR SEALANT, TYP. EXTERIOR WALL STUCCO & BANDS TEXTURED & PAINTED PER ELEVATIONS/PLANS SOLID CONCRETE @ PERIMETER, FILLED CMU OR LOURED CONC., PER PLANS. INTERIOR 1 1/2" MIN. ANCHOR CAULK JOINT EMBEDMENT TYP 1/4" MAX. SHIM, PROVIDE.,, ; r� P.T. WOOD BUCKS AS NECESSARY, VERIFY W/ PRODUCT APPROVALS. I'�\ VERIFY RETURNS, CASINGS, SILL, 1" (R-5) RIGID FOAM BOARD MATERIALS & PROFILES W/ OWNER. INSULATION CONT. TYP. AROUND I'MIMETER. 5/8" DRYWALL ON 1X3 FURRING PROVIDE FLUID APPLIED SEAMLESS WATERPROOF STRIPS @ 16" O.C., FINISHED & PAINTED PER FINISH SCHEDULE. COATING/MEMBRANE AROUND ENTIRE OPENING. MIN. 1X3 FURRING STRIPS TYP. IMPACT -RATED WINDOW, CONFIRM ALL CONT. AROUND PERIMETER. DETAILS & REQUIREMENTS W/ WINDOW MFR. 1 EXTERIOR WINDOW JAMB AT MASONRY WALL A_7 NOTE: AS APPLICABLE THE PRODUCT APPROVAL OR N.O.A. SCALE: 3" = V-0" GOVERNS AS THE MIN. INSTALLATION REQUIREMENTS. SLIDING DOOR MFR. TO SUBMIT SHOP DWGS. TO SHOW FASTENING & ENGINEERING PER LATEST CODE. EXTERIOR SEALANT, TYP. EXTERIOR N WALL STUCCO & BANDS TEXTURED & PAINTED PER ELEVATIONS/PLANS SOLID CONCRETE @ PERIMETER, FILLED CMU OR �POURED CONC., PER PLANS. INTERIOR 1 1/2' MIN ANCHOR EMBEDMENT TYP. CAULK JOINT s 1/4" MAX. SHIM, PROVIDE P.T. WOOD BUCKS AS NECESSARY, VERIFY W/ PRODUCT APPROVALS. 1" (R-5) RIGID FOAM BOARD DRYWALL OR WOOD RETURNS INSULATION CONT. v & CASINGS, AROUND PERIMETER, CONFIRM 5/8" DRYWALL ON 1X3 FURRING MATERIAL & PROFILES W/ OWNER. STRIPS @ 16" O.C., FINISHED & PROVIDE FLUID APPLIED SEAMLESS WATERPROOF PAINTED PER FINISH SCHEDULE. COATING/MEMBRANE AROUND ENTIRE OPENING. MIN. 1X3 FURRING STRIPS TYP. IMPACT -RATED SLIDING GLASS DOOR, CONFIRM CONT. AROUND PERIMETER. ALL DETAILS & REQUIREMENTS W/ DOOR MFR. 4 EXTERIOR SLIDING GLASS DOOR JAMB A_7 NOTE: AS APPLICABLE THE PRODUCT APPROVAL OR N.O.A. SCALE: 3" = 1'-0 GOVERNS AS THE MIN. INSTALLATION REQUIREMENTS. PRE -CAST LINTEL, SEE MASONRY — OPENING & LINTEL SCHEDULES. WALL STUCCO & BANDS TEXTURED & PAINTED PER ELEVATIONS/PLANS. B/�SEE SCHEDULE HEADER — STUCCO RETURNS, TYP.------- EXTERIOR SEALANT, TYP.----� EXTERIOR WINDOW MFR. TO SUBMIT SHOF DWGS. TO SHOW FASTENING & ENGINEERING PER LATEST CODE. EXTERIOR SEALANT, TYP. SLOPE SILL MIN. 1/8" CONT. SILL FLASHING. SEE SCHEDULE— T/ S� ILL WALL STUCCO & BANDS TEXTURED & PAINTED PER ELEVATIONS/PLANS. MIN. 4" H. POURED CONC. SILL W/- (1) #5 CONT. (MAX. 8" H. ALLOWED) FIELD VERIFY FINAL SILL HEIGHT. MASON TO PROVIDE CAVITY CAPS.- Cl 1" (R-5) RIGID FOAM BOARD DOOR MFR. TO SUBMIT SHOP— DWGS. TO SHOW FASTENING & ENGINEERING PER LATEST CODE. STUCCO RETURNS, TYP. EXTERIOR SEALANT, TYP. \ EXTERIOR WALL STUCCO & BANDS TEXTURED & PAINTED PER ELEVATIONS/PLANS. SOLID CONCRETE @ PERIMETER, FILLED CMU ORbOURED CONC., PER PLANS. INTERIOR o THRESHOLD SET 1 1/2" MIN. ANCHOR IN SEALANT, TYP. EMBEDMENT TYP. CAULK JOINT 1/4" MAX. SHIM, PROVIDE P.T. WOOD BUCKS AS NECESSARY, VERIFY W/ PRODUCT APPROVALS. 1" (R-5) RIGID FOAM BOARD WOOD RETURNS & CASINGS, INSULATION CONT. TYP. AROUND PERIMETER. CONFIRM MATERIAL & PROFILES W/ OWNER. 5/8" DRYWALL ON 1X3 FURRING STRIPS @ 16" O.C., FINISHED & ERPR F PROVIDE FLUID APPLIED SEAMLESS WATERPROOF PAINTED PER FINISH SCHEDULE. COATING/MEMBRANE AROUND ENTIRE N MIN. 1X3 FURRING STRIPS TYP. IMPACT -RATED FRENCH DOOR, CONFIRM CONT. AROUND PERIMETER. ALL DETAILS & REQUIREMENTS W/ DOOR MFR. 2 EXTERIOR DOORJAMB AT MASONRY WALL A_7 NOTE: AS APPLICABLE THE PRODUCT APPROVAL OR N.O.A. SCALE: 3" = V-P GOVERNS AS THE MIN. INSTALLATION REQUIREMENTS. EXTERIOR 5/8" TH. STUCCO RETURNS, TYP. EXT. SEALANT, TYP. DOOR GASKET —�, PER DOOR MFR. WALL STUCCO & BANDS TEXTURED & PAINTED PER ELEVATIONS/PLANS. SOLID CONCRETE @ PERIMETER, FILLED CMU OR POURED CONC., PER PLANS. I �— 3" X 3" X 1/4" GALV. WASHERS W/ 1/2"0 X 4" L. EXP. ANCHORS OR PER PRODUCT APPROVALS. iL (SPACE EQUALLY, 16" O.C. MAX. AND MAX. 6" FROM ENDS). GARAGE DOOR MFR. TO SUBMIT MIN. 2X8 P.T. WD. BUCK, FULL HT. SHOP DWGS. TO SHOW FASTENING MOUNTING CLIPS & ANCHORS ENGINEERING PER LATEST CODE. PER DOOR SHOP DRAWINGS. 3 GARAGE DOOR JAMB DETAIL A_7 NOTE: AS APPLICABLE THE PRODUCT APPROVAL OR N.O.A. SCALE: 3" = Y-0" GOVERNS AS THE MIN. INSTALLATION REQUIREMENTS, SEE DETAILS THIS SHEET. A-7 WOOD CASINGS, TYP. WINDOW WIDTH CONFIRM MATERIAL & 3" MAX. 3" MAX. CAULK PROFILES W/ OWNER. '-'--' SHIM GAP 5/8" GYP. BD., PAINTED. PRE -HUNG � -a _ xQ � WOOD IAMB CAULK n I I TYPICAL ATTACHMENT: WOOD STOP ! 1/4" X 3 1/2" TAPCONS @ = I I 12" O.C. THRU P.T. 1X WOOD p BUCK W/ MIN. 1 1/2" CONC. Z EMBED. 3" MAX. FROM ENDS. CAULK�� 3 3-5/8" X 25 GA. ¢ SEE DETAILS DOOR R.O. METAL STUDS @ 16" O.C. U A_7 THIS SHEET, VERIFY W/ MFR.42 X 4 WOOD BLOCKING L — J PROVIDE 5" DOOR RETURNS WHERE POSSIBLE TYP., 4" MIN. REQUIRED. FINAL FASTENING SHALL BE PER THE WINDOW MFR. PRODUCT APPROVALS OR N.O.A. AS APPLICABLE. 5 INTERIOR DOOR JAMB 6 TYP. WINDOW ATTACHMENT A_7 SCALE: 3" = 7'-0" A-7 N.T.S. INSULATION CONT. 1" (R-5) RIGID FOAM BOARD 5/8" DRYWALL ON 1X3 FURRING INSULATION CONT. STRIPS @ 16" O.C., FINISHED & - 5/8" DRYWALL ON 1X3 FURRING PAINTED PER FINISH SCHEDULE. PRE -CAST LINTEL, SEE MASONRY STRIPS @ 16" O.C., FINISHED & 1/4" MAX. SHIM, PROVIDE OPENING & LINTEL SCHEDULES. PAINTED PER FINISH SCHEDULE. P.T. WOOD BUCKS AS - 1/4" MAX. SHIM, PROVIDE NECESSARY, VERIFY W/ WALL STUCCO & BANDS TEXTURED R.T. WOOD BUCKS AS PRODUCT APPROVALS. & PAINTED PER ELEVATIONS/PLANS. • NECESSARY, VERIFY W/ MIN, 1X3 FURRING STRIPS PRODUCT APPROVALS. CONT. AROUND PERIMETER. SEE SCHEDULE MIN. 1X3 FURRING STRIPS VERIFY RETURNS, CASINGS, READER /� CONT. AROUND PERIMETER. MATERIALS & PROFILES W/ OWNER. EXTERIOR SEALANT, TYP. VERIFY RETURNS, CASINGS, TYP. AROUND PERIMETER. MATERIALS & PROFILES W/ OWNER. CAULK JOINT TYP. AROUND PERIMETER. - CAULK JOINT INTERIOR EXTERIOR INTERIOR 1/4" MAX. SHIM, PROVIDE P.T. WOOD BUCKS AS SLIDING DOOR MFR. TO SUBMIT SHOP NECESSARY, VERIFY W/ DWGS. TO SHOW FASTENING & PRODUCT APPROVALS. ENGINEERING PER LATEST CODE. CAULKJOINT WINDOW SILL TYP. VERIFY W/ OWNER. DOOR TRACK SET IN CONT. FINISH FLOORING, PROVIDE CAULK JOINT CONT. BEAD OF SEALANT, TYP. RISER ACCORDINGLY. VERIFY W/ FASTEN PER SHOP DRAWINGS. OWNER & FLOORING CONTRACTOR. MIN. 1X3 FURRING STRIPS CONT. AROUND PERIMETER. MAX. 1/4" NON -SHRINK GROUT. 5/8" DRYWALL ON 1X3 FURRING STRIPS @ 16" O.C., FINISHED & PROVIDE BUILT -OUT STUCCO a. 3/4" TO 1 1/2" D. X ±8" W. PAINTED PER FINISH SCHEDULE. AS REQ'D. AT THRESHOLDS. DOOR TRACK RECESS 1" (R-5) RIGID FOAM BOARD CONFIRM WIDTH & DEPTH INSULATION CONT. W/ DOOR MFR., OWNER, & FLOORING CONTRACTOR. TYP. IMPACT -RATED WINDOW, CONFIRM ALL PROVIDE FLUID APPLIED SEAMLESS WATERPROOF DETAILS & REQUIREMENTS W/ WINDOW MFR. COATING/MEMBRANE AROUND ENTIRE OPENING. TYP. IMPACT -RATED SLIDING GLASS DOOR, CONFIRM PROVIDE FLUID APPLIED SEAMLESS WATERPROOF ALL DETAILS & REQUIREMENTS W/ DOOR MFR. COATING/MEMBRANE AROUND ENTIRE OPENING. 7 WINDOW HEAD/SILL DETAIL AT MASONRY WALL B TYPICAL SLIDING GLASS DOOR HEAD/THRESHOLD A_7 NOTE: AS APPLICABLE THE PRODUCT APPROVAL OR N.O.A. SCALE: 1 712" = 1'-0" A_7 NOTE: AS APPLICABLE THE PRODUCT APPROVAL OR N.O.A. SCALE: 1 7/2" = V-0" GOVERNS AS THE MIN. INSTALLATION REQUIREMENTS. GOVERNS AS THE MIN. INSTALLATION REQUIREMENTS. CEILING FRAMING, SEE CEILING PLANS FOR DETAILS. SEE SCHEDULE r CEILING HEIGHT BATT INSUL. TYP. THROUGHOUT CEILING 5/8" DRYWALL, PAINTED CONFIRM FINISH/TEXTURE. 25 GA. TOP TRACK 3-5/8" MTL. STUDS 16" O.C., 25 GA. 5/8" GYP. BD. BOTH SIDES, CONFIRM FINISH/TEXTURE, PAINTED, TYP. SEE FINISH SCHEDULE PROVIDE (R-11) 3-1/2" BATT INS. WHERE SHOWN, ON PLANS, FULL HEIGHT, 25 GA, BOTTOM TRACK BASE PER FINISH SCHEDULE. 0'-0-0" FLOOR PER FINISH SCHEDULE. `r FIN. FLOOR TYP. INTERIOR NON -BEARING 9 METAL STUD WALL SECTION A-7 SCALE. 1" = 1'-0= i,_0" ALUMINUM STANDING SEAM — ROOF PANELS, 20 GA. TYP. SEE ELEVATIONS FOR SPECS. SELF -ADHERING UNDERLAYMENT PROVIDE SUBMITTALS. 5/8" CDX PLYWOOD SHEATHING. - HURRICANE ANCHORS PER ROOF FRAMING PLAN. 38'-10.' 46.85 ILL ALUM. ---- ALUM. DRIP FLASHING PER ROOF PANEL MFR. 1x4 DRIP & 2x8 FASCIA HARDIE BOARD, PAINTED. 5/8" STUCCO SOFFIT, OVER HI -RIB LATH, PAINTED. SOFFIT VENTS 6" X 14" AT 8'-0" O.C. OR 2" CONT. VENT PROVIDE SUBMITTALS. FOAM/STUCCO OUTLOOKER. 12 5�/ 10" (R-30 BATT. INSUL., TYP. PRE-ENGINEERED WOOD TRUSSES @ 24" O.C. SEE TRUSS ENGINEERING FOR LAYOUT AND DETAILS. 5/8" DRYWALL CEILING, TYP. CONFIRM FINISH/TEXTURE. REFER TO STRUCTURAL DRAWINGS FOR BOND BEAM LOCATIONS & DETAILS. 1/2" DRYWALL, PAINTED ON 1 X 3 P.T. WD. FURRING @ 16" O.C. OVER CONT. 3/4" (R-5) RIGID BOAR 5/8" STUCCO, PAINTED. INSULATION (TAPE ALL SEAMS). CONFIRM FINISH/TEXTURE CONFIRM FINISH/TEXTURE W/ OWNER, TYP. STD. 8" MASONRY WALL W/ DUR-O-WALL HORIZ. REINF. EVERY OTHER COURSE. 1 X 3 P.T. WD NAILER, TYP. #6 DOWELS @ EACH FILLED SEE FINISH SCHEDULE FOR CELL PER STRUCTURAL PLANS. BASE & FLOORING. PROVIDE STD. 90°ACI HOOK. LAP 48 BAR DIAMETERS MIN. 8" HOLLOW CORE PANEL W/ 3" CONC. TOPPING. SEE SHOP STUCCO BAND, TYP. DRAWINGS & ENGINEERING SEE DETAIL. 2525'-6" (33.52) 2 FOR LAYOUT AND DETAILS. 3rd FLOOR F.F. 24' 44" T/ BOND BEAM — REFER TO STRUCTURAL — DRAWINGS FOR BOND BEAM LOCATIONS & DETAILS. 5/8" STUCCO, PAINTED. CONFIRM FINISHITEXTURE STD. 8" MASONRY WALL W/ DUR-O-WALL HORIZ. REINF. EVERY OTHER COURSE. #6 DOWELS @ EACH FILLED CELL PER STRUCTURAL PLANS. \ PROVIDE STD. 900 ACI HOOK. LAP 48 BAR DIAMETERS MIN. STUCCO BAND, TYP. SEE DETAIL. 12'-2�" (20.18 �' 2nd FLOOR F.F. � F T/TIEBE& - - 9'-4"(17(17.35) _ B/ TIE BEAM (B/ LOWEST BEAM) REFER TO STRUCTURAL DRAWINGS FOR CONC. TIE BEAM LOCATIONS & DETAILS. RECEIVE[ „FIRM FINISH/TEXTURE STUCCO, PAINTED. NFIRM FINISH/TEXTURE JUL 3 2019 18 a Permitting Department s-6 St. Lucie County, FL BREAKAWAY WALL SEE m SEE DETAIL 18/S-6. 1st FLOOR F.F. i T/GRADE BEAM STUCCO EXTENDS MIN. 8"- BELOW FINAL GRADE, 3 1/2" (R-11) BATT. INSUL., TYP. 5/8" DRYWALL, PAINTED ON SUSPENDED FRAMING. SEE CEILING PLANS FOR DETAILS. 1 X 3 P.T. WD NAILER, TYP. 112" DRYWALL, PAINTED ON 1 X 3 P.T. WD. FURRING @ 16" O.C. OVER CONT. 3/4" (R-5) RIGID BOAR INSULATION (TAPE ALL SEAMS). CONFIRM FINISH/TEXTURE W/ OWNER, TYP. 1 X 3 P.T. WD NAILER, TYP. SEE FINISH SCHEDULE FOR BASE & FLOORING. 8" HOLLOW CORE PANEL W/ 3" CONC. TOPPING, SEE SHOP DRAWINGS & ENGINEERING FOR LAYOUT AND DETAILS. 3 1/2" (R-11) BATT. INSUL., TYP. 5/8" DRYWALL, PAINTED ON SUSPENDED FRAMING. SEE CEILING PLANS FOR DETAILS. 1 X 3 P.T. WD NAILER, TYP. ■Uj Q REVISIONS: No: DATE COMMENTS 0 Q2 06-19-19 BLDG. DEPT. REV, 0 Z W (Y 7 F- U LU F T U W " F 1 LL N0 F W N N O z Ll� � � Q Zo o�I- V Q �-,, M o m O CcW D 7 � O 4.0 O Z Cc�\� O �'W0 0 z co Ot a O �J Lo 0 W 7 0 LU C1 J J tV M D N W 0 0o t �� W W N I F Q L 00 F- cLLI Ln = U } E� COMp����� a rcoul0 ': U Cie s . �.V BOcC L � 00 0 O Z W Q O N Q N ) 0 � ioa/ Y V {y L O O M0 v Z MU °' -° Z N U c 0— � U_ Q 1/2" DRYWALL, PAINTED ON D 1 X 3 P.T. WD. FURRING @ 16" O.C. ' D O U OVER CONT. 3/4" (R-5) RIGID BOARD CD UJ INSULATION (TAPE ALL SEAMS). — 00 (- CONFIRM FINISH/TEXTURE N Y - W/ OWNER, TYP. N . ° U Y 1 X 3 P.T. WD NAILER, TYP. Q SEE FINISH SCHEDULE FOR --. 0 BASE & FLOORING. LL ts— oc 0 0 0PO r- 0 b� I- REFER TO FOUNDATION DRAWINGS `, N Z,/a C� (SHEETS S-1, S-2, S-3) BY CSM ENGINEERING, FOR FOUNDATION, GRADE BEAM, SLAB & /1 O AUGER PILE REQUIREMENTS & DETAILS. w LL n TYPICAL EXTERIOR WALL SECTION a LJ Job Number: Drawn By: rss U - Date: 03-20-19 Sheet Number Z ALL ELEVATIONS SHOWN Q REFERENCED TO NAVD-88. — 0 WINDOW MFR. TO SUBMIT SHOP —WALL STUCCO & BANDS TEXTURED DOOR MFR. TO SUBMIT SHOP WALL STUCCO & BANDS TEXTURED DWGS. TO SHOW FASTENING & & PAINTED PER ELEVATIONS/PLANS. DWGS. TO SHOW FASTENING & & PAINTED PER ELEVATIONS/PLANS. ENGINEERING PER LATEST CODE. STUCCO RETURNS, TYP. EXTERIOR SEALANT, TYP. SOLID CONCRETE @ PERIMETER, FILLED CMU OR�OURED CONC., PER PLANS. ENGINEERING PER LATEST CODE. STUCCO RETURNS, TYP. EXTERIOR SEALANT, TYP. SOLID CONCRETE @ PERIMETER, FILLED CMU OR�OURED CONC., PER PLANS. EXTERIOR EXTERIOR INTERIOR INTERIOR o 11 2' M IN. ANCHOR / THRESHOLD SET 1 1 2" MIN. ANCHOR / CAULK JOINT EMBEDMENT TYP IN SEALANT, TYP. EMBEDMENT TYP 1/4" MAX. SHIM, PROVIDE S` CAULK JOINT P.T. WOOD BUCKS AS 1/4" MAX. SHIM, PROVIDE NECESSARY, VERIFY W/ P.T. WOOD BUCKS AS PRODUCT APPROVALS. NECESSARY, VERIFY W/ 1" (R-5) RIGID FOAM BOARD PRODUCT APPROVALS. 1" (R-5) RIGID FOAM BOARD VERIFY RETURNS, CASINGS, SILL, INSULATION CONT. WOOD RETURNS & CASINGS, INSULATION CONT. MATERIALS &PROFILES W/ OWNER, TYP. AROUND PERIMETER. CONFIRM TYP. AROUND PERIMETER. 5/8" DRYWALL ON 1X3 FURRING MATERIAL & PROFILES W/ OWNER. 5/8" DRYWALL ON 1X3 FURRING STRIPS @ 16" O.C., FINISHED & STRIPS @ 16" O.C., FINISHED & PROVIDE FLUID APPLIED SEAMLESS WATERPROOF PAINTED PER FINISH SCHEDULE. PROVIDE FLUID APPLIED SEAMLESS WATERPROOF I PAINTED PER FINISH SCHEDULE. COATING/MEMBRANE AROUND ENTIRE OPENING. COATING/MEMBRANE AROUND ENTIRE OPENING. MIN. 1X3 FURRING STRIPS MIN. 1X3 FURRING STRIPS TYP. IMPACT -RATED WINDOW, CONFIRM ALL CONT. AROUND PERIMETER. TYP. IMPACT -RATED FRENCH DOOR, CONFIRM CONT. AROUND PERIMETER. DETAILS & REQUIREMENTS W/ WINDOW MFR. ALL DETAILS & REQUIREMENTS W/ DOOR MFR. 1 EXTERIOR WINDOW JAMB AT MASONRY WALL 2 EXTERIOR DOORJAMB AT MASONRY WALL A_7 NOTE: AS APPLICABLE THE PRODUCT APPROVAL OR N.O.A. SCALE: 3" = Y-0" A-7 NOTE: AS APPLICABLE THE PRODUCT APPROVAL OR N.O.A. SG GOVERNS AS THE MIN. INSTALLATION REQUIREMENTS. GOVERNS AS THE MIN. INSTALLATION REQUIREMENTS. SLIDING DOOR MFR, TO SUBMIT SHOP WALL STUCCO & BANDS TEXTURED DWGS. TO SHOW FASTENING & & PAINTED PER ELEVATIONS/PLANS. ENGINEERING PER LATEST CODE. EXTERIOR SEALANT, TYP. SOLID CONCRETE @ PERIMETER, EXTERIOR FILLED CMU OR�POURED CONC., PER PLANS. WOOD CASINGS, TYP. CONFIRM MATERIAL & CAULK PROFILES W/ OWNER. SHIM GAP 5/8" GYP. BD., PAINTED. • PRE -HUNG _ _ WOOD JAMB CAULK INTERIOR 1 1/2" MIN. ANCHOR WOOD STOP EMBEDMENT TYP. CAULK JOINT 1/4" MAX. SHIM, PROVIDE P.T. WOOD BUCKS AS CAULK------' m NECESSARY, VERIFY W/ PRODUCT APPROVALS. 1 (R 5) RIGID FOAM BOARD DOOR R.O. 3-5/8" X 25 GA. DRYWALL OR WOOD RETURNS INSULATION CONT. METAL STUDS @ 16" O.C. & CASINGS, AROUND PERIMETER. CONFIRM VERIFY %/ MFR. MATERIAL & PROFILES W/ OWNER. DRYWALL ON FURRING 5/8"STRIPS 2 X 4 WOOD BLOCKING FIN STRIPS @ 16" O.C., FINISHED & PROVIDE FLUID APPLIED SEAMLESS WATERPROOF PAINTED PER FINISH SCHEDULE. PROVIDE 5" DOOR RETURNS WHERE COATING/MEMBRANE AROUND ENTIRE OPENING. MIN. 1X3 FURRING STRIPS POSSIBLE TYP., 4" MIN. REQUIRED. TYP. IMPACT -RATED SLIDING GLASS DOOR, CONFIRM CONT. AROUND PERIMETER. ALL DETAILS &REQUIREMENTS W/ DOOR MFR. 4 EXTERIOR SLIDING GLASS DOOR JAMB 5 INTERIOR DOOR JAMB B A_7 NOTE: AS APPLICABLE THE PRODUCT APPROVAL OR N.O.A.SCALE: 3" = V-0" A_7 SCALE. • 3" = V-0" GOVERNS AS THE MIN. INSTALLATION REQUIREMENTS. PRE -CAST LINTEL, SEE MASONRY — OPENING & LINTEL SCHEDULES. WALL STUCCO &BANDS TEXTURED & PAINTED PER ELEVATIONS/PLANS SEE SCHEDULE B/� HEADER — STUCCO RETURNS, TYP. EXTERIOR SEALANT, TYP.---� EXTERIOR WINDOW MFP, TO SUBMIT SHOF DWGS. TO SHOW FASTENING & ENGINEERING PER LATEST CODE. EXTERIOR SEALANT, TYP. SLOPE SILL MIN. CONT. SILL FLASHING ,j� SEE SCHEDULE— T/ SV ILL WALL STUCCO & BANDS TEXTURED - & PAINTED PER ELEVATIONS/PLANS. MIN. 4" H. POURED CONC. SILL W/— (1) #5 CONT. (MAX. 8" H. ALLOWED) FIELD VERIFY FINAL SILL HEIGHT. MASON TO PROVIDE CAVITY CAPS.— L` 1" (R-5) RIGID FOAM BOARD INSULATION CONT. 5/8" DRYWALL ON 1X3 FURRING STRIPS @ 16" O.C., FINISHED & PAINTED PER FINISH SCHEDULE. 1/4" MAX. SHIM, PROVIDE P.T. WOOD BUCKS AS NECESSARY, VERIFY W/ PRODUCT APPROVALS. MIN. 1X3 FURRING STRIPS CONT. AROUND PERIMETER. VERIFY RETURNS, CASINGS, MATERIALS & PROFILES W/ OWNER. TYP, AROUND PERIMETER. CAULK JOINT INTERIOR 1/4" MAX. SHIM, PROVIDE P.T. WOOD BUCKS AS NECESSARY, VERIFY W/ PRODUCT APPROVALS. CAULK JOINT WINDOW SILL TYP. VERIFY W/ OWNER. CAULKJOINT MIN. 1X3 FURRING STRIPS CONT. AROUND PERIMETER. 5/8" DRYWALL ON 1X3 FURRING STRIPS @ 16" O.C., FINISHED & PAINTED PER FINISH SCHEDULE. 1" (R-5) RIGID FOAM BOARD INSULATION CONT. TYP. IMPACT -RATED WINDOW, CONFIRM ALL PROVIDE FLUID APPLIED SEAMLESS WATERPROOF DETAILS & REQUIREMENTS W/ WINDOW MFR. COATING/MEMBRANE AROUND ENTIRE OPENING. 7 WINDOW HEAD/SILL DETAIL AT MASONRY WALL A_7 NOTE: AS APPUCABLE THE PRODUCT APPROVAL OR N.O.A SCALE: 1 1/2" = 1'-0" GOVERNS AS THE MIN. INSTALLATION REQUIREMENTS PRE -CAST LINTEL, SEE MA OPENING & LINTEL SCHEI WALL STUCCO & BANDS' & PAINTED PER ELEVATIO B/�SEE SCHEDULE — EXTERIOR SEALANT, TY EXTERIOR 5/8" TH. STUCCO RETURNS, TYP. EXT. SEALANT, TYP. DOOR GASKET—-, PER DOOR MFR. WALL STUCCO & BANDS TEXTURED & PAINTED PER ELEVATIONS/PLANS. SOLID CONCRETE @ PERIMETER, FILLED CMU OR POURED CONC., PER PLANS. I �-3" X 3" X 1/4" GALV. WASHERS W/ 1/2"0 X 4" L. EXP. ANCHORS OR PER PRODUCT APPROVALS. IF A (SPACE EQUALLY, 16" O.C. MAX. AND MAX. 6" FROM ENDS). GARAGE DOOR MFR, TO SUBMIT MIN. 2X8 P.T. WD. BUCK, FULL HT. SHOP DWGS. TO SHOW FASTENING MOUNTING CLIPS & ANCHORS ENGINEERING PER LATEST CODE. PER DOOR SHOP DRAWINGS. _ 3 GARAGE DOOR JAMB DETAIL = V-0" A_7 NOTE: AS APPLICABLE THE PRODUCT APPROVAL OR N.O.A. SCALE. 3" = Y-0" GOVERNS AS THE MIN. INSTALLATION REQUIREMENTS. ALUMINUM STANDING SEAM ROOF PANELS, 20 GA. TYP. SEE ELEVATIONS FOR SPECS. 12 SELF -ADHERING UNDERLAYMENT PROVIDE SUBMITTALS. 5 5/8" CDX PLYWOOD SHEATHING. HURRICANE ANCHORS PER�� ROOF FRAMING PLAN. 38'-10" 46.60 T/ WALL — — — — 10" (R-30 BATT. INSUL., TYP. ALUM. DRIP FLASHING PRE-ENGINEERED WOOD PER ROOF PANEL MFR. %/ TRUSSES @ 24" O.C. 1x4 DRIP & 2x8 FASCIA) SEE TRUSS ENGINEERING HARDIE BOARD, PAINTED. FOR LAYOUT AND DETAILS. 5/8" STUCCO SOFFIT, 5/8" DRYWALL CEILING TYP. / OVER HI -RIB LATH, PAINTED. CONFIRM FINISH/TEXTURE. SOFFIT VENTS 6" X 14" AT REFER TO STRUCTURAL 8'-0" O.C. OR 2" CONT. VENT DRAWINGS FOR BOND PROVIDE SUBMITTALS. BEAM LOCATIONS & DETAILS. FOAM/STUCCO OUTLOOKER. , 5/8" STUCCO, PAINTED. CONFIRM FINISH/TEXTURE STD. 8" MASONRY WALL W/ DUR-O-WALL HORIZ. REINF. EVERY OTHER COURSE. SEE DETAILS THIS SHEET. #6 DOWELS @ EACH FILLED A-7 CELL PER STRUCTURAL PLANS. WINDOW WIDTH PROVIDE STD. 900 ACI HOOK. 3" MAX. 3" MAX. LAP 48 BAR DIAMETERS MIN. STUCCO BAND, TYP. SEE DETAIL. 25' -6" (33.27) — — ' I OOR F.F. 24'-4" » T/ BOND BEAM TYPICAL ATTACHMENT: 1/4" X 3 1/2" TAPCONS @ 12" O.C. THRU P.T. 1X WOOD p BUCK W/ MIN. 1 112" CONC. EMBED. 3" MAX. FROM ENDS. REFER TO STRUCTURAL Z DRAWINGS FOR BOND SEE DETAILS BEAM LOCATIONS & DETAILS. A-7Z THIS SHEET. in — -- -- FINAL FASTENING SHALL BE PER THE WINDOW MFR. PRODUCT APPROVALS OR N.O.A. AS APPLICABLE. 5/8" STUCCO, PAINTED, 6 TYP. WINDOW ATTACHMENT CONFIRM FINISH/TEXTURE STD. 8" MASONRY WALL A_7 N.T.S. W/ DUR-O-WALL HORIZ. REINF. EVERY OTHER COURSE. #6 DOWELS @ EACH FILLED CELL PER STRUCTURAL PLANS. PROVIDE STD. 90° ACI HOOK. LAP 48 BAR DIAMETERS MIN. STUCCO BAND, TYP. SEE DETAIL. 2nd FLOOR F.F. i T/ TIE BEAM - - 1" (R-5) RIGID FOAM BOARD INSULATION CONT. 5/8" DRYWALL ON 1X3 FURRING STRIPS @ 16" O.C., FINISHED & PAINTED PER FINISH SCHEDULE, 1/4" MAX. SHIM, PROVIDE P.T. WOOD BUCKS AS NECESSARY, VERIFY W/ PRODUCT APPROVALS. MIN. 1X3 FURRING STRIPS CONT. AROUND PERIMETER. VERIFY RETURNS, CASINGS, MATERIALS & PROFILES W/ OWNER. TYP. AROUND PERIMETER. CAULK JOINT SEE SCHEDULE r CEILING HEIGHT CEILING FRAMING, SEE CEILING PLANS FOR DETAILS. ` �BATT INSUL.TYP. THROUGHOUT CEILING EXTERIOR INTERIOR 5/8" DRYWALL, PAINTED CONFIRM FINISH/TEXTURE. ` 25 GA. TOP TRACK SLIDING DOOR MFR. TO SUBMIT SHOP 3-5/8" MTL. STUDS DWGS. TO SHOW FASTENING & 16" O.C., 25 GA. ENGINEERING PER LATEST CODE. 5/8" GYP. BD. BOTH SIDES, DOOR TRACK SET IN CONT. FINISH FLOORING, PROVIDE CONFIRM FINISH/TEXTURE, PAINTED, TYP. CONT. BEAD OF SEALANT, TYP. RISER ACCORDINGLY. VERIFY W/ FASTEN PER SHOP DRAWINGS. OWNER & FLOORING CONTRACTOR. SEE FINISH SCHEDULE MAX. 1/4" NON -SHRINK GROUT. PROVIDE (R-11) 3-1/2' BATT INS. WHERE SHOWN, PROVIDE BUILT -OUT STUCCO > 3/4" TO 1 1/2" D. X ±8" W. ON PLANS, FULL HEIGHT. AS REQ'D. AT THRESHOLDS. DOOR TRACK RECESS 25 GA. BOTTOM TRACK CONFIRM WIDTH & DEPTH W/ DOOR MFR., OWNER, & BASE PER FINISH SCHEDULE. FLOORING CONTRACTOR. 0101, � FLOOR PER FINISH SCHEDULE. TYP. IMPACT -RATED SLIDING GLASS DOOR, CONFIRM PROVIDE FLUID APPLIED SEAMLESS WATERPROOF `�' FIN. FLOOR ALL DETAILS & REQUIREMENTS W/ DOOR MFR. COATING/MEMBRANE AROUND ENTIRE OPENING. TYP, INTERIOR NON -BEARING B TYPICAL SLIDING GLASS DOOR HEAD/THRESHOLD r7qMETAL STUD WALL SECTION A_7 NOTE: AS APPLICABLE THE PRODUCT APPROVAL OR N.O.A. SCALE. • 1 1/2" = 1'-0" A-7 SCALE. 1" = V-0" GOVERNS AS THE MIN. INSTALLATION REQUIREMENTS. T-4" (17.1) B/ TIE BEAM (B/ LOWEST BEAM) REFER TO STRUCTURAL — DRAWINGS FOR CONC. TIE BEAM LOCATIONS & DETAILS 5/8" STUCCO, PAINTED. — CONFIRM FINISH/TEXTURE Q -6 BREAKAWAY WALL SEE — SEE DETAIL 18/S-6. 10 0'�0" (777) 1st FLOOR F,F. 1'-10" _ _ T/GRADE BEAM STUCCO EXTENDS MIN. 8" BELOW FINAL GRADE, 1/2" DRYWALL, PAINTED ON 1 X 3 P.T. WD. FURRING @ 16" O.G. OVER CONT. 3/4" (R-5) RIGID BOARD INSULATION (TAPE ALL SEAMS). CONFIRM FINISH/TEXTURE W/ OWNER, TYP. 1 X 3 P.T. WD NAILER, TYP. SEE FINISH SCHEDULE FOR BASE & FLOORING. 8" HOLLOW CORE PANEL W/ 3" CONC. TOPPING. SEE SHOP DRAWINGS & ENGINEERING FOR LAYOUT AND DETAILS. — 3 1/2" (R-11) BATT. INSUL., TYP. 5/8" DRYWALL, PAINTED ON SUSPENDED FRAMING. SEE CEILING PLANS FOR DETAILS, 1 X 3 P.T. WD NAILER, TYP. 1/2" DRYWALL, PAINTED ON 1 X 3 P.T. WD. FURRING @ 16" O.C. N OVER CONT. 3/4" (R-5) RIGID BOARD rQ INSULATION (TAPE ALL SEAMS). CONFIRM FINISH/TEXTURE W/ OWNER, TYP. 1 X 3 P.T. WD NAILER, TYP. SEE FINISH SCHEDULE FOR BASE & FLOORING. 8" HOLLOW CORE PANEL W/ 3" CONC. TOPPING, SEE SHOP DRAWINGS & ENGINEERING FOR LAYOUT AND DETAILS. 3 1/2" (R-11) BATI INSUL., TYP.. 5/8" DRYWALL, PA TED ON SUSPENDED FRAMI . SEE CEILING PLANS FOR METAILS. 1 X 3 P.T. WD NAILER, 1/2" DRYWALL, PAINTED ON IN 1 X 3 P.T. WD. FURRING @ 16" O.C. OVER CONT. 3/4" (R-5) RIGID BOARD INSULATION (TAPE ALL SEAMS). CONFIRM FINISH/TEXTURE W/ OWNER, TYP. 1 X 3 P.T. WD NAILER, TYP. SEE FINISH SCHEDULE FOR BASE & FLOORING. REFER TO FOUNDATION DRAW S (SHEETS S-1, S-2, S-3) BY CS GINEERING, FOR FOUNDATION, GRADE AM, SLAB & AUGER PILE REQUIREME & DETAILS. -70:�j TYPICAL EXTERIOR WALL SECTION A-7 w F_ REVISIONS: < No: DATE COMMENTS 0 a K 0 Z W IY F- U 111 F- U W 0 U. 0 N W N t^ N Qz O ~ d'Q �L O a1I- V �-�Mo Wo3 ftftftZ o cic Lu Oho 0 4 Qc LAj\_ acLL O Q WO 0 > �a n°C, °00 0 o r 1 Q LLJ D 0 W 6] J J I VI W O 00 � 00�W CO tV = W Ln H # 00 v } 0 VI Q 0 W a a cc N 0 o m0 Z �U 0) ° Z U • c _o - ? LL W a_� O W CC) I_ m co I N J u — --_ 0 u. - d�0 CJ N 0 F Za� M � a i w 0 ------- ._ LL K a w Job mber. F Drawn rss U1 Date: 03-20-19 u Sheet Numbe Z ALL ELEVATIONS SHOWN A Q REFERENCED TO NAVD-B8. 0 SCALE: 3/8" = 1'-0" " — H SLAB -ON -GRADE = 100 PSF ROOF LIVE LOAD = 20 PSF ROOF DEAD LOAD = 20 PSF FLOOR FLOOR LLIIVEDLOADLOAD = 40 PSF LIVING); 100 PSF (BALCONY) GENERAL NOTES: CODES AND STANDARDS 1 THE PROJECT WAS DESIGNED IN ACCORDANCE WITH THE FOLLOWING CODES: A FLORIDA BUILDING CODE 2017; 6TH EDITION, ASCE 7-10, ASO, & AISC 2 ARCHITECTURAL, STRUCTURAL, AND MEP DRAWINGS: A THE FOUNDATION DRAWINGS ARE PART OF THE CONTRACT DOCUMENTS AND DO NOT BY THEMSELVES PROVIDE ALL THE INFORMATION REQUIRED TO PROPERLY COMPLETE THE PROJECT STRUCTURE. THE GENERAL CONTRACTOR SHALL CONSULT THE ARCHITECTURAL, STRUCTURAL MECHANICAL AND ELECTRICAL DRAWINGS AND COORDINATE THE INFORMATION CONTAINED IN THESE DRAWINGS WITH THE STRUCTURAL DRAWINGS TO PROPERLY CONSTRUCT THE PROJECT. B REFER TO ARCHITECTURAL, STRUCTURAL, MECHANICAL OR ELECTRICAL DRAWINGS FOR ADDITIONAL OPENINGS, DEPRESSIONS, FINISHES, INSERTS, BOLTS, SETTINGS, DRAINS, REGLETS, ETC. C BEFORE ORDERING ANY MATERIALS OR DOING ANY WORK, THE CONTRACTOR SHALL VERIFY ALL MEASUREMENTS TO PROPERLY SIZE OR FIT THE WORK. NO EXTRA CHARGE OR COMPENSATION WILL BE ALLOWED BY THE OWNER RESULTING FROM THE CONTRACTOR'S FAILURE TO COMPLY WITH THIS REQUIREMENT. D. DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND ENGINEER BEFORE PROCEEDING WITH ANY WORK. E. CSM IS NOT THE ENGINEER OF RECORD. CSM IS SPECIALTY ENGINEER FOR FOUNDATION ONLY. 3 SECTIONS AND DETAILS: ALL DETAILS, SECTIONS AND NOTES SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL APPLY TO SIMILAR SITUATIONS ELSEWHERE UNLESS OTHERWISE SHOWN. DIMENSIONS: 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS ON JOB SITE WITH COMPLETE SET OF LATEST DRAWINGS. NOTES AND DIMENSIONS SHALL BE CHECKED AND VERIFIED WITH ARCHITECTURAL AND STRUCTURAL DRAWINGS. ANY DISCREPANCIES IN NOTES OR DIMENSIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE COMMENCING WORK SO THAT PRO- PER WORK CAN BE EXECUTED. DO NOT ASSUME OR GUESS ANY DIM. OR ELEMENTS CONNECTIONS AND ELEVATIONS. 2. UNLESS SPECIFICALLY DETAILED ON THESE DRAWINGS, CONTRACTOR SHALL FURNISH AND INSTALL ADEQUATE SHORING, BRACING, ETC. REQUIRED TO SAFELY SUPPORT ALL CONSTRUCTION LOADS AND SHALL BE FULLY RESPONSIBLE FOR THE SAME, SHORING MUST COMPLY WITH ALL LOCAL AND OSHA REQUIREMENTS. 3. DETAILS AND CONDITIONS NOT SPECIFICALLY SHOWN SHALL BE CONSTRUCTED IN ACCORDANCE WITH DETAILS SHOWN FOR SIMILAR CONDITIONS AND MATERIAL. FOUNDATION: 1 ALL SITE PREPARATION AND EXCAVATION WORK IS TO BE PERFORMED IN STRICT ACCORDANCE WITH A SOIL REPORT AND FOUNDATION INVESTIGATION AS PROVIDED BY NUTTING ENGINEERS; JOB ORDER #444.1; DATED 8-30-18. 2 THE BUILDING SITE SHOULD BE EXCAVATED TO THE DEPTH AND EXTENT INDICATED IN THIS SOIL REPORT. ALL SUB GRADES SHALL BE APPROVED IN WRITING BY THE GEOTECHNICAL ENGINEER PRIOR TO BACKFILL. 3 DEEP FOUNDATION TO BE USED - AUGER CAST PILES PER PLANS. 4 SOIL SUPPORTING ALL FOOTINGS MUST BE INSPECTED AND APPROVED BY A REGISTERED GEOTECHNICAL ENGINEER BEFORE COMMENCING WORK. APPROVAL IN WRITING MUST INDICATE THE SOIL IS ADEQUATE TO SAFELY SUSTAIN SPECIFIED SOIL BEARING PRESSURE. 5 TOP OF ALL EXTERIOR FOOTINGS/GRADE BEAMS SHALL BE PER PLANS 6 EXCAVATION & BACKFILL: A ALL EXCAVATION SHALL BE KEPT DRY. EXCAVATE TO DEPTHS AND DIMENSIONS INDICATED. TAKE EVERY PRECAUTION TO GUARD AGAINST ANY MOVEMENT OR SETTLEMENT OF ADJACENT STRUCTURES, UTILITIES, PIPING, ETC B PROVIDE ANY BRACING OR SHORING NECESSARY TO AVOID SETTLEMENT OR DISPLACEMENT OF EXISTING FOUNDATION OR STRUCTURES. 7 CENTERLINE OF FOOTINGS/GRADE BEAMS SHALL COINCIDE WITH CENTERLINE OF PILES UNLESS OTHERWISE NOTED ON DRAWINGS. 8 DIMENSIONS: ALL DIMENSIONS AND ELEVATIONS SHOWN ON THE STRUCTURAL DRAWINGS MUST BE VERIFIED AND COORDINATED WITH THE ARCHITECTURAL DRAWINGS BY THE CONTRACTOR BEFORE PROCEEDING WITH THE CONSTRUCTION. DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT OR ENGINEER IN WRITING BEFORE PROCEEDING WITH ANY WORK. 9 CONTRACTOR TO BOND ALL FOOTER AND FOUNDATION STEEL PER NEC 2017. CONCRETE: 1 CONCRETE ELEMENTS TO HAVE THE FOLLOWING STRENGTHS: A FOUNDATIONS 5000 PSI B SLAB -ON -GRADE 5000 PSI C AUGERED PILES 5000 PSI D GRADE BEAMS 5000 PSI ALL OTHER CONCRETE TO BE 5000 PSI UNLESS NOTED OTHERWISE. 2 ALL CONCRETE SHALL BE READY MIX, HAVE A MINIMUM COMPRESSIVE STRENGTH OF A 5000 PSI 0 28 DAYS AND HAVE A MINIMUM OF 728 LBS. OF CEMENT PER CUBIC YARD. B SLUMPS SHALL BE 5 MINIMUM AND 7 MAXIMUM. C JOB SITE WATER SHALL NOT BE ADDED. 3 ALL CONCRETE WORK SHALL COMPLY WITH THE REQUIREMENTS OF THE ACI BUILDING CODE (ACI 318-11), THE ACI DETAILING MANUAL (ACI 315 / LATEST EDITION), AND THE SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS (ACI 301 / LATEST EDITION). 4 SUBMIT ALL REINFORCING STEEL SHOP DRAWINGS FOR APPROVAL PRIOR TO ANY FABRICATION. 5 CONCRETE COVER FOR REINFORCING STEEL SHALL BE AS REQUIRED BY THE CURRENT ACI SPECIFICATIONS. 6 THE MIX DESIGN SHALL MEET THE FOLLOWING MINIMUM REQUIREMENTS: COMPRESSIVE STRENGTH : 5000 PSI (U.O.N.) SLUMP: 5 + 7 AIR CONTENT: 5% +/- 1% WATER/CEMENT RATIO: 0.40 MAX. COARSE AGGREGATE 3/8" TO 3/4" NO WATER SHALL BE ADDED TO THE MIX AFTER INITIAL BATCHING, UNLESS THE SLUMP OF THE CONCRETE WHEN DELIVERED IS LESS THAT SPECIFIED. IN SUCH CIRCUMSTANCES, WATER MAY BE ADDED ONLY WITH THE APPROVAL OF THE ENGINEER AND ONLY TO THE EXTENT REQUIRED TO REACH SPECIFIED SLUMP LIMITS. WATER SHALL BE INTRODUCED UNDER PRESSURE AND THE DRUM SHALL BE TURNED AT MIXING SPEED AN ADDITIONAL 30 REVOLUTIONS MINIMUM TO INSURE UNIFORMITY OF MIX. 7 NO CONCRETE SHALL BE PLACED UNTIL ALL REINFORCING STEEL FOR THE POUR IS IN ITS PROPER LOCATION AND THE OWNER'S REPRESENTATIVE'S PERMISSION HAS BEEN GIVEN FOR THE POUR. REINFORCING MESH SHALL BE WELDED WIRE FABRIC AS SPECIFIED ON THE DRAWINGS. 8 PLACING OF CONCRETE SHALL CONFORM TO ACI 301 & ACI 304-11, "RECOMMENDED PRACTICE FOR MEASURING, MIXING TRANSPORTING AND PLACING CONCRETE". PLACE CONCRETE AS CONTINUOUSLY AS POSSIBLE UNTIL POUR IS COMPLETE SO THAT NO CONCRETE IS PLACED AGAINST CONCRETE THAT HAS ATTAINED ITS INITIAL SET, EXCEPT AT AUTHORIZED JOINTS. 9 PLACE CONCRETE AS NEAR AS POSSIBLE TO ITS FINAL POSITION. PREVENT SEGREGATION. USE CHUTES OR TREMIES AS NECESSARY. THE MAXIMUM FREE DROP SHALL BE 4-FEET. COMPACT DURING PLACING WITH INTERNAL VIBRATORS (800 VPM MINIMUM). WORK AROUND REINFORCEMENT, EMBEDDED FIXTURES, AND INTO FORM CORNERS. DO NOT OVER -VIBRATE, AND DO NOT USE VIBRATORS TO TRANSPORT CONCRETE WITHIN THE FORMS. 10 CONCRETE CURING: FRESHLY DEPOSITED CONCRETE SHALL BE PROTECTED FROM PREMATURE DRYING AND EXCESSIVELY HOT TEMPERATURES, AND SHALL BE MAINTAINED WITH A MINIMAL MOISTURE LOSS AT RELATIVELY CONSTANT TEMPERATURE ABOVE 70 DEGREES F. FOR THE FIRST THREE DAYS AND ABOVE 55 DEGREES F. FOR AT LEAST THE NEXT 4 DAYS. UNFORMED SURFACES MAY BE CURED USING A SILICATE BASE, CURING COMPOUND OR BY COVERING WITH WATERPROOF PAPER OR POLYETHYLENE FILM. APPLY POLYETHYLENE FILM AS SOON AS FINISHING OPERATIONS ARE COMPLETE AND THE CONCRETE IS SUFFICIENTLY HARD TO BE UNDAMAGED BY THE COVERING. SPRINKLE CONCRETE AS NECESSARY DURING APPLICATION OF COVERING. LAP EDGES AND ENDS AT LEAST 4-INCHES, AND SEAL LAPS. WEIGHT DOWN COVERING TO PREVENT DISPLACEMENT. PATCH HOLES AND TEARS THAT OCCUR DURING THE CURING PERIOD. APPLY CURING COMPOUNDS STRICTLY ACCORDING TO THE MANUFACTURER'S INSTRUCTIONS USING LOW PRESSURE SPRAY EQUIPMENT. APPLY CURING COMPOUND AS SOON AS FINISHING OPERATIONS ARE COMPLETE AND FREE WATER ON SURFACE HAS DISAPPEARED, AND NO WATER SHEEN CAN BE SEEN. APPLY 2 COATS AT RIGHT ANGLES TO EACH OTHER WHERE NECESSARY TO ACHIEVE PROPER COVERAGE. ANDEZ DA TI W YSID1 DRA WI. LOCATION MAP NOT TO SCALE 1/8 )) WIDEx1.5" DEEP SAW CUT PER PLANS 5'-0" -� N \-GALV. WWF 6x6-W2.1 xW2.1 BOTTOM REINFORCEMENT 4" FRANGI LE SLAB SECTI❑N 11 WELDED WIRE FABRIC SHALL COMPLY WITH ASTM A 185, UNLESS OTHERWISE SPECIFIED. SUPPORT W.W.F. ON 2" TALL SLAB BOLSTERS SPACED AT 3' 0" ON CENTER MAX. GRID - SHALL BE HOT DIPPED GALVANIZED FROM THE FACTOR. 12 REQUIREMENTS: A ALL REINFORCING STEEL SHALL BE MANUFACTURE ROM HIGH STRENGTH BILLET STEEL CONFORMING TO ASTM DESIGNATION A 615 GRADE 60. B W.W.F. SHALL COMPLY WITH ASTM A 185 AND BE HOT DIPPED GALVANIZED. C ALL REINFORCEMENT SHALL BE SUPPORTED ON 2" BOLSTERS AT 36" MAX. GRID SPACING EACH WAY 13 LAP ALL BARS MINIMUM 48 DIAMETERS UNLESS OTHERWISE NOTED ON DRAWINGS. LAP ALL W.W.F. A MINIMUM OF 6" PLUS 2" UNLESS OTHERWISE NOTE . 14 REINFORCING BARS: A AT CORNERS OF CONCRETE WALLS, BEAMS AND CONTINUOUS WALL FOOTINGS, PROVIDE (1)- 5 X 48xBAR DIAMETER BENT BAR FOR EACH HORIZONTAL BAR SCHEDULED AT EACH FACE. B WHERE COLUMNS ARE AN INTEGRAL PART OF CON RETE WALLS, WALL REINFORCEMENT SHALL BE CONTINUOUS THRU THE COLUMNS. C ALL HOOKS SHOWN IN REINFORCEMENT SHALL BE ACI RECOMMENDED HOOKS UNLESS OTHERWISE NOTED. 15 CONSTRUCTION JOINTS IN STRUCTURAL SLABS AND BEAMS SHALL BE AT MID -SPAN AND KEY JOINTED WITH REINFORCING CONTINUOUS ACROSS JOINT, ADDITIONAL SHEAR FRICTION REINFORCING. STRUCTURAL DESIGN CRITERIA: MEAN ROOF HEIGHT 43'-11" WIND LOAD FBC 2017 & CHAPTERS 1, 2, 26, & 28 OF ASCE 7-10 WIND VELOCITY 170 MPH; UL IMATE WIND SPEED 132 MPH; NOMINAL WIND SPEED EXPOSURE "D"; ENCLOSED DESIGN Kz 1.25 BUILDING HEIGHT FACTOR ALPHA 1.78 LOAD COMBINATIONS ASCE 7-10 CHAPTER 2.4: DL+LL; DL+0.6WL; 0.6DL+0.6WL INTERNAL PRESSURE COEFFICIENT +/-0.18 PER TABLE 26.11-1 RISK CATEGORY II MAIN FRAME: MAXIMUM HORIZONTAL LOAD +/- 68 PSF MAXIMUM VERTICAL LOAD -59 PSF ,PROJECT LOCATION ENLARGED CORNER BEAM/PILE SCALE = 1" TO 1'-O" 1/8 " WIDEx2.5" DEEP SAW CUT PER PLANS r 1 n» ii N � GALV. WWF 6x6-W2.1 xW2.1 BOTTOM REINFORCEMENT 6" FRANGIBLE SLAB SECTI❑N CONSTRUCTION PLANS: SHEET DESCRIPTION F1 COVER SHEET, MAP, AND NOTES F2 PILE AND GRADE BEAM PLAN F3 SLAB AND REINFORCEMENT PLAN TOTAL NUMBER OF SHEETS = 3 1--N---i- M INTERSECTION BEAM/PILE SCALE = 1" TO 1'-O" ENLARGED BEAM/PILE SCALE = 1" TO 1'-O" 11✓1 (nl1 F" n r 7 \AI T =� =� \5@16" O.0 TEMP BOTTOM N CV #5©8" O.C. BOTTOM ONE WAY 6" CIP S❑LID SLAB SECTI❑N EXTEND INTO BEAM MIN. 6" PILE TO BEAM ELEVATION PENETRATIONS UP TO 2" ALLOWED IN 12" DEEP BEAMS PENETRATION ZONE PENETRATIONS UP TO e" ALLOWED IN 18" DEEP BEAMS SLAB PER PLANS Q Q '. ` d 44 d d °n d° °d 2 X DIAMETER 0-4. d MAX. ° �— a ----I GRADE BEAM PER PLANS a . 1/3 L ql 1/3 L 1/3 L ' �. L 14"0 PILE -TYP. a ' BEAM PENETRATION DETAIL 1aEG1G*MpCC rL1 CS D`LV BOCG PROJECT: HERNANDEZ FOUNDATION PLANS 5008 WATERSONG WAY, LOT 66 FORT PIERCE, FL 34949 ST. LUCIE COUNTY 1: s m ENGINEERING CIVIL STRUCTURAL MARINE CSM ENGINEERING, LLC 2118 SW OCEAN BOULEVARD STUART, FLORIDA 34994 o: 772-220-4601 w: www.CSM-E.net CERTIFICATE OF AUTHORIZATION: 29057 THE ENGINEER HEREBY EXPRESSLY RESERVES HIS/HER COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS. THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED, COPIED, OR ASSIGNED TO ANY THIRD PARTY IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF CSM ENGINEERING, U.C. THIS DOCUMENT, THE IDEAS, AND DESIGNS INCORPORATED HERON, AS AN INSTRUMENT OF PROFESSIONAL SERNCE, IS PROPERTY OF CSM ENGINEERING, LLC MID IS NOT TO BE USED, IN WHOLE OR IN PART FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF CSM ENGINEERING, LLC. CSM ENGINEERING, LLC COPYRIGHT 02019 PERMIT SET: 312012019 NOTES & COMMENTS ALL DIMENSIONS SHALL BE VERIFIED 1N THE FIELD BY THE CONTRACTOR. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF ALL DIMENSIONS: ALL SCALES INDICATE) PERTAIN TO 24'X36" PLOTS 1 2 3 4 5 DESIGNED BY: CHARLES DARDEN DRAWN BY: CHECKED BY: CHARLES DARDEN SCALE: AS SHOWN PROJECT J: t ,t�lllllliiir(r QGEN Na 7 f0 Sa41EfJFe _ CHARLES A DARDEN JR DATE FLORIDA REGISTERED PROFESSIONAL ENGINEER NO. 76910 SHEET NAME COVER SHEET, MAP AND NOTES SHEET /: F-1 O 0 T _J L E C I B I I D I❑ EI F --3'-11" 3' 61-2° 6'-6° �© 37 B-1€ 38 alm Ij I 24'-10" 3' SQ. x 16" DEEP FOOTING -TYP. #5 BOTTOM BARS AT 8" O.C.E.W. v 4' YV VGIV I.FiJ I—HIV^PL Hl.t uuiv ur�t t t'Lt VU ItJ: 1 PILES SHALL BE 14" DIAMETER AUGER CAST PILES OF 35 TON COMPRESSION CAPACITY MIN, SEE SCHEDULE ON PLAN 14" DIAMETER PILES SHALL BE WITH (8) #5 VERT. BARS OR (5) #6 VERT, BARS 0 PERIMETER AND #3 TIES AT 6" O/C FOR FIRST 25 OF DEPTH FROM GRADE AND 12" O.C. FOR THE REMAINING DEPTH OF THE PILES. 2 METHOD OF CASTING AND LENGTHS OF PILES WITH CALCULATIONS SHALL BE SUBMITTED BY THE INSTALLER FOR THE APPROVAL BY A/E BEFORE STARTING THE INSTALLATION OF PILES. 3 A MINIMUM 5000PSI GROUT IS TO BE USED FOR THE PILES, DESIGN CRITERIA OF CONCRETE MIXES ARE TO BE SUBMITTED FOR APPROVAL BY A/E. ALLPILES SHALL BE MONITORED BY GEOTECHNICAL ENGINEER THIS LOG SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT. 4 SOIL REPORT WAS PRESENTED AT THE TIME OF THIS DRAWING SO A MIN. DEPTH OF PILE TO ACHIEVE DEPTH OF-30'-0" MIN. FROM EXISTING GRADE OR PER SOIL ENGINEER. 5 ALL WORK SHOWN HERE IS DERIVED FROM TEAM ARCHITECTURE. SEE ARCHITECT'S PLANS FOR ALL DIMENSIONS, LAVATORY LOCATIONS, AND ALL OTHER DETAILS NOT SHOWN ON THESE DRAWING. 6 ALL PILES WITHIN 6 DIAMETERS OR 7' MUST BE POURED MIN. 12 HOURS APART. 7 CONTRACTOR MUST GIVE CAREFUL ATTENTION TO PILE AND FOUNDATION SYSTEMS DURING BACKFILL AND COMPACTION OPERATIONS. GRADE BEAM CHEDULE REINFORCING # STIRRUPS PILE ELEVATION MARK SIZE TOP MID BOT GB4 18 X20" 4#6 4#6 @8' O.C. -3'-5' F.F. PER PLANS GB-2 24 X20" 15#6 5#6 1 @8' O.C. -3'-5' F,F: PER PLANS GB-3 30"X20" 15#6 5#6 @8' O.C. -3'-5' F.F. PER PLANS NOT INCLUDING THE SLAB TOTAL NUMBER OF PILES = 39 I 35� ° CONTRACTOR TO VERIFY ALL DIMENSIONS WITH ARCHITECTURAL FLOOR PLANS p`; TOP OF PILES = -3'-5" _____ _._a__. ......._ ..:........._................. __....... _-.___. ......... _ o r_° ,3 '2 B-1 61 STEEL COL PER STR(CTUF4AL TO REST ON GRADE 3EAM (, SEE 13/F-3 ® I 10 11 ,lo I m I m 4 f I, � ° �° , .._..B......__ -1 PILE AND GRADE BEAM SCALE = 1/4" TO 1'-O" (8) #5 BARS OR (5) #6 BARS ': 'ad :, a t AFa. #3 STIRRUPS AT 6" O.C. TO-25'-0" - 25'-0" #3 STIRRUPS AT 12" O.C.V. BALANCE -30'-0" MIN. 'lf_jc OR AS DETERMINED BYTECHNICAL INSPECTING GEOENG. FROM EXISTING GRADE PILE SCHEDULE 14" DIAMETER AUGER CAST PILES MAX. 35 TDN CAPACITY PER PLANS. DEPTH OF PILES TO BE MIN. 30' FROM EXISTING GRADE. LOCATION PER PLANS, MAX. LATERAL LOAD = 4 TONS; TENSION 15 TONS 11 SOLID LAB NO S W CUTS PILE DE PILE VERTICAL BARS TO HOOK INTO GRADE BEAM WITH STANDARD HOOKS 3" MIN. COVER -TYP. 14"0 AUGER CAST IN PLACE PILE PER PLANS `2 #4 V-BARS LOWER SHAFT GUIDE TAIL 0 ° •A a e VARIES FROM: -1'-O" F.F. s. • -1-4" F.F. I ° a ad° ae '.< a• Z. ° • a d° °. a ° .• a d d OF GDETOP BEAM10"F.F. °3 d°d e ° d GB-2 TOP OF PILE -3'-2" F.F. f ° .d' a '1 d d e . SECTION d e ° e SCALE: "=1'—O" °.. O SOLID SLAB NO SAW CUTS 5 0'-0" F. . ° ° ' �F e• ° o d ° ° i -1'-7-1/2" F.F. <' LOWEST GRADE fy •a •d TOP OF GRADE a BEAM -V-10" F.F. ° .� a GB-1 3 e ° a TOP OF PILE -3'-2" F.F. ° e n a , 9 1,_6, SECTION 1 9 d °. ° AT BREAKAWAY WALL AND SOLID SLAB 6 5 6 0'-0" F.F. SLO " °' a �— -0'-5" F.F. a d d ° s -A. .a . e a y° d 4.' e .1.w,,.. TOP OF GRADE ° ° BEAM-1'-10" F.F. " } c d e .0 INN GB-2. . ' ... .a" a .e < m a e d ° e'$ < a.•' TOP OF PILE -S-2" F.F. a 2' 0' SECTION 3 SCALE:1 "=1'—O" d• ' ° 9 ° 0'-0" F.F. A a as 10" SLAB WITH #5 BARS TOP ° .. a° AND BOTTOM AT 8" O.C. EACH WAY s. -1'-O" F.F. ° ° 4 'a a >4' d., ° a .°° d.' °.• .. ° ° 4. e. •O°: a dO. ° a ' ° GRADEe° ° :.d. a d'y a' G a a .d BEAM -1'-10" F.F. a ° . e °. Gd n a. . a. • • d. a •10 d d ° °. a GB-4 ° • el . a . a 'a ° • TOP OF PILE -3'-2" F.F. • • • : d° 4 ° a. e SECTION s e °e '' d ° SCALE:1 "= I'—O" da. °Q .. d a d "° AT LIVING TO ELEVATOR TO GARAGE ° TOP OF GRADE BEAM-1'-10" F.F. m TOP OF PILE -3'-2" F.F. SECTION SCALE:1 "=1'—O" AT BREAKAWAY WALL AND SLAB f VI Vf Vf.l1✓L. BEAM-1'-10" F.F. TOP OF PILE -3'-2" F.F. SECTION SCALE:1 "=1'-0" AT BREAKAWAY WALL AND lkBrtr. CopE C SoT • ►.0 0 -1'-0" F.F. GB-2 TOP OF PILE -3'-2" F.F. PROJECT: HERNANDEZ FOUNDATIDN PLANS 5008 WATERSONG WAY, LOT 66 FORT PIERCE, FL 34949 ST. LUCIE COUNTY r= m ENGINEERING CIVIL STRUCTURAL • MARINE CSM ENGINEERING, LLC 2015 SW OCEAN BOULEVARD STUART, FLORIDA 34994 o: 772-220-4601 w: www.CSM—E.net CERIIFlCATE OF AUTHORIZATION: 29057 THE ENGINEER HEREBY EXPRESSLY RESERVES HIS/HER COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS. THESE PUNS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED, COPIED, OR ASSIGNED TO ANY THIRD PARTY IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRDTEN PERMISSION AND CONSENT OF CSM ENGINEERING, U.C. THIS DOCUMENT, THE IDEAS, AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS PROPERTY OF CSM ENGINEERING, LLC AND IS NOT TO BE USED, IN WHOLE OR IN PART FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF CSM ENGINEERING, LLC. CSM ENGINEERING, LLC COPYRIGHT 02019 ED j:o1 E COW4 oco NOTES & COMMENTS ALL DIMENSIONS SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF ALL DIMENSIONS. ALL SCALES INDICATED PERTAIN TO 24"X36" PLOTS —, 2 3 4 5 DESIGNED BY: CHARLES DARDEN DRAWN BY: CHECKED BY: CHARLES DARDEN SCALE: AS SHOWN PROJECT J: �TIVIIIIII/V 7j`' ',\` A'DA%�*j�`. No. 74gib ' Of 1'n>> ` I 1 1 CHARLES A DARDEN JR DATE FLORIDA REGISTERED PROFESSIONAL ENGINEER NO. 76910 SHEET NAME PILE AND GRADE BEAM PLAN sHEEr �: F-2 1 F-2 10 1 F-2 8 F-3 r-- - ---- - --- �2 w 4" FIBEF R INFO CED OL FRANGIB E LAB N TO BE SAW CUT PER ,P NS I \ -TYP. -r- �5'-0. 4" WWF RE FORCED FRANGIBLE 8 TO IBE SAW UT PER PLANE -TIP. I F All rJl,F-,3 2' SLAE --J 3 - I I I I I I gl I l� a o l I I `° 0 I I I I , I I_.I I I I I I I I ! I LAB s U I L-J (-=--- I I I S I I I I II _2 AL E 6 WWF REINFORCED FRANGIBLE SLAB TO BE SAW OUT PER P -TYP. w a 0 I 11 F-3 3.5"SHOWIER RECESS PER 11/F-3 CONTfACTOR TO VERIFY LOCATION W/ ARCH, PLANS I PE FROG H - SC ) F-2 I I I i ------ ----------- ----------- - I€ E I f, L 6" LA AB_ J 3 I w- 0 6" SL 8 SOLD LAB J 7 I 7 0 12 SLOPE -1'-4"" F.F. -5-1/2"" F.F. a TOP OF GRADE BEAM-1'-10' F.F. ° .d GB-1 ra . 7' TOP OF PILE -3'-2" F.F. A n d ° ° SECTION °'•"2• SCALE:1 "=1'-0„ d on AT GARAGE RAINLIP TERMITE PROTECTION FOR NEW CONSTRUCTION AS PER F.B.C. 1816.1 & F.B.C. R318.1 - CONTRACTOR TO REFERENCE F.B.C. FOR FURTHER REQUIREMENTS. SOIL TREATMENT USED FOR SUBTERRANEAN TERMITE PREVENTION INSIDE THE FOUNDATION PER METER SHALL BE DONE AFTER ALL EXCAVATION, BACKFILLI G AND COMPACTION IS COMPLETE. IF SOIL AREA IS DISTURBED AFTER INITIAL CHEMICAL SOIL TREATMENT, AREA SHALL BE RE -TREATED WITH A CHEMICAL SOIL TREATMENT INCLUDING SP CES BOXED OR FRAMED. TREATMENT MUST BE IN ACCORDANCE WITH THE RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONS MER SERVICES. PROTECTIVE SLEEVES AROUND PIPING PENETRATING CONCRETE SLAB ON GRADE FLOORS SHALL NOT BE OF CELLULOSE -CONTAINING MATERIALS AND SHALL HAVE A MIN. WALL THICKNESS OF 0.010" AND SHALL BE SEALED WITHIN THE SLAB USING A NON -CORROSIVE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN PIPE AND SLEEVE. NO TERMICIDES SHALL BE 4PPLIED INSIDE THE SLEEVE PER FBC PLUMBING 305.1.1 REINF❑RCEMENT TO BE WWF 6x6-W2,1xW2,1 FOR FRANGIBLE SLABS BOTTOM REINF❑RCING TO BE MIN, FROM BOTTOM OF SLAB. 4 F-2 MAIN SLAB' = 1,617 SQFT s'-o° PORCH SLIB = 342 SQFT TERMITE TREAT SOIL TO CONFORM 8 WITH F.B.C. 1816.1. CONTRACTOR TO PROVIDE TERMITE PROTECTION, F-3 SLAB PLAN AT GRADE SCALE = 1/4" TO 1'-0" CONTRACTOR TO ,VERIFY ALL DIMENSIONS NOTE: CONCRETE BALCONY WATERPROOFING ALL CONCRETE BALCONIES ARE TO BE WATERPROOFED WITH MIN. 1 LAYER OF MER-KO HYDRO GUARD 2000 WITH A TYPE 2 CLOTH ABOVE AND A SECOND COAT OF MER-KO HYDRO GUARD 2000 ABOVE. APPLY PER PER MANUFACTURE SPECIFICATIONS OR APPROVED EQUAL. 6 0'-0" F.F. 0'-0" F.F. 4-, ° ° e ° w e a de 4. °a a 4. ° e d' e ° TOP OF GRADE a° BEAM-1'-10" F.F. GB-1 ° d ro a, ° d e r a a,.° OF OF PILE -3'-2" F.F. A n v . V 6, SECTION 9 j^'2• SCALE: 1 "=1'-0" 9 ad SLOPE 1 /2" #4 NOSING BAR -0'-5.5" F.F. z TOP OF GRADE BEAM-1'-10" F.F. "m TOP OF PILE -3'-2" F.F. SECTION SCALE:1 "=1'-0" AT BREAKAWAY WALL AND SLAB -1. -.7 4 /n• r SLOPE 1 " #4 NOSING BAR 7 -0' 6.0" F.F. e ° a ed° -1'-5-1/2" F.F. d' a 11 LOWEST GRADE TOP OF GRADE ° .4 °• as BEAM-1'-10" F.F. d e d r° a to e a' a ° a ° TOP OF PILE -3'-2" F.F. A °° d'a M ~ 9 2,-0, d ° SECTION 12 69'^2 ° SCALE: 1"=1'-0" °• A ' d . AT BREAKAWAY WALL AND SLAB x 6 I - ° ;,It ° 41 p . 8" SHOWER RECESS SECTION 11 SCALE:1 "=1'-O" LEGEND: 1. #5 CONT. BAR 2. #4 REBAR TOP 1.5" COVER AT 16" O.C. TEMP BARS FOR SOLID SLABS 3. (2) #5 REBAR BOTTOM SUPPORTED ON 2" TALL CHAIRS ® 36" O.C. 4. GRADE BEAM WITH #6 BARS TOP AND BOTTOM WITH #3 STIRRUPS AT 6" O.C. MAX. OR PER PLANS 5. CMU FRANGIBLE WALL PER PLANS. POUR FIRST COURSE WITH SOLID 5000 PSI CONCRETE AND 2"x6" KEY -WAY IN GRADE BEAM. FRANGIBLE WALL REINFORCEMENT NOT TO CONNECT TO GRADE BEAM, COLUMNS, OR BEAM. MUST HAVE MIN. 1/2" EXPANSION MATERIAL TO SEPARATE TOP OF WALL FROM BEAM. 6. 4" FRANGIBLE SLAB ON GRADE PER PLANS WWF REINFORCED ONLY WITH 1.5" DEEP SAW -CUTS ® 5' O.C. EACH WAY (25 SQFT PANELS MAX.). OVER 6 MIL VAPOR BARRIER 7. 6" NON -FRANGIBLE CIP ONE WAY SOLID SLAB PER PLANS. OVER 6 MIL VAPOR BARRIER 8. 6" FRANGIBLE SLAB ON GRADE PER PLANS WWF REINFORCED ONLY WITH 2.5" DEEP SAW -CUTS ® 5' O.C. EACH WAY (25 SQFT PANELS MAX.). OVER 6 MIL VAPOR BARRIER 9. 14"0 PILE PER PLANS 10. CMU NON -FRANGIBLE WALL PER PLANS 11. #5 BAR WITH 6" HOOK EACH END INTO GRADE BEAM AND SLAB/FOOTING AT 8" O.C. MAX. 12. 1-1/2"x14" RAIN -LIP AT GARAGE OPENING 13. 8x16 CONCRETE COLUMN PER PLANS 14. TIMBER BREAK AWAY WALL PER PLANS TOP OF GRADE BEAM-1'-10" F.F. R PLANS Li .' TOP OF PILE -3'-2" F.F. M SECTION 10 SCALE:1 "=1'-O" AT CAST IN PLACE COLUMN 3/16" ISOLATION JOINT FULL DEPTH OF SLAB 6« �y j 2 12[ CONCRETE WITHIN ISOLATION JOINT SHALL BE PLACED AFTER ADJACENT SLAB AREAS HAVE BEEN POURED STEEL TUBE PER STRUCTURAL ALTERNATE: CONST. JOINT ON COL. ROUND SUN-O-TUBE CENTER LINES IN MAY BE USED IN LIEU BOTH DIRECTIONS. OF SQUARE ISOLATION JOINT TYP. ISOLATION JOINT DETAIL AT COLS. NO DIAMOND NECESSARY AT ROUND CONCRETE COLUMNS; ISOLATE COLUMN FROM SLAB WITH 3/16" ISOLATION JOINT ONLY, STEEL COLUMN PER STRUCTURAL PLANS STEEL BASE PLATE PER STRUCTURAL PLANS MIN. EMBEDMENT = 10" MIN. .5" -TYP. TOP OF- GRADE BEAM = -1"-10" "LEVELING GROUT BASE STEEL COLUMN BASE PLATE DETAIL 13 SCALE: N.T.S. PROJECT: HERNANDEZ FOUNDATION PLANS 5008 WATERSONG WAY, LOT 66 FORT PIERCE, FL 34949 ST. LUCIE COUNTY c:sm E N G I N EEI NG CIVIL a STRUCTURAL " MARINE CSM ENGINEERING, LLC 208 SW OCEAN BOULEVARD STUART9 FLORIDA 34994 o: 772-220-4601 w: www.CSM-E.net CERTIFICATE OF AUTHORIZATION: 29057 THE ENGINEER HEREBY EXPRESSLY RESERVES HIS/HER COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS. THESE PUNS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED, COPIED, OR ASSIGNED TO ANY THIRD PARTY IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF CSM ENGINEERING, U.C. THIS DOCUMENT, THE IDEAS, AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS PROPERTY OF CSM ENGINEERING, LLC AND IS NOT TO BE USED, IN WHOLE OR IN PART FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF CSM ENGINEERING, U.C. CSM ENGINEERING, LLC COPYRIGHT 02019 **j e�Nc� va c0t)e ccMc0V�T°d St.03 B0cc NOTES & COMMENTS ALL DIMENSIONS SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF ALL DIMENSIONS. ALL SCALES INDICATED PERTAIN TO 24X36" PLOTS 1 2 3 4 5 DESIGNED BY: CHARLES DARDEN DRAWN BY: CHECKED BY: CHARLES DARDEN SCALE: AS SHOWN PROJECT 1: ,�ylsuuRtriy �` A1Ri.i641961 �� �'• 3TAT E0� :' ��� CHARLES A DARDEN JR DATE FLORIDA REGISTERED PROFESSIONAL ENGINEER NO. 76910 SHEET NAME: LEVEL ONE SLAB PLAN SHEET 1: F-3 COLUMN SCHEDULE MARK TYPE SIZE ELEVATION REINFORCEMENT/NOTES W L H BOT. TOP CA CONC 16" 32" 1 V-2" -V-10" T-4" FORMED & POURED COLUMN, 3000 PSI W/ (8) #6 CONT. W/ #3 STIRRUPS @ 8" O.C. C-2 CONC 16" 32" 1 V-2" -V-10" T-4" 'U SHAPED FORMED & POURED COL., 3000 PSI W/ (10) #6 CONT. W/ #3 STIRRUP @ 8" O.C. C-3 CONC 16" 16" 1 V-2" -V-10" 9'-4" FORMED & POURED COLUMN, 3000 PSI W/ (8) #6 CONT. W/ #3 STIRRUPS @ 8" O.C. C-4 CONC 8" 16" 1 V-2" -l'-10" 9'-4" FORMED & POURED COLUMN, 3000 PSI W/ (4) #6 CONT. W/ #3 STIRRUP @ 8" O.C. C-5 STEEL 4" 4" 12'-l" -1'-10" 10'-3" 4" SQ. X 3/8" TH. W/ 10"X10" BASE PLATE & 6"X10" TOP PLATE, SEE SHEET S-6 FOR DETAILS. C-6 CMU 16" 16" 4'-8" -V-10" 2'-10" COLUMN BLOCK, POUR SOLID, 3000 PSI W/ (4) #6 CONT. W/ #3 STIRRUP @ 8" O.C. C-7 WOOD 8" 1 8" 7'-6" 2'-10" 10'-4" SOLID WOOD COLUMN C-8 CMU 12" 12" 10'-5" 1 V-7" 22'-2" COLUMN BLOCK, POUR SOLID, 3000 PSI W/ (4) #6 CONT. W/ #3 STIRRUP @ 8" O.C. C-9 CMU 16" 16" 10'-5" 1 V-7" 22'-2" COLUMN BLOCK, POUR SOLID, 3000 PSI W/ (4) #6 CONT. W/ #3 STIRRUP @ 8" O.C. C-10 STEEL 4" 4" 1 11'-5" 1 V-11" 23'-4" 4" SQ. X 3/8" TH. W/ 10"X10" BASE PLATE & 6"X10" TOP PLATE, SEE SHEET S-6 FOR DETAILS. C-11 CMU 12" 12" 4'-0" 25'-l" 29'-l" COLUMN BLOCK, POUR SOLID, 3000 PSI W/ (4) #6 CONT. W/ #3 STIRRUP @ 8" O.C. C-12 CMU 16" 16" 10'-5" 1 25'-l" 35'-6" COLUMN BLOCK, POUR SOLID, 3000 PSI W/ (4) #6 CONT. W/ #3 STIRRUP @ 8" O.C. BEAM SCHEDULE MARK TYPE SIZE ELEVATION REINFORCEMENT W I H L BOT. I TOP B-1 TB-2 8" 23" CONT. 9'-4" 1 l'-3" (8) #5 CONT. W/ (2) #3 STIRRUPS @ 12" O.C. MAX. B-2 TB-2 8" 21" CONT. 9'4" 11'-1" (8) #5 CONT. W/ (2) #3 STIRRUPS @ 12" O.C. MAX. B-3 TB-2 8" 18" CONT. 9'-4" 10'-10" (6) #6 CONT. W/ (2) #3 STIRRUPS @ 4" O.C. MAX. B-4 TB-2A 8" 23721" CONT. 9'-4" 11'-3" (8) #5 CONT. W/ (2) #3 STIRRUPS @ 12" O.C. MAX. B-5 TB-2 8" 34" 15-8" 9'-4" 12'-2" (8) #5 CONT. W/ (2) #3 STIRRUPS @ 12" O.C. MAX. B-6 TB-2A 16" 25"/19" CONT. 9'-4" 1 V-5" (8) #5 CONT. W/ (2) #3 STIRRUPS @ 12" O.C. MAX. B-7 TB-2A 8" 23"/19' 27 -10" 9' 4" 11'-3" (8) #5 CONT. W/ (2) #3 STIRRUPS @ 12" O.C. MAX. B-8 TB-2 8" 24" CONT. 22 -2" 24' 2" (8) #5 CONT. W/ (2) #3 STIRRUPS @ 12" O.C. MAX. B-9 TB-2A 8" 24"/26 27 -10" 22 -2" 24'-4' (8) #5 CONT. W/ (2) #3 STIRRUPS @ 12" O.C. MAX. B-10 TB -1 8" 14" 16'-8" 24'-4" 25'-6" (4) #5 CONT. (POURED W/ FLOOR TOPPING) B-11 TB-2 8" 40" CONT. 35'-6" 38'-10L(8) ONT. W/ (2) #3 STIRRUPS @ 12" O.C. MAX. B-12 TB-2 8" 40" 27'-10" 35'-6" 38'-10ONT. W/ (2) #3 STIRRUPS @ 12" O.C. MAX. B-13 WB-1 8" 12" CONT. 9'-4" 10'-4"OD BEAM TYPE - WB1 MASONRY OPENING LEGEND MARK OPENINGP6-41/2" ATION LINTEL WIDTH HEIGHTSILL/THLD. M-1 16'-10" NA NA B-1 M-2 16'-0" 8'-01, -l'-71/2" 2 L2 M-3 1'-4" 9'-10" -0',6" B-2 M-4 6'-4" 9'-10" 4-6" B-3 M-5 4'-8" 9'-10" 9'-4" 0'-6" B-2 M-6 6-4" 8'-0" 8'-0" 0'-0" L1 M-7 4' 0" 4' 0" 8'-0" 4' O" Lt M-8 8' 0" 2'-0" 8'-0" W-O" L1 M-9 8'-0" 2 -0" &-0" 6'-0' L1 M-10 8'-8" 9'-10" 9'4" -0-6" B-6 M-11 25'-2" 9'-10" T-4" 4-15" 8-6 M-12 8'-8" 9'-10" 9'-4" -0'-6" B-6 M-13 8'-0" 8'-0" 8'-0" 0'-0., L1 M-14 2'-6" 3'-0" 8'-O" T-0" Lt M-15 15'-4" 9'-10" 9'-4" -0'-6" B-1 M-16 V-4" 0'-8" -0'-5" 1'-1" L1 M-17 V-4" 0'-8" 4-6" -1'-2" L1 M-18 V-4" 0'-8" -0'-7" -V3" L1 M-19 V-4" 0'-8" -0'-8" -1'-4" Lt M-20 V-4" NA 9'-4" NA B-1 M-21 4'-4" 7'-0" 7'-0" 0'_0" L1 M-22 T-O" 8'-0" 20'-2" (8'-0") 12'-2" (0'-0") L1 M-23 2'-10" 8'-0" 20'-2" (8'-0") 12'-2" (0'-0") L1 M-24 2'-6" T-0" 20'-2" (8--0") 17'-2" (T-0") L1 M-25 T-4" 6-4" 22'-2" (10'4") 15'-10" (T-8") L1 M-26 5'-0" 10'-5" 22'-2" (10'-0") 1 V-7" (4-5") L1 M-27 3'-0" T-O" 20'-2" (8,-0") 17'-2" (5'4") L1 M-28 8'-0" 2'4" 21'-6" (9'4") 19'-6" (T-4") L1 M-29 4'4" 5'-4" 21'-6" (T-4") 16-2" (4'-0") L1 M-30 8'-8" 10'-5" 22'-2" (10,-0") l l'-7" (4-51 B-8 M-31 25'-2" 10'-5" 22'-2" (10'4") 1 V-7" (4-5") B-8 M-32 8'-8" 10'-5" 22'-2" (10'-0") 11'-7" (4-5") B-8 M-33 23'-10" 10'-0" 22'-2" (10--0") 12'-2" (0'-0") B-9 M-34 4'-O" 5'-4" 21'-6" (9'4") 16'-2" (4'-0") L1 M-35 8'-8" 2'4" 22'-10" (10'-8") 20710" (8'-8") L1 M-36 2'-8" 4'-8" 20'-2" (&-0") 15'-6" (T-4") L1 M-37 T-4" T-0" 20'-2" (8'-0") 17'-2" (5'4") L1 M-38 4'-4" T-0" 19,-2" (T-0") 12'-2" (0'-0") L1 M-39 7'-0" 8'-0" 33'-6" (8'-0") 25'-6" (9-0") L1 M-40 2'-10" 8'-0" 33'-6" (8--0") 25'-6" (0'-0") L1 M-41 2'-6" T-0" 33'-6" (8'-0") 307-6" (5'-0") L1 M-42 T-O" T-O" 33'-6" (T-0") 30'-6" (5'-0") L1 M-43 8'-B" 2'-O" 33'-10" (9'-4") 32'-10" (T-4") L1 M-44 4'4' T-4" 33'-10" (9'-4") 29'-6" (4'-0") L1 M-45 8'-8" 10'-5" 35'-6" (10'-0") 25'-1" (-0'-5") B-11 M-46 25'-2" 10'-5" 35'-6" (10'-0") 25'-1" (4-5") B-11 M-47 8'-8" 10'-5" 35'-6" (10'-0") 25'-l" (4-5") B-11 M-48 23'-10" 10'-0" 35'-6" (10'-0") 25'-6" (U-0") B-12 M-49 4'-0" 5'-4" 33 -10" (9'4") 29' 6" (4' 0") L1 M-50 8'-8" 2'-0" 33 -10" (9 -4") 32 -10" (7' 4") L1 M-51 4'-0" 4'-8" 33'-10" (9'-4") 30'-6•' (5'-0") L1 M-52 4'-4" T-0" 32'-6" (8'-0") 25'-6" (0--0") L1 NOTES: 1. VERIFY ALL OPENING SIZES PRIOR TO CONSTRUCTION. 2. CONFIRM OPENINGS FOR WINDOWS & DOORS W/ SUPPLIER. 3. HOLD CMU DOWN ON ALL SILLS TO ACOMMODATE MIN. 4" H. POURED CONCRETE SILL W/ (1) #5 CONT. 4. ADJUST DOOR THRESHOLDS & HEADERS HEIGHTS AS REQ'D. FOR THRESHOLD RECESSES & FINISH FLOORING MATERIAL THICKNESSES. LINTEL / BEAM / HEADER LEGEND LINTEL L1 (SPANS UP TO 1U-0") 8 X 8 PRECAST/PRESTRESSED LINTEL. FILLED SOLID W/ 3000 PSI PUMP MIX & (1) #5 BAR CONT. AT LINTEL. MIN. UNIFORM LOAD CARRYING CAPACITY OF 950 LB/FT :_• LINTEL L2 (SPANS GREATER THAN 10'-0") >. < ak 8 X 8 PRECAST/PRESTRESSED LINTEL BOTTOM AND ` (1) COURSE BOND BEAM ABOVE. FILLED SOLID W/ 3000 PSI PUMP MIX & (2) #5 BARS CONT. *S (1) AT BOT. OF LINTEL & (1) AT BOND BEAM. MIN. UNIFORM LOAD CARRYING CAPACITY OF 1400 LB/FT TIE -BEAM - TB1 (BEAMS LESS THAN 16' DEEP) SEE BEAM SCHEDULE FOR SIZE AND REINFORCEMENT. TIE -BEAM - TB2 (BEAMS GREATER THAN 18" DEEP) SEE BEAM SCHEDULE FOR SIZE AND REINFORCEMENT. 4" 4" TIE -BEAM -TB1A/TB2A (W/STEP-DOWN) TYPICAL TIE BEAM W/ STEP-DOWN AT BALCONY. w , SEE BEAM SCHEDULE FOR SIZE AND REINFORCEMENT. w w .i: s l A 2; 4" 2', WOOD BEAM - WB1 q (2) 2 X 12 P.T., R.S.C., OR OTHER, PROVIDE 4" SPACE ( TO MATCH WIDTH OF WOOD COLUMN BELOW. STRUCTURAL WALL LEGEND ®TYPICAL 8" CMU WALL: (ELEV. SHAFT, 2nd, & 3rd FLRS) 8" CMU WALL W/ FILLED CELLS @ 24" O.C. W/ (1) #6 VERT. BREAKAWAY 8" CMU WALL: (TYPICAL AT 1st FLOOR) 8" CMU WALL W/ FILLED CELLS @ 32" O.C. W/ (1) #5 VERT. "NO" STRUCTURAL CONNECTION AT TOP, BOTTOM, OR ENDS. REFER 18/S-6 FOR DETAILS. POURED CONCRETE COLUMN: (TYPICAL AT 1st FLOOR) SEE PLAN FOR LOCATIONS & SCHEDULE FOR SIZE & REINF. NOTES: 1. SEE PLANS FOR WALL THICKNESS. 2. SEE ARCHITECTURAL PLANS, SECTIONS, DETAILS, FOR COMPLETE WALL ASSEMBLY. HOLLOW CORE SLAB LEGEND 8" HOLLOW CORE SLAB W/ 3" TOPPING. TYPICAL AT 2nd FLOOR LIVING AREA. HOLLOW CORE SLAB W/ ®" 6" TOPPING. TYPICAL AT 3rd FLOOR LIVING AREA. 8" HOLLOW CORE SLAB LA SLOPED TOPPING. SEE PLANS T FOR TOPPING THICKNESS. TYP. AT EAST EXTERIOR BALCONIES. HOLLOW CORE SLAB ®6" F F SLOPED TOPPING. SEE PLANS FOR TOPPING THICKNESS. TYP. AT NORTHWEST EXTERIOR BALCONIES. MIN. 4" D. SHOWER RECESS, FORM & POUR W/ CONIC. SLAB/TOPPING. SEE PLAN FOR LOCATIONS. FI 4" H. X 3 1/2" W. SHOWER CURB, FORM & POUR W/ CONC. TOPPING. SEE PLAN FOR LOCATIONS. v !1 Om V 4' 9 ml 27 -10" Mll B-6 B-6 B-6 Q3 - - - - - - - - - - :mn- - - - - - - - - - - - - - - - 7.50(-61/4") Q2 7.50 -61/4" 22 7.50(-61/4" MATCH LINE MATCH LINE MATCH LINE j � I I 56 j 9'-11" j VIA" T-Y 1' 4' V-4" T-3" 1' " C"4 B 7 M13 C 4 ------ ll - 11 to 5" STEP it ( ll Pl j FILLED CELLS W/ R tt j (1) #5 VERT. @ 61 j 32" O.C. MAX. TYP. @ BREAKAWAY 4" SHOWER RECESS WALLS, REFER TO (FIELD ADJ. AS REQ'D.) 181 FOR DETAIL. j � I o 1stFLOOR F.F.=0'-0-82 IPUZ2�i j I � I 5'-8" ll 8'-2" 8 8" 4' 4" 8" C-4 j M21 2 L1 00 5 1/2" STEP ll ll - - - - a o= 14 14 •_ B-1 ° 11 A ( j tl S-6 S-6 " W12X50 " W12X50 0 o m Il P - U-51 2" j i l 75 0 7.50 (-61/4"). I S-6 a B-1 0 it -V-2" A -1'-2" 11 d FILL ALL CMU CELLS L 21 POURED CONC-STEPS SOLID (2) 7" RISERS, (1)11" TREAD. Pt i t l 1 AT ELEVATOR SOUTf I WALL, SEE S-B FOR REFERENCE. l l AT ALL (3) LEVELS, CONFIRM is I W/ ELEVATOR MFR. FILLED CELLS W/ l l (1) #5 VERT. @ u t l 32" O.C. MAX. t t 4'-4" X 4'-8" X 12" D. ELEV. PIT TYP. @ BREAKAWAY C-4 VERIFY SIZE & DEPTH I / ELEV. MFR. WALLS, REFER TO 18/S-6 FOR DETAIL. l l l 1 STEP VARIES I ±14" TO 18" Q ll t td � o ll It tt R it COLUMN BASEPLATE Il EXTENDS TO GRADE BEAM C-4 16" X 16" X 22" D. W12X50 j/aWl 2X50 BASEPLATE RECESS. � C514 15 12 S-6 5-6 S-6 I it it ll ll STEP VARIES it ±14" TO 18" Q bl i ll d Q ll it it ll ll ll W REFER TO DETAILS 1/S-6 & 2/S-6 FOR DOOR RECESS/SLOPE. VERIFY 2 1 l M6 B 4 I L1 1 B 4 C-4 1,4„ Q SIZE W/OWNER & W/ DOOR MFR. 1'4" 8, 1' 6" Q 6'-4 8" 1'1" 0' S" v 1 5" STEPQ (6-39) Q mIII -1'-71/2-' J- - O C-4 � o- -0'-5 3/4" m m B-1 o M2 B-1 L2 B-2 N --------------------- -- 1 - - - - - - - - - - - - - - - - - - - ---- O B 1 coM1 B-1 C-3 -1 B-3 M4 B-3 B-3 64" l'-4" 8" 16-10" V-4" 9'-0" 18'-10" 27'-10" QC ED CONC. STEPS/4" RISERS, (2) 11"TREADS.-8 FOR REFERENCE. FIRST FLOOR STRUCTURAL PLAN S-4 r.. M m gm C-4 C-4 I 1. tJ w v iz SCALE: 7/4" = 1'-0" C 13'-4" V-4" 10'-8" 1'A" 3" 8" 8' 8' -- ■STRUCTURAL NOTES: F 1. ALL WC7RK SHALL BE IN ACCORDANCE WITH LOCAL BUILDING CODES AND ORDINANCES. REVISIONS: (2017 FLORIDA BUILDING CODE & ST. LUCIE COUNTY AMENDMENTS.) No: DATE COMMENTS 2. DESIGN WIND LOADS ARE BASED ON A VELOCITY OF 170 M.P.H. VELOCITY ULTIMATE, Qj 04-08-19 MISC. REV. E IMPORTANCE FACTOR 1.0, EXPOSURE D, RISK CATEGORY II. C 3. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS ON SITE & A 06-19-19 BLDG. DEPT. REV. & REPORT ANY DISCREPANCIES IMMEDIATELY TO THE OWNER, ARCHITECT, &/OR ENGINEER. 4. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS GIVEN ON STRUCTURAL DRAWINGS RELATING TO GRID LINES, COLUMN AND WALL LOCATIONS, STRUCTURAL L MEMBER SIZES, FINISH FLOOR ELEVATIONS, ETC. VERSUS THE ARCHITECTURAL & MEP PLANS. c DISCREPANCY SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ARCHITECT &/OR ENGINEER. WORK SHALL NOT COMMENCE UNTIL THE DISCREPANCIES ARE RESOLVED. h 5. THE CONTRACTOR SHALL REFER TO THE ARCHITECT &/OR ENGINEER FOR INSTRUCTIONS FOR ANY DIMENSION NOT GIVEN ON DRAWINGS. SCALING OF THE DRAWINGS SHALL f NOT BE USED TO OBTAIN OR VERIFY ANY DIMENSION SHOWN ON THE DRAWINGS, 6. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 301-16 & ACI 318-14. l 7. REFER TO GEO-TECHNICAL REPORT FROM FLORIDA ENGINEERING & TESTING, 1 FOR SITE PREPARATION RECOMMENDATIONS & AUGER PILE REQUIREMENTS. 8. REFER TO FOUNDATION DRAWINGS (SHEETS F-1, F-2, F-3) BY CSM ENGINEERING, ; FOR FOUNDATION, GRADE BEAM, SLAB & AUGER PILE REQUIREMENTS & DETAILS. 9. SEE SITE PLAN SHEET'C-l' FOR SITE / BUILDING PAD PREPARATION NOTES. I 10, REFER TO FOUNDATION DRAWINGS FOR FOUNDATION, SLAB ON GRADE, AUGER PILE, I &GRADE BEAM CONCRETE SPECIFICATIONS (STRENGHTS &MIXES). 11. CONCRETE STRENGTH SHALL BE 3000 PSI GRADE COMPRESSIVE STRENGTH AT 28 DAYS. A. 3,000 PSI PEA ROCK PUMP MIX FOR HOLLOW CORE TOPPING. B. 3,000 PSI PEA ROCK PUMP MIX FOR FORMED &POURED COLUMNS &BEAMS. C. 3,000 PSI GROUT MIX (8" TO 10" SLUMP) FOR CMU FILLED CELLS & CMU COL. BLOCK. 12. GROUT FILLED MASONRY WALLS, f' m, COMPRESSIVE STRENGTH = 1500 P.S.I. IN 28 DAYS. 13. REINFORCING STEEL SHALL BE IN ACCORDANCE WITH ASTM A615 GRADE 60, PROVIDE N I 48 BAR DIAMETER LAP TYPICAL, UNLESS NOTED OR DETAILED OTHERWISE. 14. STRUCTURAL STEEL SHALL BE ASTM A36. 15. ANCHOR BOLTS AND STUDS SHALL BE ASTM A307. 16. PROVIDE MIN. STEEL REINFORCEMENT COVER: 1 1/2" AT COLUMN & BEAMS, 1" AT SLABS, & 3" WHERE ON OR BELOW GRADE. O L 17. 6 x 6 - W2.1 x W2.1 WELDED WIRE MESH (WWM), FLAT SHEET REINFORCEMENT, SHALL BE O I• ) PROVIDED IN 4th FLOOR HOLLOW CORE TOPPING. 1& PROVIDE HARD TROWEL FINISH ON INTERIOR BUILDING SLAB AND LIGHT BROOM FINISH ON L O ALL EXTERIOR SLABS/PADS. 1 , . J �' 19. MIN. 6 MIL VAPOR/RADON BARRIER UNDER SLAB, LAP/TAPE SEAMS, TAPE/SEAL PENETRATIONS. Lu ` rn 20. SOIL POISON FINISHED BUILDING PAD/SOIL, PROVIDE MIN. ONE (1) YEAR WARRANTY, PAD/SOIL V T I SHALL REMAIN UNDISTURBED AFTER TREATMENT. Z Z Q 'C 21. PROVIDE FILLED CELLS W/ (1) #6 VERTICAL @ 24" O.C. U.N.O. AND/OR AS SHOWN ON PLAN. I 22. HORIZONTAL MASONRY JOINT REINFORCEMENT, LADDER MESH EVERY OTHER COURSE,cc Q 4 23. PRE -CAST LINTELS PROVIDED BY MASONRY CONTRACTOR, SEE SCHEDULE & DETAILS. (^ LINTELS EXTEND 8" BEYOND OPENING EACH SIDE. r w V 01 24. COORDINATE ALL OPENING SIZES & LOCATIONS W/ ALL TRADES, PRIOR TO CONSTRUCTION. C)1 25, ALL REQ'D. PENETRATIONS THRU POURED CONCRETE SLABS, COLUMNS, & BEAMS SHALL BE /y FORMED/SLEEVED W/ CONC. POURS. COORDINATE W/ ALL TRADES FOR SIZES & LOCATIONS. c, O Z W\ BREAKAWAY (FRANGIBLE) WALL NOTES: 1. AT 1st FLOOR ONLY ALL CMU INFILL SECTIONS BETWEEN POURED O COLUMNS SHALL BE FRANGIBLE. a 2. EXTERIOR BREAK AWAY WALL SECTIONS BETWEEN REINFORCED POURED Q. COLUMNS SHALL BE CONSTRUCTED OF UN -REINFORCED HOLLOW CMU, O Q NO CONNECTIONS STRUCTURALLY TO COLUMNS BEAMS OR SLAB. Olt MAX. 8" THICK WALLS ALLOWED. A O 3. SEE SECTIONS, DETAILS, &ARCHITECTURAL DRAWINGS FOR FURTHER DETAILS. '•i ,OAA Y / I I I WEB FOR FtEV1cOMpt.IANCE CODE colj v GCE C-7 =1=====_=___ =1= C-6 A 4 C C -I( fl- A III Ill C- C 7 FOOTING BELOW IIII II I� SEE SHEET T-2' FOR II II c m jl II OIIII DETAILS, TYP. OF (4). II II m m IIII© 1r4' II C-7 �- II I I I I C-6 PAVERS I I I I -ftm B C gi C B C-7 C-6 A C C A -ti tF MATCH LINE MATCH LINE MATCH LINE PERGOLA COLUMN & BEAM ANCHORS MAX. CITY' OF FASTENERS PER CONNECTOR MARK MANUFACTURER ANCHOR UPLIFT ANCHORS PER CONN. TO COLUMN TO BEAM TO CMU/CONC. C688 THRU OA SIMPSON (STAINLESS) 6,710 1 BOLTS N/A EMBEDDED STAINLESS STEEL (2) 3/4" 0 X THRU-BOLTS O SIMPSON PS418PC 5,030 2 THRU-BOLTS CONTINUOUS N/A STAINLESS STEEL O SIMPSON LUC210 1,015 1 (10) 10d X 1-1/2" (6) 10d X 1-1/2" N/A 2 1, PERGOLA STRUCTURAL PLAN S-q j SCALE: 1/4" = Y-0" DESIGN CRITERIA 2017 FBC CHAPTER 16 & ASCE 7-10 HUTCHINSON ISLAND, ST. LUCIE COUNTY, FL V ult. WIND SPEED: 170 MPH EQUIV. BASIC WIND SPEED: 132 MPH RISK CATEGORY: 2 EXPOSURE: D MEAN HEIGHT: 42'-1" SLOPE: 5 : 12 ENCLOSED STRUCTURE INTERNAL PRESSURE: ±0.18 REFER TO FOUNDATION DRAWINGS, SHEETS F-1, F-2, & F-3 PREPARED BY CSM ENGINEERING FOR FOUNDATION, GRADE BEAM, SLAB & AUGER PILE REQUIREMENTS & DETAILS. s d 00I.D GO N 70 C�., L Q Ln # W N LI 0) vn 4-J v Iw i lZ 0 O Q O N i ) to O � oM q z a� _a U c o • C Q t O 0 � - CC) N N J Job Number: Drawn By: rss Date: 03-20-19 Sheet Number S-4 11 E STRUCTURAL NOTES: 1. ALL WORK SHALL BE IN ACCORDANCE WITH LOCAL BUILDING CODES AND ORDINANCES. (2017 FLORIDA BUILDING CODE & ST. LUCIE COUNTY AMENDMENTS.) 2. DESIGN WIND LOADS ARE BASED ON A VELOCITY OF 170 M.P.H. VELOCITY ULTIMATE, IMPORTANCE FACTOR 1.0, EXPOSURE D, RISK CATEGORY II. 3. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS ON SITE & & REPORT ANY DISCREPANCIES IMMEDIATELY TO THE OWNER, ARCHITECT, &/OR ENGINEER. 4. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS GIVEN ON STRUCTURAL DRAWINGS RELATING TO GRID LINES, COLUMN AND WALL LOCATIONS, STRUCTURAL MEMBER SIZES, FINISH FLOOR ELEVATIONS, ETC. VERSUS THE ARCHITECTURAL & MEP PLANS. DISCREPANCY SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ARCHITECT &/OR ENGINEER. WORK SHALL NOT COMMENCE UNTIL THE DISCREPANCIES ARE RESOLVED. 5. THE CONTRACTOR SHALL REFER TO THE ARCHITECT &/OR ENGINEER FOR INSTRUCTIONS FOR ANY DIMENSION NOT GIVEN ON DRAWINGS. SCALING OF THE DRAWINGS SHALL NOT BE USED TO OBTAIN OR VERIFY ANY DIMENSION SHOWN ON THE DRAWINGS. 6. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 301-16 & ACI 318-14. 7. REFER TO GEO-TECHNICAL REPORT FROM FLORIDA ENGINEERING & TESTING, FOR SITE PREPARATION RECOMMENDATIONS & AUGER PILE REQUIREMENTS. 8. REFER TO FOUNDATION DRAWINGS (SHEETS F-1, F-2, F-3) BY CSM ENGINEERING, FOR FOUNDATION, GRADE BEAM, SLAB & AUGER PILE REQUIREMENTS & DETAILS. 9. SEE SITE PLAN SHEET'C-1' FOR SITE / BUILDING PAD PREPARATION NOTES. 10. REFER TO FOUNDATION DRAWINGS FOR FOUNDATION, SLAB ON GRADE, AUGER PILE, & GRADE BEAM CONCRETE SPECIFICATIONS (STRENGHTS & MIXES). 11. CONCRETE STRENGTH SHALL BE 3000 PSI GRADE COMPRESSIVE STRENGTH AT 28 DAYS. A. 3,000 PSI PEA ROCK PUMP MIX FOR HOLLOW CORE TOPPING. B. 3,000 PSI PEA ROCK PUMP MIX FOR FORMED & POURED COLUMNS & BEAMS. C. 3,000 PSI GROUT MIX (8" TO 10" SLUMP) FOR CMU FILLED CELLS & CMU COL. BLOCK. 12. GROUT FILLED MASONRY WALLS, f' m , COMPRESSIVE STRENGTH = 1500 P.S.I. IN 28 DAYS. 13. REINFORCING STEEL SHALL BE IN ACCORDANCE WITH ASTM A615 GRADE 60, PROVIDE 48 BAR DIAMETER LAP TYPICAL, UNLESS NOTED OR DETAILED OTHERWISE. 14. STRUCTURAL STEEL SHALL BE ASTM A36. 15. ANCHOR BOLTS AND STUDS SHALL BE ASTM A307. 16. PROVIDE MIN. STEEL REINFORCEMENT COVER: 1 1/2" AT COLUMN & BEAMS, 1" AT SLABS, & 3" WHERE ON OR BELOW GRADE. 17. 6 x 6 - W2.1 x W2.1 WELDED WIRE MESH (WWM), FLAT SHEET REINFORCEMENT, SHALL BE PROVIDED IN 4th FLOOR HOLLOW CORE TOPPING. 18. PROVIDE HARD TROWEL FINISH ON INTERIOR BUILDING SLAB AND LIGHT BROOM FINISH ON ALL EXTERIOR SLABS/PADS, 19. MIN, 6 MIL VAPOR/RADON BARRIER UNDER SLAB, LAP/TAPE SEAMS, TAPE/SEAL PENETRATIONS, 20. SOIL POISON FINISHED BUILDING PAD/SOIL, PROVIDE MIN. ONE (1) YEAR WARRANTY, PAD/SOIL SHALL REMAIN UNDISTURBED AFTER TREATMENT. 21. PROVIDE FILLED CELLS W/ (1) #5 VERTICAL @ 24" O.C. U.N.O. AND/OR AS SHOWN ON PLAN. 22. HORIZONTAL MASONRY JOINT REINFORCEMENT, LADDER MESH EVERY OTHER COURSE. 23. PRE -CAST LINTELS PROVIDED BY MASONRY CONTRACTOR, SEE SCHEDULE & DETAILS. LINTELS EXTEND 8" BEYOND OPENING EACH SIDE. 24. COORDINATE ALL OPENING SIZES & LOCATIONS W/ ALL TRADES, PRIOR TO CONSTRUCTION. 25. ALL REQ'D. PENETRATIONS THRU POURED CONCRETE SLABS, COLUMNS, & BEAMS SHALL BE FORMED/SLEEVED W/ CONC. POURS. COORDINATE W/ ALL TRADES FOR SIZES & LOCATIONS. BREAKAWAY (FRANGIBLE) WALL NOTES: 1. AT 1st FLOOR ONLY ALL CMU INFILL SECTIONS BETWEEN POURED COLUMNS SHALL BE FRANGIBLE. 2. EXTERIOR BREAK AWAY WALL SECTIONS BETWEEN REINFORCED POURED COLUMNS SHALL BE CONSTRUCTED OF UN -REINFORCED HOLLOW CMU, NO CONNECTIONS STRUCTURALLY TO COLUMNS BEAMS OR SLAB. MAX. 8" THICK WALLS ALLOWED. 3. SEE SECTIONS, DETAILS, & ARCHITECTURAL DRAWINGS FOR FURTHER DETAILS COLUMN SCHEDULE TYPE ELEMARK REINFORCEMENT/NOTES W LSIZE H BOT. TONP C-1 CONC 8" 16" 1 12'-6" -V-10" 10'-8" FORMED & POURED COLUMN, 3000 PSI W/ (4) #6 CONT. W/ #3 STIRRUP @ 8" O.C. C-2 CONC 8" 16" 12'-6" -1'-10" 10'-8" FORMED & POURED COLUMN, 3000 PSI W/ (4) #6 CONT. W/ #3 STIRRUP @ 8" O.C. C-3 CMU 16" 16" 11'-10" -1'-10" 10'-0" COLUMN BLOCK, POUR SOLID, 3000 PSI W/ (4) #6 CONT. W/ #3 STIRRUP @ 8" O.C. C-4 CMU 16" 16" 1 V-2" -1'-10" 9'-4" COLUMN BLOCK, POUR SOLID, 3000 PSI W/ (4) #8 CONT. W/ #3 STIRRUP @ 8" O.C. C-5 CMU 16" 16" 8'-8" 11'-2" 19'-10" COLUMN BLOCK, POUR SOLID, 3000 PSI W/ (4) #6 CONT. W/ #3 STIRRUP @ 8" O.C. C-6 CMU 12" 12" 4'-0" 33'-4" 37'-4" COLUMN BLOCK, POUR SOLID, 3000 PSI W/ (4) #5 CONT. W/ #3 STIRRUP @ 8" Q.C. C-7 STEEL 4" 4" ±11'-5" -1'-9" ±9'-8" 4" SQ. X 3/8" TH. W/ 10"X10" BASE PLATE & 6"X10" TOP PLATE, SEE SHEET S-6 FOR DETAILS. G8 STEEL 4" 4" ±10'-7" 10'-8" ±21'-3" 4" SQ. X 3/8" TH. W/ 8"X10" BASE PLATE & 6"X10" TOP PLATE, SEE SHEET S-6 FOR DETAILS. C-9 STEEL 4" 4" ±9'-3" 22'-3" ±31'-5" 4" SQ. X 3/8" TH. W/ 8"X10" BASE PLATE & 6"X10" TOP PLATE, SEE SHEET S-6 FOR DETAILS. CONCRETE TIE BEAM SCHEDULE MARK TYPE SIZE REINFORCEMENT W L B-1 TB-1 8" 16" CONT. (2) #8 BOT. (2) #6 TOP CONT. W/ (1) #3 STIRRUPS @ 4" O.C. MAX. B-2 TB-1A 8" 14" 27'-10" (6) #5 CONT. W/ (1) #3 STIRRUPS @ 12" O.C. MAX. B-3 T13-1 8" 14" 2T-10" (6) #5 CONT. W/ (1) #3 STIRRUPS @ 12" O.C. MAX. B-4 TB-2 8" 27" 16'-5" (6) #6 CONT. W/ (2) #3 STIRRUPS @ 4" O.C. MAX. B-5 TB-2 8" 24" CONT. (8) #5 CONT. W/ (2) #3 STIRRUPS @ 12" O.C. MAX. B-6 TB-2A 8" 30" 2T-10" (8) #5 CONT, W/ (2) #3 STIRRUPS @ 12" O.C. MAX. B-7 TB-2 8" 27" 27'-10" (8) #5 CONT. W/ (2) #3 STIRRUPS @ 12" O.C. MAX. B-8 TB-1 8" 12" 6'-8" (4) #5 CONT. W/ (1) #3 STIRRUPS @ 12" O.C. MAX. B-9 TB-1 8" 11" 16'-5" (2) #5 CONT. (POURED W/ FLOOR TOPPING) B-10 TB-1 8" 141/4" 15'-4" (2) #5 CONT. (POURED W/ FLOOR TOPPING) B-11 TB-1 12" 16" 20'-0" (4) #8 BOT. (2) #6 TOP CONT. W/ (1) #3 STIRRUPS @ 4" O.C. MAX. B-12 TB -I 16" 11"-14" 8'-0" (4) #5 CONT. W/ (1) #3 STIRRUPS @ 8" O.C. MAX. B-13 TB-1 12" 16" 8'-0" (4) #8 BOT. (2) #6 TOP CONT. W/ (1) #3 STIRRUPS @ 4" P.C. MAX. B-14 TB-1 16" 11" 8'-0" (4) #5 CONT. W/ (1) #3 STIRRUPS @ 8" O.C. MAX. LINTEL / BEAM / HEADER TYPES LINTEL L1 (SPANS UP TO 10'-0") 8 X 8 PRECAST/PRESTRESSED LINTEL. FILLED SOLID W/ 3000 PSI PUMP MIX & (1) #5 BAR CONT. AT LINTEL. MIN. UNIFORM LOAD CARRYING CAPACITY OF 950 LB/FT x�++> LINTEL L2 (SPANS GREATER THAN 10'-0") 8 X 8 PRECAST/PRESTRESSED LINTEL BOTTOM AND (1) COURSE BOND BEAM ABOVE. FILLED SOLID W/ 3000 PSI PUMP MIX & (2) #5 BARS CONT. (1) AT BOT. OF LINTEL & (1) AT BOND BEAM. MIN. UNIFORM LOAD CARRYING CAPACITY OF 1400 LB/FT TIE -BEAM - TB1 (BEAMS LESS THAN 16" DEEP) 1 r SEE BEAM SCHEDULE FOR SIZE AND REINFORCEMENT. y' TIE -BEAM - T132 (BEAMS GREATER THAN 18" DEEP) SEE BEAM SCHEDULE FOR SIZE AND REINFORCEMENT. kA 4„ 4" N TIE -BEAM - TB1A/TB2A (W/STEP-DOWN) TYPICAL TIE BEAM W/ STEP-DOWN AT BALCONY. w SEE BEAM SCHEDULE FOR SIZE AND REINFORCEMENT. w w 9° 9I m w I. 1e. WOOD HEADER - H1 (3) 2 X 12 P.T. W/ (2) LAYERS INT. 1/2" PLYWOOD. GLUED & NAILED W/ 8d GALV. NAILS @ 8" O.C. STAGGERED. (NO JOINTS IN 2 X 12's REQUIRED/ALLOWED). DESIGN CRITERIA 2017 FBC CHAPTER 16 & ASCE 7-10 HUTCHINSON ISLAND, ST. LUCIE COUNTY, FL V ult. WIND SPEED: 170 MPH EQUIV. BASIC WIND SPEED: 132 MPH RISK CATEGORY: 2 EXPOSURE: D MEAN HEIGHT: 42'-1" SLOPE: 5:12 ENCLOSED STRUCTURE INTERNAL PRESSURE: ±0.18 STRUCTURAL WALL LEGEND TYPICAL EXTERIOR WALL: ®8" CMU WALL W/ FILLED CELLS @ 24" O.C. W/ (1) #5 VERT BREAKAWAY CMU WALL: 8" CMU WALL UN -REINFORCED HOLLOW, NO STRUCTURAL CONN. TOP, BOT., OR ENDS. EXTERIOR STUD WALL: 2X6, 2X8, OR 2X10 WOOD STUDS @ 16" O.C. NOTES: 1. SEE PLANS FOR WALL THICKNESS. 2. SEE ARCHITECTURAL PLANS, SECTIONS, DETAILS, FOR COMPLETE WALL ASSEMBLY. HOLLOW CORE SLAB LEGEND HOLLOW CORE SLAB W/ 3" TOPPING. TYPICAL AT 3" 2nd FLOOR LIVING AREA. HOLLOW CORE SLAB W/ ®" 6" TOPPING. TYPICAL AT 6 3rd FLOOR LIVING AREA. 8" HOLLOW CORE SLAB SLOPED TAPPING. SEE PLANS FOR TOPPING THICKNESS. TYP. AT EAST EXTERIOR BALCONIES. HOLLOW CORE SLAB ®6" e e SLOPED TOPPING. SEE PLANS LA FOR TOPPING THICKNESS. TYP. AT NORTHWEST EXTERIOR BALCONIES. MIN. 4" D. SHOWER RECESS, FORM & POUR W/ CONC. SLAB/TOPPING. SEE PLAN FOR LOCATIONS. 777771 4" H. X 3 1/2" W. SHOWER CURB, FORM &POUR W/ CONC. TOPPING. SEE PLAN FOR LOCATIONS. MASONRY OPENING LEGEND MARK OPENING ELEVATION LINTEL WIDTH HEIGHT HEADER SIILL /THLD. M-1 16-0" 8'-0" 6'-7" -1'-51/2" L2 M-2 6'-0" 8'-0" 8'-0" 0'-0" Lt M-3 2'-6" 8'-0" 8'-0" 4'-Op'L1 M-4 4'-0" 8'-0" 8'-0" 4'-0" L1 M-5 5'-4" 8'-0" 8'-0" 0'-0" L1 M-6 4'-4" T-0" 7'-0" 0'-0" L1 M-7 6'-8" 9'-4" 20'-11" (9'-4") 1 V-7" (0'-0") M-8 2'-6" T-0" 19'-7" (8'-0") 16'-7" (5'-0") L1 M-9 2'-6" 4'-0" 19'-7" (8'-0") 15'-7" (4'-0") L1 M-10 4'-0" 5'-0" 19'-7" (8'-0") 14'-7" (3'-0") L1 M-11 16'-0" 8'-0" 19'-7" (8'-0") 11'-7" (0'-0") B-6 M-12 4'-4" 7'-0" 17'-7" (T-0") 11'-7" (0'-0") L1 M-13 6'-8" 8'-0" 31'-2" (8'-0") 23'-2" (0'-0") L1 M-14 2'-6" T-0" 31'-2" (8'-0") 28'-2" (T-0") L1 M-15 2'-6" 4'-0" 31'-2" (8'-0") 27'-2" (4'-0") L1 M-16 4'-0" 4'-0" 31'-2" (8'-0") 27'-2" (4'-0") L1 M-17 T-0" 5'-0" 31'-2" (8'-0") 26'-2" (T-0") L1 M-18 8'-0" 8'-0" 31'-2" (8'-0") 23'-2" (0'-0") L1 M-19 5'-4" T-O" 31'-2" (8'-0") 26'-2" (T-0") L1 M-20 6-0" 5'-0" 31'-2" (8'-0") 26'-2" (T-0") L1 M-21 2'-6" T-O" 31'-2" (8'-0") 28'-2" (5'-0") Lt M-22 4'-4" 7'-0" 30'-2" (T-O") 23'-2" (0'-0") L1 M-23 4'-4" T-O" 40'-8 1/4" (7'-0") 3T-8 1/4" (0'-0") L1 M-24 1'-4" 0'-8" 4-7 1/2" (7.14) -1'-3 1/2" (6.48) L1 M-25 1'-4" 0'-8" 4-6 1/4" (7.24) -1'-2 1/4" (6.58) L1 M-26 1'-4" 0'-8" 4-4 1/2" (7.38) -1'-0 1/2" (6.72) L1 M-27 10'-6" 8'-0" 1 31'-2„ (8'-0") 23'-2" (0'-0") L2 NOTES: 1. VERIFY ALL OPENING SIZES PRIOR TO CONSTRUCTION. 2. CONFIRM OPENINGS FOR WINDOWS & DOORS W/ SUPPLIER. 3. HOLD CMU DOWN ON ALL SILLS TO ACOMMODATE MIN. 4" H. POURED CONCRETE SILL W/ (1) #5 CONT. 4. ADJUST DOOR THRESHOLDS & HEADERS HEIGHTS AS REQ'D. FOR THRESHOLD RECESSES & FINISH FLOORING MATERIAL THICKNESSES. cc n 27'-10" 4" 1 1'-4" 1 1-8" 16'-10" (1'-4" FIRST FLOOR STRUCTURAL PLAN SCALE: 1/4" _ S-4 T-3" 13'-4" I T-3" II MATCH LINE MATCH LINE MATCH LINE 2 PERGOLA STRUCTURAL PLAN S-4 SCALE: 114" = Y-0 lop O��Nss REFER TO FOUNDATION DRAWINGS, SHEETS F-1, F-2, & F-3 PREPARED BY CSM ENGINEERING FOR FOUNDATION, GRADE BEAM, SLAB & AUGER PILE REVISIONS: No: DATE COMMENTS N O w O U O V VQ M WZ�o o Lij ooc Q X � V O �Ikft �' W O Q 00 ao4- LAJ V ' 00 W (10 N T� V a00 LA �k Qj C Q0 v } J CS e Ac O Q O N N L O ZM t E s it O m ra N J O � ,w cD tZ boo ` �N �Q M z w Job Number: prawn By: rss te: 03-20-19 REQUIREMENTS & DETAILS. " umber -4 COLUMN SCHEDULE SIZE ELEVATION MARK TYPE W L H BOT. TOP REINFORCEMENT / NOTES C-1 CONK 16" 32" 1 V-2"-1'-10" T-4" FORMED & POURED COLUMN, 3000 PSI W/ (8) #6 CONT. W/ #3 STIRRUPS @ 8" O.C. C-2 CONIC 16" 32" 1 V-2" -1'-10" 9'-4" 'L' SHAPED FORMED & POURED COL., 3000 PSI W/ (10) #6 CONT. W/ #3 STIRRUP @ 8" O.C. C-3 CONIC 16" 16" 1 V-2" -1'-10" 9'-4" FORMED & POURED COLUMN, 3000 PSI W/ (8) #6 CONT. W/ #3 STIRRUPS @ 8" O.C. C-4 CONIC 8" 16" 1 V-2" -1'-10" 9'-4" FORMED & POURED COLUMN, 3000 PSI W/ (4) #6 CONT. W/ #3 STIRRUP @ 8" O.C. C-5 STEEL 4" 4" 12'-1" -1'-10" 10'-Y 4" SQ. X 3/8" TH. W/ 10"X10" BASE PLATE & 6- 10" TOP PLATE, SEE SHEET S-6 FOR DETAILS. C-6 CMU 16" 16" 4'-8" -1'-10" 2'-10" COLUMN BLOCK, POUR SOLID, 3000 PSI W/ (4) #6 CONT. W/ #3 STIRRUP @ 8" O.C. C-7 WOOD 8" 8" 7'-6" 2'-10" 10'-4" SOLID WOOD COLUMN C-8 CMU 12" 12" 10'-5" 11'-7" 22'-2" COLUMN BLOCK, POUR SOLID, 3000 PSI W/ (4) #6 CONT. W/ #3 STIRRUP @ 8" O.C. C-9 CMU 16" 16" 10'-5" 1 V-7" 22'-2" COLUMN BLOCK, POUR SOLID, 3000 PSI W/ (4) #6 CONT. W/ #3 STIRRUP @ 8" O.C. C-10 STEEL 4" 4" 1 V-5" 1 V-11" 23'-4" 4" SQ. X 3/8" TH. W/ 10"X10" BASE PLATE & 6"X10" TOP PLATE, SEE SHEET S-6 FOR DETAILS. C-11 CMU 12" 12" 4'-0" 25'-1" 29'-1" COLUMN BLOCK, POUR SOLID, 3000 PSI W/ (4) #6 CONT. W/ #3 STIRRUP @ 8" O.C. C-12 CMU 16" 16" 10'-5" 25'-1" 35'-6" COLUMN BLOCK, POUR SOLID, 3000 PSI W/ (4) #6 CONT. W/ #3 STIRRUP @ 8" O.C. BEAM SCHEDULE MARK TYPE SIZE ELEVATION REINFORCEMENT W H L SOT. TOP B-1 TB-2 8" 23" CONT. 9'-4' 11'-3" (8) #5 CONT. W/ (2) #3 STIRRUPS @ 12' O.C. MAX. B-2 TB-2 8" 21" CONT, 9'-4' 1 V-1" (8) #5 CONT. W/ (2) #3 STIRRUPS @ 12' O.C. MAX. B-3 TB-2 8" 18" CONT. 9'-4' 10'-10" (6) #6 CONT. W/ (2) #3 STIRRUPS @ 4' O.C. MAX. B-4 TB-2A 8" 23"/21" CONT, 9'-4" 11'-3" (8) #5 CONT. W/ (2) #3 STIRRUPS @ 12" O.C. MAX. B-5 TB-2 8" 34" 15'-B" 9 4" 12'-2" (8) #5 CONT. W/ (2) #3 STIRRUPS @ 12' O.C. MAX. B-6 TB-2A 16" 25'/19' CONT. 1 9--4" 11' 5" (8) #5 CONT. W/ (2) #3 STIRRUPS @ 12' O.C. MAX. B-7 TB-2A 8" 23'/19' 27 10' 1 9'-4' 11'-3" (8) #5 CONT. W/ (2) #3 STIRRUPS @ 12' O.C. MAX. B-8 TB-2 8" 24" CONT. 22' 2' 24'-2" (8) #5 CONT. W/ (2) #3 STIRRUPS @ 12" O.C. MAX. B-9 TB-2A 8" 24 /1 27 -10" 22' 2' 24'-4" (8) #5 CONT. W/ (2) #3 STIRRUPS @ 12" O.C. MAX. B-10 TB-1 1 8" 14" 16-8" 24' 4" 25'-6" (4) #5 CONT. (POURED W/ FLOOR TOPPING) B-11 TB-2 8" 40" CONT. 35'-6" 38'-10" (8) #5 CONT. W/ (2) #3 STIRRUPS @ 12" O.C. MAX. B-12 TB-2 8" 40" 27'-10 35'-6" 3&-10" 1 (8) #5 CONT. W/ (2) #3 STIRRUPS @ 12" O.C. MAX. B-13 WB-1 8" 12" CONT. 9'-4" 1 10'-4" 1 SEE WOOD BEAM TYPE - W131 MASONRY OPENING LEGEND OPENING ELEVATION LINTEL MARK WIDTH HEIGHT HEADER SILL /THLD. M-1 16'-10" NA 9'-4" NA B-1 M-2 16-0" 8'-01, 6'-41/2' 1'-71/2" 2 L2 M-3 V-4" 9'-10" T-4" -0'-6" B-2 M-4 6'-4' 9'-10" 9' 4" -0' 6" B-3 M-5 4'-8' 9 10" 9' 4" -0'-6" B-2 M-6 6'-4" 8' 0" 8'-0" 0'-0" L1 M-7 4'-0" 4'-0" 8' 0" 4' 0" L1 M -8 8'-0" 2'-0" 8'-0, 6'-0' L1 M-9 8'-0" 2'-0" 8' 0" 6' 0" L1 M-10 8'-8" 9 -10" 9' 4" 0' 6" B-6 M-11 25' 2' 9 -10" 9'-4" -0'-6'. B-6 M-12 8'-8" 9'-10" 9'-4" 4-6" 8-6 M-13 8'-0" 8'-0" 8'-0" 0'-0.. L1 M-14 2'-6" T-0" 8'-0" 5'-0" L1 M-15 15'-4" 9'-10" 9'-4" -0'-6" B-1 M-16 1'-4" 0'-8" 0'-51, 1'-1" L1 M-17 1'-4" 0'-8" -0'-6" -V-2" L1 M-18 1'-4" 0'-8" 0'-7" -1'-3" Lt M-19 V-4' 0'-81, 4-8" _V-4" L1 M-20 1'-4" NA 9'-4" NA 81 M-21 4'-4" T-0" 7 -O" 0'-O" L1 M-22 7'-0" 8'-0" 20' 2' (8'-0") 12'-2" (0,_0") L1 M-23 2'-10" 8'-0" 20'-2" (8'-0") 12'-2" (0--0") L1 M-24 2'-6" T-O" 20'-2' (8'-0") 17'-2' (5 -0") Lt M-25 7'-4" 6-4" 22' 2 (10'4") 15'-10" (T-8") L1 M-26 T-O" 10'-5" 22' 2" (10 0") 1 V-7 (0 -5") 1_1 M-27 T-O" T-0" 20'-2" (8' 0') 1T-2" (5' 0') L1 M-28 8'-0" 2'-0" 21' 6" (9' 4") 19'-6" (7'4') L1 M-29 4'-0" 5'-4" 21' 6" (9 -4") 16-2' (4 0") L1 M-30 8'-B.. 10'-5" 22' 2 (10--0') 1V-7" (0'-511) B 8 M-31 25'-2" 10'-5" 22'-2' (10'-0') 11'-7" (0'-5") B-8 M-32 8'-8" 10'-5" 22' 2' (10' 0") 1 V-7" (0' Y) B-8 M-33 23'-10" 10' 0" 22' 2' (10' 0') 12'-2' (0'-0") B 9 M-34 4'-0" 5'-4" 21 6" (9'-4") 16'-2" (4 -0") L1 M-35 8'-8" 2'-0" 22'-10" (10 -8') 20'10" (8' 8') L1 M-36 2'-8" 4'-8" 20 -2" (8'-0") 1 T-6" (T-4") L1 M-37 3'4" 3'-0" 20'-2" (8'-0") 17'-2" (T-0") L1 M-38 4'-4" 7'-0" 19 2" (7' 0") 12'-2' (0--0") L1 M-39 7'-0" 8'-0" 33 -6" (8--0') 25'-6' (0'-011) L1 M-40 2'-10" 8'-0" 33'-6" (8'-0") 25'-6" (0'-0") L1 M-41 2'-6" 3' 0" 33'-6" (8--0") 30'-6" (5'-0") L1 M-42 T-0" T-0" 33'-6" (8--0") 30'-6" (5'-0") L1 M-43 8'-8" 2'-0" 33'-10" (9'-4") 32'-10" (T-4") L1 M-44 4'-0" Y-4" 33'-10" (9'-4") 29'-6" (4'-0") L1 M-45 8'-8" 10'-5" 35'-6" (10'-0") 25'-1" (-0'-5") B-11 M-46 25' 2" 10'-5' 35'-6 (10' D") 25'-1" (0' 5') B-11 M-47 8' 8" 10'-5" 35' 6' (10'-0') 25'-1" (0' 5') B-11 M-48 23'-10' 10'-0" 35' 6 (10' 0) 25'-6' B 12 M-49 4'-0' 5' 4" 33'-10' (9' 4") 29'-6' (4 0') L1 M-50 8'-8' 2' 0' 33' 10" (9'-4') 32'-10" (7' 4) L1 M-51 4'-0' 4'-8' 33 -10" (9'-4') 30'-6' (5 -0") L1 M-52 4'-4" T-O" 32'-6" (8'-0") 25'-6" (0'-0") L1 NOTES: 1. VERIFY ALL OPENING SIZES PRIOR TO CONSTRUCTION. 2. CONFIRM OPENINGS FOR WINDOWS & DOORS W/ SUPPLIER. 3. HOLD CMU DOWN ON ALL SILLS TO ACOMMODATE MIN. 4" H. POURED CONCRETE SILL W/ (1) #5 CONT. 4. ADJUST DOOR THRESHOLDS & HEADERS HEIGHTS AS REQ'D. FOR THRESHOLD RECESSES & FINISH FLOORING MATERIAL THICKNESSES. 2nd FLR. EAST BALCONY T/ HOLLOW CORE SLAB = 11'-7" SLOPED TOPPING THICKNESS = 3" TO 4" �C-9 LINTEL / BEAM / HEADER LEGEND LINTEL L1 (SPANS UP TO 10'-0") 8 X 8 PRECAST/PRESTRESSED LINTEL. FILLED SOLID W/ 3000 PSI PUMP MIX & (1) #5 BAR CONT. AT LINTEL. MIN. UNIFORM LOAD CARRYING CAPACITY OF 950 LB/FT :r r LINTEL L2 (SPANS GREATER THAN 10'4') a 8 X 8 PRECAST/PRESTRESSED LINTEL BOTTOM AND '_. (1) COURSE BOND BEAM ABOVE. FILLED SOLID W/ 3000 PSI PUMP MIX & (2) #5 BARS CONT. r` .ay3 (1) AT BOT. OF LINTEL & (1) AT BOND BEAM. MIN. UNIFORM LOAD CARRYING CAPACITY OF 1400 LB/FT TIE -BEAM - TB1 (BEAMS LESS THAN 16" DEEP) 1 < I: SEE BEAM SCHEDULE FOR SIZE AND REINFORCEMENT. TIE -BEAM - TBZ (BEAMS GREATER THAN 18" DEEP) 0 SEE BEAM SCHEDULE FOR SIZE AND REINFORCEMENT. I� I J' , N .I TIE -BEAM - TB1A/TB2A (W/ STEP-DOWN) 1 I, TYPICAL TIE BEAM W/ STEP-DOWN AT BALCONY. w SEE BEAM SCHEDULE FOR SIZE AND REINFORCEMENT. iI mN LJ 2; 4" v2* WOOD BEAM - WB1 q (2) 2 X 12 P.T., R.S.C., OR OTHER. PROVIDE 4" SPACE TO MATCH WIDTH OF WOOD COLUMN BELOW. STRUCTURAL WALL LEGEND TYPICAL 8" CMU WALL: (ELEV. SHAFT, 2nd, & 3rd FLRS) 8" CMU WALL W/ FILLED CELLS @ 24" O.C. W/ (1) #6 VERT. BREAKAWAY 8" CMU WALL: (TYPICAL AT 1 st FLOOR) 8" CMU WALL W/ FILLED CELLS @ 32" O.C. W/ (1) #5 VERT. "NO" STRUCTURAL CONNECTION AT TOP, BOTTOM, OR ENDS. REFER 18/5-6 FOR DETAILS. POURED CONCRETE COLUMN: (TYPICAL AT 1st FLOOR) SEE PLAN FOR LOCATIONS & SCHEDULE FOR SIZE & REINF. NOTES: 1. SEE PLANS FOR WALL THICKNESS. 2. SEE ARCHITECTURAL PLANS, SECTIONS, DETAILS, FOR COMPLETE WALL ASSEMBLY. HOLLOW CORE SLAB LEGEND 8" HOLLOW CORE SLAB W/ 3" TOPPING. TYPICAL AT 2nd FLOOR LIVING AREA. HOLLOW CORE SLAB W/ ®6„ 6" TOPPING. TYPICAL AT 3rd FLOOR LIVING AREA. 8, HOLLOW CORE SLAB SLOPED TOPPING. SEE PLANS T FOR TOPPING THICKNESS. TYP. AT EAST EXTERIOR BALCONIES. HOLLOW CORE SLAB ®6" F F LA SLOPED TOPPING. SEE PLANS FOR TOPPING THICKNESS. TYP. AT NORTHWEST EXTERIOR BALCONIES. MIN. 4" D. SHOWER RECESS, FORM & POUR W/ CONC. SLAB/TOPPING. SEE PLAN FOR LOCATIONS. 4" H. X 3 1/2" W. SHOWER CURB, FORM & POUR W/ CONC. TOPPING. SEE PLAN FOR LOCATIONS. o F-7-1 N � � c J i 9i m 0 2nd FLR. WEST BALCONY T/ HOLLOW CORE SLAB = 1 V-7" SLOPED TOPPING THICKNESS = 3" TO 4" 25'-2" B-8 B-8 6-8 0 --77--71--7--n— —r--Ir--m--7c--- m IF, m m m m m m m m m T m m m m m `? T T m 4, o m m HOLLOW CORE 1 m m m ao m SPAWDIRECTTON. o T m m I 0" 2T-10" 2'-OI' 3" STE,� M33 B_9 m m m B-2 3" STFP �m — T— — — — - — — — — — — — e fl D C LS VjL/ j #6 RT. o // 24" .C. X. a I -6 8" 5'-9" -4° 8° S- 1s e 15 e 4'-0" 0" 8" FILL LL C CE SO - 7_7 ELEV OR UTH ALL, (3) L ELS, NFI J1 *Ii jATA W LEV OR e N - ° e I m / ' e o / nd O F. . = 1 -2" T/ LLO COR LA8 11'- / I 3" T .TOP ING 12'- I 4 D: W72 8b 10 I ` 4 12 = 4" W 4" H. RB ke Sj S-6 S (Fl ADJ. REQ' e \ m / / D � Ell °- OLL CO - SP DIR ION *- D_ N 2' 2'- ;' 4" o I b' "O.A. 'ORE 2 E' 3" TEP Aa- EM25 L7 8'-4" 6'-3" 27' 10" L•Jl 2 SECOND FLOOR STRUCTURAL PLAN S-5 SCALE., 714" = Y-O" 0 Co 3rd FLR. EAST BALCONY T/ HOLLOW CORE SLAB = 24'-10' 1'-4" SLOPED TOPPING THICKNESS = 3" TO 4" C-12 B-11 WE C-11 3rd FLR. WEST BALCONY T/ HOLLOW CORE SLAB = 24'-10' SLOPED TOPPING THICKNESS = 3" 27'-10" M46 6-11 B-11 a F 1'-4" REVISIONS: I No: DATE COMMENTS 0 Q a m m m m m m m m m m m m T m m m m m m m m m m m 1 ZL 2 fi m m m m m m o T m m m HOLLOW CORE o p SPAN DIRECTfON. m m m T 1 m m m m m m II m m m m 1m .-0.. 23'-10" 2'-0' 4" STE,J M48 B-12 m B-1 B-12 IF 4" STEEP m B-12 wm d I I ar ° o 0 [e ° N o F ED L / e VER 24 MAX. 8" -0 5'-81, - e 8° 4 9" 4'4' e D L ALL ELLS L D T EVAT UTH LL e� ei A L 3) LE ' S, ONFIR W/ V OR M r" I e f - a 4 H ER RE S 4'-0" 4 " I HVA E TRA e_ RIFYSIZEALOC I C CTO P OR T e' FAB C ION. OLL 1(V RE 5 B 25'-0" O D 0 o: i rn N e H L COR SPA I CTION. D e D FI E CELL e l!"I'Millill 2' 12'- -4" o c J 4110. � o D_ E %C A. RE E 2 P E F E F M39 O N E E E p L1 JUL 3 2019 Permitting Department St. Lucie Count 3 S-5 5'-3" 8'-4" NON IN �k 3" RD FLOOR STRUCTURAL PLAN SCALE-- 7/4" _ C 12 1 04-08-19 MISC. REV. IY Q 06-19-19 BLDG. DEPT.REV. 0 v Z LU o U LU c� F- m eo I U W o N 0 m o LL Z N ' 0 W N N [[ ^^ 0 Q mil./ O � pd�"Q f- J d'0 W M Uj -IZ LU 3„ �Wo�o O =(on M Ln ~ QC LL 4J0 J o � MI az CC 00 L Lift MIT 1A o `+ 1 0 7 7-7 o � Z W m J J Ul W 3 V 000 W 00 N I � Ln f- a 00 vLU V I REVIEv El ODE 0usT , a ;T. L B E C 0 0 1) O Z N ON LU v j- o CU Q i 0 t/1 I � O 0 `" Z m ICU -0 Z U c 0_ • j LL LU ' C: t F O O � W OF m co I N J U Q Q w _ W �`b070 0 Pj o b-- K w a w 0 _ LL �( o Lu Job Number: I_ 1- Drawn By: rss In Date: 03-20-19 Sheet Number Z S-5 STRUCTURAL NOTES: 1. ALL WORK SHALL BE IN ACCORDANCE WITH LOCAL BUILDING CODES AND ORDINANCES. (2017 FLORIDA BUILDING CODE & ST. LUCIE COUNTY AMENDMENTS.) 2. DESIGN WIND LOADS ARE BASED ON A VELOCITY OF 170 M.P.H. VELOCITY ULTIMATE, IMPORTANCE FACTOR 1.0, EXPOSURE D, RISK CATEGORY II. 3. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS ON SITE & & REPORT ANY DISCREPANCIES IMMEDIATELY TO THE OWNER, ARCHITECT, &/OR ENGINEER 4. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS GIVEN ON STRUCTURAL DRAWINGS RELATING TO GRID LINES, COLUMN AND WALL LOCATIONS, STRUCTURAL MEMBER SIZES, FINISH FLOOR ELEVATIONS, ETC. VERSUS THE ARCHITECTURAL & MEP PLANS. DISCREPANCY SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ARCHITECT &/OR ENGINEER WORK SHALL NOT COMMENCE UNTIL THE DISCREPANCIES ARE RESOLVED. 5. THE CONTRACTOR SHALL REFER TO THE ARCHITECT &/OR ENGINEER FOR INSTRUCTIONS FOR ANY DIMENSION NOT GIVEN ON DRAWINGS. SCALING OF THE DRAWINGS SHALL NOT BE USED TO OBTAIN OR VERIFY ANY DIMENSION SHOWN ON THE DRAWINGS. 6. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 301-16 & ACI 318-14. 7. REFER TO GEO-TECHNICAL REPORT FROM FLORIDA ENGINEERING & TESTING, FOR SITE PREPARATION RECOMMENDATIONS & AUGER PILE REQUIREMENTS, 8. REFER TO FOUNDATION DRAWINGS (SHEETS F-1, F-2, F-3) BY CSM ENGINEERING, FOR FOUNDATION, GRADE BEAM, SLAB & AUGER PILE REQUIREMENTS & DETAILS. 9. SEE SITE PLAN SHEET'C-1' FOR SITE / BUILDING PAD PREPARATION NOTES. 10. REFER TO FOUNDATION DRAWINGS FOR FOUNDATION, SLAB ON GRADE, AUGER PILE, & GRADE BEAM CONCRETE SPECIFICATIONS (STRENGHTS & MIXES). 11. CONCRETE STRENGTH SHALL BE 3000 PSI GRADE COMPRESSIVE STRENGTH AT 28 DAYS. A. 3,000 PSI PEA ROCK PUMP MIX FOR HOLLOW CORE TOPPING. B. 3,000 PSI PEA ROCK PUMP MIX FOR FORMED & POURED COLUMNS & BEAMS. C. 3,000 PSI GROUT MIX (8" TO 10" SLUMP) FOR CMU FILLED CELLS & CMU COL. BLOCK 12. GROUT FILLED MASONRY WALLS, f' m , COMPRESSIVE STRENGTH = 1500 P.S.I. IN 28 DAYS. 13, REINFORCING STEEL SHALL BE IN ACCORDANCE WITH ASTM A615 GRADE 60, PROVIDE 48 BAR DIAMETER LAP TYPICAL, UNLESS NOTED OR DETAILED OTHERWISE. 14. STRUCTURAL STEEL SHALL BE ASTM A36. 15. ANCHOR BOLTS AND STUDS SHALL BE ASTM A307. 16, PROVIDE MIN. STEEL REINFORCEMENT COVER 1 1/2" AT COLUMN & BEAMS, 1" AT SLABS, & 3" WHERE ON OR BELOW GRADE. 17. 6 x 6 - W2.1 x W2.1 WELDED WIRE MESH (WWM), FLAT SHEET REINFORCEMENT, SHALL BE PROVIDED IN 4th FLOOR HOLLOW CORE TOPPING. 18. PROVIDE HARD TROWEL FINISH ON INTERIOR BUILDING SLAB AND LIGHT BROOM FINISH ON ALL EXTERIOR SLABS/PADS. 19. MIN. 6 MIL VAPOR/RADON BARRIER UNDER SLAB, LAP/TAPE SEAMS, TAPE/SEAL PENETRATIONS. 20. SOIL POISON FINISHED BUILDING PAD/SOIL, PROVIDE MIN. ONE (1) YEAR WARRANTY, PAD/SOIL SHALL REMAIN UNDISTURBED AFTER TREATMENT. 21, PROVIDE FILLED CELLS W/ (1) #5 VERTICAL @ 24" O.C. U.N.O. AND/OR AS SHOWN ON PLAN. 22. HORIZONTAL MASONRY JOINT REINFORCEMENT, LADDER MESH EVERY OTHER COURSE. 23. PRE -CAST LINTELS PROVIDED BY MASONRY CONTRACTOR, SEE SCHEDULE & DETAILS. LINTELS EXTEND 8" BEYOND OPENING EACH SIDE. 24. COORDINATE ALL OPENING SIZES & LOCATIONS W/ ALL TRADES, PRIOR TO CONSTRUCTION. 25. ALL REQ'D. PENETRATIONS THRU POURED CONCRETE SLABS, COLUMNS, & BEAMS SHALL BE FORMED/SLEEVED W/ CONC. POURS. COORDINATE W/ ALL TRADES FOR SIZES & LOCATIONS. COLUMN SCHEDULE MARK TYPE ELEVATION REINFORCEMENT / NOTES W LSIZE H BOT. Top C-1 CONC 8" 16" 12'-6" -1'-10" 10'-8" FORMED & POURED COLUMN, 3000 PSI W/ (4) #6 CONT. W/ #3 STIRRUP @ 8" O.C. C-2 CONC 8" 16" 12 -6" -l'-10" 10'-B" FORMED & POURED COLUMN, 3000 PSI W/ (4) #6 CONT, W/ #3 STIRRUP @ 8" O.C. C-3 CMU 16" 16" l l'-10" -1' 10" 10'-0" COLUMN BLOCK, POUR SOLID, 3000 PSI W/ (4) #6 CONT. W/ #3 STIRRUP @ 8" O.C. C-4 I CMU 16" 16 1 1 -2. 1 -1'-10" 9'4" COLUMN BLOCK, POUR SOLID, 3000 PSI W/ (4) #8 CONT. W/ #3 STIRRUP @ 8" O.C. C-5 CMU 16" 16" 8'-8" 1 V-2" 19'-10" COLUMN BLOCK, POUR SOLID, 3000 PSI W/ (4) #6 CONT, W/ #3 STIRRUP @ 8" O.C. C-6 CMU 12" 12" 4'-0" 33'-4" 37'-4" COLUMN BLOCK, POUR SOLID, 3000 PSI W/ (4) #5 CONT. W/ #3 STIRRUP @ 8" O,C. C-7 STEEL 4" 4" t 1 V-5" -l'-9" t9'-8" 4" SQ. X 3/8" TH. W/ 10"X10" BASE PLATE & 6"X10" TOP PLATE, SEE SHEET S-6 FOR DETAILS. C-8 STEEL 4" 1 4" i 10'-7" 10'-8" t21' 3" 4' SQ. X 3/8" TH. W/ 8"X10" BASE PLATE & 6"Xl0" TOP PLATE, SEE SHEET S-6 FOR DETAILS. C-9 STEEL 4" 4" t9'-3" 22'-3" t31'-5" 4" SQ. X 3/8" TH. W/ 8"X10" BASE PLATE & 6"X10" TOP PLATE, SEE SHEET 5-6 FOR DETAILS. CONCRETE TIE BEAM SCHEDULE MARK TYPE SIZEL REINFORCEMENT W B-1 TB-1 8" 16" 1 CONT. (2) #8 BOT. (2) #6 TOP CONT. W/ (1) #3 STIRRUPS @ 4" O.C. MAX. B-2 TB-1A 8" 14" 2T-10" (6) #5 CONT. W/ (1) #3 STIRRUPS @ 12" O.C. MAX. B-3 TB-1 8" 14" 27'-10" (6) #5 CONT. W/ (1) #3 STIRRUPS @ 12" O.C. MAX. B-4 TB-2 8" 27" 16'-5" (6) #6 CONT. W/ (2) #3 STIRRUPS @ 4" O.C. MAX. B-5 TB-2 8" 24" CONT. 1 (8) #5 CONT. W/ (2) #3 STIRRUPS @ 12" O.C. MAX. B-6 TB-2A 8" 30" 27'-10" (8) #5 CONT. W/ (2) #3 STIRRUPS @ 12" O.C. MAX. B-7 TB-2 8" 27" 27'-10" (8) #5 CONT. W/ (2) #3 STIRRUPS @ 12" O.C. MAX. B-8 TB-1 8" 12" 6'-B" (4) #5 CONT. W/ (1) #3 STIRRUPS @ 12" O.C. MAX. B-9 TB-1 8" 11" 16'-5" (2) #5 CONT. (POURED W/ FLOOR TOPPING) 8-10 TB-1 8" 141/4" 1 15'-4" (2) #5 CONT. (POURED W/ FLOOR TOPPING) B-11 TB-1 12" 16" 20'-0" (4) #8 BOT. (2) #6 TOP CONT. W/ (1) #3 STIRRUPS @ 4" O.C. MAX B-12 TB-1 16" 11"-14" 8'-0" (4) #5 CONT. W/ (1) #3 STIRRUPS @ 8" O.C. MAX. B-13 TB-1 12" 16" 8'4" '(4) #8 BOT. (2) #6 TOP CONT. W/ (1) #3 STIRRUPS @ 4" O,C. MAX. B-14 TB-1 16" 11" 8'-0" (4) #5 CONT. W/ (1) #3 STIRRUPS @ 8" O.C. MAX. LINTEL / BEAM / HEADER TYPES k LINTEL Ll (SPANS UP TO 10'-0") 8 X 8 PRECAST/PRESTRESSED LINTEL. FILLED SOLID W/ 3000 PSI PUMP MIX & (1) #5 BAR CONT. AT LINTEL. MIN. UNIFORM LOAD CARRYING CAPACITY OF 950 LB/FT LINTEL L2 (SPANS GREATER THAN 10'-0") 8 X 8 PRECAST/PRESTRESSED LINTEL BOTTOM AND (1) COURSE BOND BEAM ABOVE. FILLED SOLID W/ 3000 PSI PUMP MIX & (2) #5 BARS CONT. (1) AT BOT. OF LINTEL & (1) AT BOND BEAM. MIN. UNIFORM LOAD CARRYING CAPACITY OF 1400 LB/FT TIE -BEAM - TB1 (BEAMS LESS THAN 16" DEEP) r SEE BEAM SCHEDULE FOR SIZE AND REINFORCEMENT. :I. �I r•^ TIE -BEAM - TB2 (BEAMS GREATER THAN 18" DEEP) SEE BEAM SCHEDULE FOR SIZE AND REINFORCEMENT. L�, N: .I TIE -BEAM - TB1A/TB2A (W/STEP-DOWN) .I 1, TYPICAL TIE BEAM W/ STEP-DOWN AT BALCONY. SEE BEAM SCHEDULE FOR SIZE AND REINFORCEMENT. m V F_. _I,. '- ^�✓1 WOOD HEADER - H1 (3) 2 X 12 P.T. W/ (2) LAYERS INT. 1/2" PLYWOOD. GLUED & NAILED W/ 8d GALV. NAILS @ 8 Q.C. STAGGERED. (NO JOINTS IN 2 X 12's REQUIRED/ALLOWED). I HOLLOW CORE SLAB LEGEND 1 B„ HOLLOW CORE SLAB W/ 3" TOPPING. TYPICAL AT 2nd FLOOR LIVING AREA. HOLLOW CORE SLAB Wl ®8" 6" TOPPING. TYPICAL AT 3�d FLOOR LIVING AREA. 8" HOLLOW CORE SLAB LA SLOPED TOPPING. SEE PLANS T FOR TOPPING THICKNESS. TYP EAST EXTERIOR BALCONIES. 6" HOLLOW CORE SLAB F F SLOPED TOPPING. SEE PLANS FOR TOPPING THICKNESS. TYP. I NORTHWEST EXTERIOR BALCON MIN. 4" D. SHOWER RECESS, FOF & POUR W/ CONC. SLAB/TOPPIP SEE PLAN FOR LOCATIONS. 4" H. X 3 1/2" W. SHOWER CUR FORM & POUR W/ CONC. TOPP) SEE PLAN FOR LOCATIONS. MASONRY OPENING LEGEND MARK OPENING ELEVATION LINTEL WIDTH HEIGHT HEADER SILL /THLD. M-1 16'-0" 8'-01, 6'-7" -1'-5 1/2" L2 M-2 6'-0" 8'-0" 8'-0" V-0" L1 M-3 2'-6" 8'.0" 8'-0" 4'-0" L1 M-4 4'-0" 8'-0" 8'-0" 4'-0" L1 M-5 5'-4" 8'-0" 8'-0" 0'-0" L1 M-6 4'-4" 7'-0" 7'-0" 0'-0" L1 M-7 6'-8" 9'-4" 20'-11" (9'-4") l l'-7" (0--0") M-8 2'-6" 3'-0" 19'-7" (8'-0") 16' 7" (5' 0") L1 M-9 2'-6" 4'-0" 19'-7" (8'-0") 15'-7" (4' 0") L1 M-10 4'-0" 5'-0" 19'-7" (8'-0") 14 -7" (3'-0") L1 M-11 16'-0" 8'-0" 19'-7" (8'-0") l l'-7" (0'-0") B-6 M-12 4'-4" 7'-0" 17'-7" (7'-0") 1 V-7" (0'-0") Ll M-13 6'-8" 8'-0" 31'-2" (8'-0") 23'-2" (0'-0") L1 M-14 2'-6" 3'-0" 31'-2" (8'-0") 28'-2" (5'-0") L1 M-15 2'-6" 4'-0" 31'-2" (8'-0") 27'-2" (4'-0") L1 M-16 4'-0" 4'-0" 31'-2" (8'-0") 27'-2" (4'-0") L1 M-17 3'-0" 5'-0" 31'-2" (8'-0") 26'-2" (3'-0") L1 M-18 8'-0" 8'-0" 31'-2" (8'-0") 23'-2" (0'-0") L1 M-19 5'-4" T-0" 31'-2" (8'-0") 26'-2" (3'-0") L1 M-20 6'-0" 5'-0" 31'-2" (8'-0") 26'-2" (3'-0") L1 M-21 2'-6" 3'-0" 31'-2" (8'-0") 28'-2" (5'-0") L1 M-22 4'-4" 7'-0" 30'-2" (7'-0") 23'-2" (0'-0') L1 M-23 4'-4" 7'-0" 40'-8 1/4" (T-0") 33'-8 1/4" (0'-0") L1 M-24 l'-4" 0'-8" -U-7 1/2" (7.14) -1'-3 1/2" (6.48) L1 M-25 l'-4" 0'-8" 4-6 1/4" (7.24) -1'-2 1/4" (6.58) Ll M-26 1'-4" 0'-8" -0'-4 1/2" (7.38) -1'-0 1/2" (6.72) L1 M-27 10'-6" 8'-0" 31'-2" (8.-0") 23'-2" NOTES: 1. VERIFY ALL OPENING SIZES PRIOR TO CONSTRUCTION. 2. CONFIRM OPENINGS FOR WINDOWS & DOORS W/ SUPPLIER. 3. HOLD CMU DOWN ON ALL SILLS TO ACOMMODATE MIN. 4" H. POURED CONCRETE SILL W/ (1) #5 CONT. 4. ADJUST DOOR THRESHOLDS & HEADERS HEIGHTS AS REQ'D. FOR THRESHOLD RECESSES & FINISH FLOORING MATERIAL THICKNESSES. FI co 0 -v 2T-10" --71 -7ir,--7--17- -4= 7r --_7r- /I--7--17- m m m m m m T m m m m m T T 1 4141m I� IT, 41 m m m m m m m m m m m m 41 m 41 41 HOLLOW CORE m SPAWDIRECT'ION, m 11,m m m m m T m m m m m m m m m m m m m I m m m 0" m m m It, m 23'-10" m m m m m m I m T-DI' I m m m m m m m m m m m m m m l I I r 'lw I I a i _ I e i _ I ct Air - - OIL C E SP DI TIO . a e -7-7- E f 2' L 2'- " IlUll 1111111111- E 4" o I E E E EI E E E E 77717 E N E 4 -� 1'-0" T-4" w 5'-3" q T-3" 9'-0" 6'-3" 7'-0" 6'-3" 8'-4" 27'-10" M �II FLOORSECOND STRUCTURAL I d Z `I��� `Iry WII Y 0 in 3 S-5 PJF --�---7--7,-7---m---fi - T -77 -77 / m + m m m 41 m m m m m m m m 41 't, m m m m 1 1� m m HOLLOW CORE 'r SPAWDIRECTION. 4' IT, m m m� m m m m m m m m m m m m m 1 l m m m r T m m m m IN m m m m 23'-10" 41m m m m m 2'-01 m m m m T T m T IT, m m m m m I I I I e T I I I Av I I I HO 0 CORE PAN ION. 2' 2'- E E " 4" 0 E E F E 20'1 11 iI T-4" 6-3" 7'-0" 1,3" 8'-4" 19'-6" 27'-10" THIRD FLOOR STRUCTURAL PLAN 114" = 1 -v m c I REVISIONS: No: DATE COMMENTS cc O LU W Q L,LI cc Q Ln a Qc a Al 101 L Number. vn By: rss 03-20-19 Sheet 1-4"� 1/2" O.A. SLOPE vUi w °< vwi ° SEE FOOTING SCHEDULE FOR - - - - - - SIZES & REINFORCEMENT. SEE SC HEM VAPOR BARRIER, TYP. OVERHEAD DOOR RECESS - SECTION 5-6 SCALE: 314" = 1'-0" 0'-1" 4" DOOR WIDTH 0' 0" SHADED AREA DESIGNATES �L DOOR RECESS - 1" STEP & 1/2' O.A. SLOPE R�p YJ = 1 1/2" TOTAL I / 31 8" METAL WALL) ELEVATIONS SHOWN BASED ON THE BUILDING LINE ADJACENT FINISH FLOOR ELEV. = 0'-0" SEE PLAN FOR ACTUAL ELEVATIONS. OVERHEAD DOOR RECESS - PLAN S-6 SCALE: 3/4" = Y-0" 1 '_4" 48 X BAR 0 (GRADE 60) 48(#6) = T-0" loll 111 S Illi:!IIIlliilllli IIIOIIl1111111111111p1° lnnnmm�nnnnnn mmmmm�na �18111I11 ���_'"qq'r® _ C10 Iltll FOUNDATIONTICAL WALL REINFORCEMENT SEE •• • LOCATIONS _IFTWITI t nn' BOND BEAM T-81 UNIT I :1111 L1�SECTION _II141111� =ml:ml_ L HAVE A MINIMUM OF • • 1/2" CLEARANCE ALLOWS USE OF • GROUTAGGREGATE ©CORNER NOTE: FIE ALL REINFORCEMENT DVERLAPS TOGETHER. _ SEE PLANS SEE SCHEDULE 'RE -CAST CONCRETE LINTEL PER -AST CRETE, INC. SEE SCHEDULE =OR SIZE & REINF. PROVIDE ENGINEERING AND SUBMITTALS. #6 VERT. IN FILLED CELL EACH JAMB SEE PLANS SEE SCHED POURED CONCRETE SILL, TYP. MIN. 4" H. X 8" W. X M.O. WIDTH, 3000 PSI CONCRETE PUMP MIX W/ ONE (1) #5 HORIZ. 4N WINDOW OPENING REINFORCEMENT S-6 I-- - - N.T.S 6" OR B" HOLLOW CORE PANEL FLOOR SYSTEM W/ CONC. TOPPING. PROVIDE SHOP DRAWINGS AND ENGINEERING. #4 BAR (6" X 18") GROUTED IN CORE (1) PER PANEL. EMBED PLATE BY H.C. MFR. (2) #5 CONT. TYPICAL. 1/2"0 X 6" NELSON STUDS WELDED TO STEEL BEAM @ 48" O.C. W12X50 STEEL BEAM / v 1/4 HOLLOW CORE SLAB @ STEEL BEAM DETAIL S-6 6" OR 8" HOLLOW CORE PANEL - FLOOR SYSTEM W/ CONC. TOPPING PROVIDE SHOP DRAWINGS AND ENGINEERING. ��I Ii11 � III #4 BAR (6" X 24") CAST IN TOPPING @ 48" O.C. EMBED PLATE BY H.C. MIFF, (2) #5 CONT. TYPICAL. 1/2"0 X 6" NELSON STUDS WELDED TO STEEL BEAM @ 48" O.C. W12X50 STEEL BEAM / v 1/4 HOLLOW CORE SLAB @ STEEL BEAM DETAIL S-6 N. T.S. 6" OR 8" HOLLOW CORE PANEL FLOOR SYSTEM W/ CONC. TOPPING. #6 DOWELS @ EACH FILLED PROVIDE SHOP DRAWINGS CELL PER FOUNDATION PLAN, AND ENGINEERING. STD. 8" MASONRY WALL W/ DUR-O-WALL HORIZ. REINF. EVERY OTHER COURSE. (2) #5 CONT. TYPICAL AROUND PERIMETER. #4 BAR (6" X 18") DOUBLE BOND BEAM OR GROUTED IN CORE POURED CONC. TIE BEAM. (1) PER PANEL. SEE STRUCT. WALL SECTIONS. STD, 8" MASONRY WALL W/ DUR-O-WALL HORIZ. REI'INF. EVERY OTHER COURSE. HOLLOW CORE SLAB @ MASONRY WALL S-6 j N.TS. 6" OR 8" HOLLOW CORE PANEL FLOOR SYSTEM W/ CONC. TOPPING. #6 DOWELS @ EACH FILLED PROVIDE SHOP DRAWINGS CELL PER FOUNDATION PLAN. AND ENGINEERING. STD. 8" MASONRY WALL W/ DUR-O-WALL HORIZ. REINF. EVERY OTHER COURSE. (1 °' en'0' O (2) #5 CONT. TYPICAL AROUND (j L ( PERIMETER. #4 BAR (6" X 24") DOUBLE BOND BEAM OR CAST IN TOPPING POURED CONC. TIE BEAM. @ 48" O.C. SEE STRUCT. WALL SECTIONS. STD. 8" MASONRY WALL W/ DUR-O-WALL HORIZ. REINF. EVERY OTHER COURSE. HOLLOW CORE SLAB @ MASONRY WALL S-6 N.T.S. STD. 8" MASONRY WALL #6 DOWELS @ EACH FILLED W/ DUR-O-WALL HORIZ. CELL PER FOUNDATION PLAN, REINF. EVERY OTHER COURSE. 8" HOLLOW CORE PANEL 6" BALCONY HOLLOW CORE PANEL FLOOR SYSTEM W/ CONC. TOPPING. FLOOR SYSTEM W/ CONC. TOPPING. PROVIDE SHOP DRAWINGS PROVIDE SHOP DRAWINGS I AND ENGINEERING. AND ENGINEERING. "v - nn #4 BAR (6" X 24") #4 BAR (6" X 18") CAST IN TOPPING GROUTED IN CORE o': o� @ 48" O.C. (1) PER PANEL. POURED CONC, STEPPED TIE 'BEAM 'TB-1A OR TB-2A' (2) #5 CONT. TYP. STD. 8" MASONRY WALL W/ DUR-O-WALL HORIZ. REINF. EVERY OTHER COURSE. 9 HOLLOW CORE SLAB @ BALCONY STEP DOWN S-6 N.T.S. 8" HOLLOW CORE PANEL FLOOR SYSTEM W/ CONC. TOPPING. #6 DOWELS @ EACH FILLED PROVIDE SHOP DRAWINGS CELL PER FOUNDATION PLAN. AND ENGINEERING. - STD. 8" MASONRY WALL W/ DUR-O-WALL HORIZ. REINF. EVERY OTHER COURSE. _ n n- '✓' 0,011..�•'0 'O 'B-14'. - POURED CONC. BEAM #4 BAR (6" X 36")- CAST IN TOPPING POURED CONC. BEAM'B-12', @ 48" O.C. SAME AS BEAM 'B-14' BUT o #5 L-BAR (12" X 24") •. f ; W/ 8"W. X 3"D. STEP-DOWN. @ 24" O.C. 4 POURED CONC. TIE BEAM 'B-11'. #5 L-BAR (9" X 16") @ 24" O.C. V-4" #6 DOWELS @ 24" O.C. STD. 8" MASONRY WALL AT EA. FILLED CELL PER W/ DUR-O-WALL HORIZ. FOUNDATION PLAN. REINF. EVERY OTHER COURSE. 10 TIE BEAM & CANTILEVERED BEAM DETAIL k S-6 8" HOLLOW CORE PANEL FLOOR SYSTEM W/ CONC. TOPPING. - #6 DOWELS @ EACH FILLED PROVIDE SHOP DRAWINGS CELL PER FOUNDATION PLAN, AND ENGINEERING. STD. 8" MASONRY WALL W/ DUR-O-WALL HORIZ. - 4„ REINF, EVERY OTHER COURSE. 0 Q• O O 4" X 6" FLOOR TOPPING EDGE BUILD -OUT. SEE 2nd FLOOR 10. STRUCTURAL PLAN FOR LOCATION. (2) #5 CONT. TYPICAL AROUND #4 BAR (6" X 24") PERIMETER. CAST IN TOPPING @ 48" O.C. r C J{ POURED CONC. TIE BEAM 'B-11'. 4" #6 DOWELS @ EACH FILLED STD. 8" MASONRY WALL CELL PER FOUNDATION PLAN, W/ DUR-O-WALL HORIZ. REINF. EVERY OTHER COURSE. TIE BEAM & FLOOR TOPPING EDGE DETAIL S-6 / 8" X"XX 10" X 3/4" TH. TOP PLATE SEE BEAM SCHEDULE FOR REINFORCING. BEAM BED AM___4 = L/4 ` 27" (FOR # 5 32" (FOR # 6 I 27" � FOR # 5 BARS T.S. I L = LENGTH OF SPAN 1 DEEPER BEAM POUR, EXTEND (1) FULL I ; °,:) BLOCK COURSE INTO ADJACENT WALL MASONRY OPENING °{ MASONRY WALL OR MASONRY WALL -� PER PLANS. (G// GROUTED CELL OR COLUMN WITH REBAR I TA 16 TYPICAL BEAM DEPTH CHANGE DETAIL S-6 N.T.S. W/ (4) 3/4"0 BOLTS A325. (4) 7/8" 0 HOLES W/ MIN. 4" X 4" X 3/8" TH. STEEL COLUMN, 1 1/2" OFFSET FROM EDGES. Fy = 46 KSI. SEE COLUMN SCHEDULE. (ADJUST COLUMN SCHEDULE HEIGHTS FOR EXACT BEAM DEPTH AS REQ'D.) - (2) #5 CONT. TYPICAL HOLLOW CORE FLOOR o SYSTEM. W12X50 STEEL BEAM, Fy = 50 KSI 8" X 10" X 3/4" TH. TOP PLATE (8.1" W. X 12.2" D.) W/ (4) 3/4"0 BOLTS A325. g (4) 7/8" 0 HOLES W/ MIN. 1 1/2" OFFSET FROM EDGES. 4" X 4" X 3/8" TH. STEEL COLUMN, NOTE: Fy = 46 KSI. SEE COLUMN SCHEDULE. CONFIRM ALL COLUMN HEIGHTS (ADJUST COLUMN SCHEDULE HEIGHTS & COL/BEAM DIMENSIONS IN FOR EXACT BEAM DEPTH AS REQ'D.) FIELD PRIOR TO ORDERING. 12 COLUMN TO COLUMN CONNECTION DETAIL 4-6 N.T.S. 10" X 10" X 3/4" TH. BASE PLATE OFFSET FROM EDGES. 4" X 4" X 3/8" TH. STEEL COLUMN, 1 1/2" O W/ (4) OFFS8"0ET HOLES W/ MIN. Fy = 46 KSI. SEE COLUMN SCHEDULE. 16" X 16" X 21" D. RECESS (4) 3/4" 0 CHEM. ANCHORS DRILL & EPDXY SET, FILL W/ 3000 PSI GROUT MIX. MIN. EMBEDMENT. V-4" SEE DETAIL 9/F-2 & FOUNDATION DRAWINGS FOR FOOTING & SLAB SIZES & REINFORCEMENT DETAILS. 13 RECESSED COLUMN BASE DETAIL S-6 J N.T.S (4) 3/4"0 CHEM. ANCHORS, o DEL. L4X4 X 3/8"TH. X 9" L. DRILL & EPDXY SET, C ANGLES (1) EA. SIDE OF BEAM. MIN. 6" EMBEDMENT. a (3) 3/4"0 BOLTS A325. o (2) PER ANGLE/SIDE OF BEAM. 0 DOUBLE BOND BEAM OR W12X50 STEEL BEAM, Fy = 50 KSI POURED CONC. TIE BEAM. (8.1" W. X 12.2" D.) SEE STRUCT. WALL SECTIONS. 14 STEEL BEAM TO WALL CONNECTION DETAIL S-6 N.T.S. (4) 3/4"0 BOLTS A325. -a DBL. L4X4 X 3/8"TH. X 9" L. (2) PER ANGLE/SIDE OF BEAM. 0 ANGLES (1) EA. SIDE OF BEAM. o (3) 3/4"0 BOLTS A325. 0 W12X50 STEEL BEAM, Fy = 50 KSI W12X50 STEEL BEAM, Fy = 50 K51 (8.1" W. X 12.2" D.) (8.1" W. X 12.2" D.) r15_%llll STEEL BEAM TO STEEL BEAM CONNECTION DETAIL. S-6 N.T. CHANGES IN LEVEL OF THE BEAMS SHALL BE MADE AT COLUMNS NOTE: CONTINUITY SHALL BE PROVIDED AT CORNERS BY BENDING 2 BARS FROM EACH DIRECTION AROUND THE CORNER 18" OR BY ADDING (2) #5 BENT BARS WHICH EXTEND 18" EACH WAY FROM THE CORNER 8" X 12" STUB COLUMN W/ (4) #5 VERT. AND #3 TIES AT 12" O.C. SEE BEAM SCHEDULE l RFINFl1Rl'INI; 17 TYPICAL STEPPED TIE BEAM DETAIL S-6 CFF PI AN © 1 9 1 1 � g 0. 0 nwc O w o n 0. 1 0 w REFER Tl (D{ 1 M.O. SCHEDULE 2 5 13 OrI P N.T.S. REVIEWED FOR CODE COMPLIANCE S-r. LUCIE CO111''a" SOCC rrr PI AN 9 1 a5 O F � w O 1 2 3 1 I'll O I{ I 11 i BREAKAWAY WALL W/ OPENING NOTES: 1. 8" MASONRY F'm = 2000 PSI. 2. GROUT/MORTAR = F'm = 1900 PSI. 3. FULL MORTAR BED JOINT ALL AROUND WALL. 4. GRADE BEAM PER PLANS. 5. POURED COLUMN PER PLANS. 6. TIE BEAM PER PLANS. 7. MASONRY OPENING PER PLANS. 8. LINTEL PER PLANS. 9.4" D. MIN. SOLID POURED CONC. AT TOP W/ (2) #5 BARS. DO NOT CONNECT TO STRUCTURE, 3000 PSI CONCRETE. 10. LSTA9 FLAT STRAP BENT 2" ATTACH TO COLUMN W/ (3) 3/16"0 X 2" L. TAPCONS EA, STRAP, (1) STRAP EACH SIDE. 11. FILLED CELL W/ (1) #5 VERTICAL BAR. BAR TERMINATES AT TOP OF BREAKAWAY WALL & AT BOTTOM OF KEY -WAY. DO NOT CONNECT TO TOP OR BOTTOM BEAM/STRUCTURE. FILL CELL W/ 3000 PSI CONCRETE. 32" O.C. MAX. SPACING EXCEPT AT MASONRY OPENINGS, SEE SHEET S-4 FOR LOCATIONS. 12. 2"X6" KEY -WAY AT FRANGIBLE WALLS/GRADE BEAM. 13, NO HORIZONTAL JOINT REINFORCEMENT ALLOWED. BREAKAWAY WALL ELEVATION/DETAIL I YPI(:AL BREAKAWAY WALL N.T.S..- 0 W h REVISIONS: No: DATE COMMENTS 0 a 0 U W <Y F- U w F I U Q Q W 0 It U. N O W N tt ^^ It 4 W 0 Lift f- LU �;Mo F LQ � Z oC O V" 0 ccLL O ►�• Q W 0 o0�az cc po a Z O�cl� V) LU LU In D 0 LLI m J J I W 00 �w N N I 4 u1 f Q 00 v�i w F• c vI V � } J a 0 � Q O Z Q Q o 0 W Q �- N 0 tf mI� z rn 0 mU v �Z U c o- • j - LU ' a 0 �3:W 00 p� F N �I U � Q w W F a O LL 0 0�F M fW a LU 0 w a W Job Number. F Drawn By: rss In Date: 03-20-19 U Sheet Number Z S-6 0 TRUSS NOTES FRAMING NOTES 1. SPECIALTY ENGINEER FOR PRE-ENGINEERED WOOD TRUSSES SHALL 1. STRUCTURAL DESIGN IS BASED ON AN ENCLOSED BE A FLORIDA REGISTERED ENGINEER EXPERIENCED IN TRUSS STRUCTURE. WINDOWS & DOORS SHALL BE IMPACT -RATED DESIGN. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED TO PREVENT PROJECTILE PENETRATION. IN ACCORDANCE WITH FBC 2017 & SSTD 10-93 LATEST EDITION. 2. DESIGN LOADS: IN ACCORDANCE WITH FBC 2017 CHAPTER 16: 2. TRUSS MANUFACTURER SHALL SUBMIT FOUR (4) COPIES OF SHOP ROOF DEAD LOAD: 20 PSF DRAWINGS AND ENGINEERING CALCULATIONS SIGNED & SEALED ROOF LIVE LOAD: 30 PSF BY A FLORIDA REGISTERED ENGINEER, OF THE TRUSS DESIGN FOR WIND LOADS: 170 MPH V. ult. = 132 MPH V. asd APPROVAL INCLUDING TWO (2) COPIES FOR ARCHITECTS REVIEW EXP.'C', REFERENCING ASCE 7-10. PRIOR TO FABRICATION. 3. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED IN 3. SHOP DRAWINGS SHALL INCLUDE TEMPORARY BRACING FOR ACCORDANCE WITH FBC 2017. TRUSS MFR. SHALL SUBMIT ERECTION & HANDLING & PERMANENT BRACING IF REQUIRED. SIGNED AND SEALED SHOP DRAWINGS FOR APPROVAL 4. TRUSS FABRICATOR SHALL PREPARE A "FRAMING LAYOUT" PRIOR TO FABRICATION. INDICATING THE LOCATION OF THE TRUSSES, BEARINGS, 4. THIS STRUCTURE DESIGN EXTENDS TO ITEMS: TRUSS SPACING, PITCH, BRACING LOCATIONS AND OTHER A. HEADERS, COLS. BEAMS: #2 SYP OVERBUILT FRAMING INFORMATION DEEMED PERTINENT. ARCHITECT OR DESIGNER FB-1500 PSI WILL PROVIDE TO FABRICATOR, UPON REQUEST, ONE B. WALLS, BLOCKING: #2 SPF REVERSE SEPIA FOR THIS USE. FABRICATOR SHALL SUBMIT C. SILL PLATES: SYP PT "FRAMING LAYOUT" TO ARCHITECT OR DESIGNER FOR APPROVAL PRIOR TO PREPARING FULLY ENGINEERED TRUSS 5. ALL NAILS & SCREWS SHALL BE STAINLESS STEEL. DRAWINGS, UPON APPROVAL, FABRICATOR SHALL PROVIDE 6. CHECK ALL DIMENSIONS WITH FLOOR PLAN BEFORE ERECTION. COPIES TO CONTRACTOR & TRUSS ERECTOR FOR FIELD USE. 7. THIS STRUCTURE DESIGN EXTENDS TO ITEMS COVERED BY 5. CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER TRUSS SSTD 1EXCLUDED ARE FINISHES, NON-STRUCTURAL HANDLING AND PROPER TEMPORARY AND ERECTION BRACING. ITEMS, MISC. PARTS, OH DOORS, ROOFING WATERPROOFING, MISC. 6. PERMANENT BRACING AS INDICATED ON SHOP DRAWINGS WALL WATERPROOFING, WHICH ARE DESIGNED BY OTHERS. SHALL BE MINIMUM 2 X 4 DIMENSION LUMBER WITH 2-16d 8. MEAN ROOF HEIGHT = 42'-1" NAILS IN EACH TRUSS, UNLESS NOTED OTHERWISE. ADDITIONAL BRACING AS REQUIRED OR RECOMMENDED BY TRUSS ENGINEER 9. THE PURPOSE OF THE ROOF FRAMING PLAN IS ARCHITECTURAL OR FABRICATOR SHALL BE INCLUDED AND INSTALLED. ONLY. PLEASE SEE TRUSS MANUFACTURER'S TRUSS PLAN & FINAL ENGINEERING FOR EXACT LAYOUT AND DETAILS. 7. TRUSS FABRICATOR SHALL BE RESPONSIBLE FOR COORDINATING ALL TRUSS DIMENSIONS WITH FIELD 10. ROOF SHEATHING SHALL BE 5/8" CDX PLYWOOD (MINIMUM). CONDITIONS PRIOR TO FABRICATION. NOTIFY ARCHITECT OR 11 LONG DIMENSION OF PLYWOOD SHALL RUN PERPENDICULAR DESIGNER IN WRITING IF ANY ADJUSTMENTS TO DRAWING TO FRAMING, WITH END JOINTS STAGGERED. DIMENSIONS ARE RECOMMENDED OR REQUIRED. 8. PROVIDE HURRICANE ANCHORS AS PER GOVERNING CODES & REGULATIONS, AS INDICATED ON DRAWINGS,& TRUSS ENGINEERING. FASTENER SCHEDULE 9. ROOF LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING DETERMINATION, FEASIBILITY DRY -IN NAILS TO SECURE TIN TABS: & ARCHITECTURAL AID. TRUSS FABRICATOR IS RESPONSIBLE 16 GA. NON -CORROSIVE STAPLE W/ 1' CROWN OR FOR FINAL LAYOUT, SPANS, AND ALL TRUSS/HEADER 12 GA. WIRE RING SHANKED NAILS, 3/4" LONG. ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS METAL LATH TO WOOD FRAMING: THAT AFFECT STRUCTURAL BEARING AS CALLED OUT ON GALVANIZED NAILS WITH HEADS NOT LESS THAN 7/16". THESE PLANS SHALL BE NOTIFIED TO THE ARCHITECT OR TRUSS TO TRUSS CONNECTIONS: DESIGNER PRIOR TO FABRICATION. SEE TRUSS ENGINEERING PACKAGE FOR MFR'S. 10. WOOD TRUSSES, WHICH ARE TO BE FABRICATED BY A REQUIREMENTS. THIS IS THE RESPONSIBILITY OF LICENSED FABRICATOR, SHALL BE FURNISHED I.A.W. THE SPECIALTY ENGINEER FOR THE TRUSS COMPANY. DESIGNS PREPARED AND TO BE SIGNED AND SEALED BY WOOD STUDS TO BLOCK WALLS: A FLORIDA REGISTERED PROFESSIONAL ENGINEER AND HILTI DRIVE PINS .145" X 3" LONG (OR EQUAL) THE SPECIFICATIONS AS OUTLINED BY THE "NATIONAL @ 16" O.C. USE ONLY PRESSURE TREATED LUMBER DESIGN SPECIFICATIONS FOR STRESS GRADE LUMBER AND IT'S FASTENINGS" BY "AMERICAN INSTITUTE OF TIMBER CONSTRUCTION" (LATEST REVISION) & "DESIGN NAILING SCHEDULE SPECIFICATIONS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES", BY TRUSS PLATE INSTITUTE. ROOF ZONE 1: 8d RING SHANK NAILS @ 6" O.C. AT EDGES 11, METAL STRAPS AND ANCHORS FOR ALL WOOD TRUSSES 8d RING SHANK NAILS @ 6" O.C. AT FIELD SHALL BE I.A.W. LOCAL MUNICIPALITY STANDARDS AND ROOF ZONE 2: 8d RING SHANK NAILS @ 4" O.C. AT EDGES MANUFACTURERS LITERATURE. 8d RING SHANK NAILS @ 4" O.C. AT FIELD 12. ALL METAL STRAPS TO BE HOT DIPPED GALVANIZED G-185. ROOF ZONE 3: 8d RING SHANK NAILS @ 4" O.C. AT EDGES Bid RING SHANK NAILS @ 4" O.C. AT FIELD 13 ALL ENGINEERED HEADERS AND TRUSS HANGERS TO BE SUPPLIED BY TRUSS COMPANY. SPECIFIC NAILING NOTE: 14. TRUSS BRACING TO BE I.A.W. TRUSS MANUFACTURER ENTIRE ROOF SHALL BE NAILED @ 4" O.C. EDGES & FIELD. AND "BWT-76" (HIB-91) 15, THE FRAMING SCHEME (DIRECTION OF TRUSSES MAJOR BEARING POINTS, ETC.) CAN BE MODIFIED ONLY AFTER OBTAINING PERMISSION FROM THE ARCHITECT OR DESIGNER WHO MUST REVIEW PROPOSED CHANGES AND AUTHORIZE STRUCTURAL REVISIONS ACCORDINGLY. ROOF TRUSS ANCHOR SCHEDULE MAX CITY. OF FASTENERS PER CONNECTOR TO TRUSS TO WOOD TOP PLATE TO CMU/GONG. MARK MANUFACTURER ANCHOR UPLIFT ANCHORS PER CONN. OR CARRYING MEMBER < SIMPSON HHETA20 2,235 1 (11) 10d X 1-1/2" N/A EMBEDED O SIMPSON HHETA20 2,235 +3,3000 65 1 (11) 10d X 1-1/2" N/A EMBEDED SIMPSON H10S 1 (8) 8d X 1-1/2" N/A (2) 3/8"0 X 4" TITEN HD SIMPSON I H10A 1,015 1 (9) 10d X 1-1/2" (9) 10d X 1-1/2" N/A TYPICAL TRUSS ANCHOR: OA ALL TRUSS TO CONC. BEAM CONNECTIONS SHALL USE TYPE W HURRICANE ANCHORS, U.N.O. ON THIS PLAN. NOTE: REFER TO ROOF TRUSS ENGINEERING FOR REQUIRED UPLIFT LOADS & MODIFY ANCHOR SELECTIONS ACCORDINGLY. TRUSS PLAN & TRUSS DESIGN NOTES: 1. PRE-ENGINEERED TRUSSES AT 24" O.C. TYP. 2. 2'-0" OVERHANG, PLUMB CUT, TYPICAL. 3. LEVEL OVERHANG RETURNS TYP. 4. T-0" JACKS TYPICAL. 5. ALL TRUSSES SHALL HAVE METAL CLEATS. 6. VERIFY ALL ANCHORS W/ PRE-ENGINEERED TRUSS DRAWINGS, 7. 30 PSF BOTTOM CHORD LIVE LOAD (ATTIC STORAGE). 8. REFER TO CEILING PLANS FOR CEILING HEIGHTS, BOT. CHORDS SHALL BE ADJUSTED ACCORDINGLY. 9. WHERE A CEILING HEIGHT STEP ALIGNS W/ A STUD WALL: A. TRUSS PERPENDICULAR: THE TRUSS STEP SHALL BE 2" BACK FROM THE DIMENSIONED WALL LOCATION (MAY BE VOID IF BEARING CONDITION). B. TRUSS PARALLEL: THE NEXT TRUSS BACK SHALL BE STEPPED. PROVIDE 1/8" SPACING AT- PANELEDGES 4' x 8 CDX PLYWOOD SHEATHING MIN. 5/8' THICK / MAX. SPAN 241 /, PROVIDE 2"x4" BLOCKING @ ALL PLYWOOD SEAMS, 48" BACK @ 4"o.c. EA. SIDE OF SEAM. OF GABLE END. NAIL SEAM w/'10d DESIGN CRITERIA 2017 FBC CHAPTER 16 & ASCE 7-10 HUTCHINSON ISLAND, ST. LUCIE COUNTY, FL V ult. WIND SPEED: 170 MPH EQUIV. BASIC WIND SPEED: 132 MPH RISK CATEGORY: 2 EXPOSURE: D MEAN HEIGHT: 42'-1" SLOPE: 5 : 12 ENCLOSED STRUCTURE INTERNAL PRESSURE: t0.18 2"W' WOOD FASCIA SEE \ TYPICAL WALL SECTION NAILED W/ 2-16d NAILS @ EACH TRUSS 1/16" SPACE AT PANEL ENDS SIMPSON HURRICANE STRAPS PER PLANS TYPICAL PLYWOOD NAILING DIAGRAM SHEATHING WEB MEMBER CONTINUOUS LATERAL BRACE (cb) REQ'D. BY TRUSS DESIGN AND AS REQ'D. IN TRUSS FRAMING PLAN 2 X 4 W/ 2-16d NAILS AT EA. TRUSS. 2 X 4 DIAGONAL BRACE (db) TYP. AT EACH END WALL & AT 20'-0" O.C. MAXIMUM INTERVALS ALONG LATERAL BRACE. CONTINOUS BOTTOM BRACE (bb) 2 X 4 AS REQ'D BY TRUSS DESIGN & AS REQ'D. IN TRUSS FRAMING PLAN. CEILING TYPICAL TRUSS BRACING DIAGRAM PREFABRICATED WOOD TRUSSES 24" ON CENTER SEE ROOF PLAN 10d NAILS AT 5"o.c. AT PANEL EDGE AND INTERMEDIATE SUPPORT 4"o.c. @ GABLE ENDS FIRST 48" BACK WALL PER PLANS o Cy GABLE GABLE C o 4 O.H. O.H. 2X4 P.T. WOOD STUD KNEE WALL T/ KNEE WALL = 12'-1" A.F.F. GABLE TRUSS OR 2X4 P.T. WOOD STUD FRAMING, VERIFY W/ OWNER & TRUSS MFR. 2 ENTRY PORCH ROOF FRAMING PLAN S-7 SCALE. 1/4" = V-0" N.T.S. N.T.S. 2T-10" Lu T/ MASONRY = 38'-10" Q REVISIONS: < a = d No: DATE COMMENTS ° - N b a' ° N Z ��►LU U w y�A . 4� F _ I_ _J__L _ J� _I _ U GIRDER GIRDER O Q - - . - . - . . - . - . - . Q F . - . - . - . - . - . . - . - . - . - . - 2'-0" 0 W O.H. Z _ TYP. °_ 12 w 12 F 5� 5 N .. - . - . - . - . - . - . - . - . - . - . - . O F O �Q Nuj -•-•-•-•-•- - - - - - - - - 4ft - - - - - - - V 5 _.-.-.-. .- -. .-.-.-. - W Q 43 OINNININN.Z QcW 7).-.-. --- - - 0D pLl.° L4j V) LLJ ^ C~� 41 ° - - ELEVATOR SHAFT �r \ n Z T/ MAS. = 35'-6" A.F.F. 5 '►� _ (10'-0" ABOVE 3rd FLR.) p o } W/ MANUFACTURER. � M d v m O ° n ^z O Lf) ° ¢ w - V) - Z to f0 J - N V1 W 0 00 00 to TA 00 IN - V cow PROVIDE ATTIC STORAGE -C) _ AT HATCHED AREA.Ln (30 PSF LIVE LOAD) # 00 10'_6" Li _ c Ln 30" X 54" ATTIC SCUTTLE ~ _ VERIFY W/ OWNER. a 15'-4" 12'-6" _ CONFIRM SIZE ° W/ MANUFACTURER. UR€R. (A 12 12 0. 5 0 p Z a F N GIRDER GIRDER TRUSS -TO -TRUSS O O m ° CONNECTIONS PER MFR.. Z MU SEE SHOP DRAWINGS. Q, -p Z U c o- - • LL ,P S F I 0� � _ G o °U GIRDER GIRDER_ v�E p��� - 00 v E- WE N LU N � - Q-• - 0 COVA rn to G , C`E GpVN1 N J U S �V GG Q N Bp �Q 0 T o O.H. w Q w TYP. F if �i2p = I Y o� N b= O M o � w K ° LL LL 5'-0" 9'-6" 5'-0" w Job Number: I 8'-4" 19'-6" H T/ MASONRY = 38'-10" T/ MASONRY = 38'-10" Drawn By: ss In Date: 03-20-19 0 Sheet Number Z S -7 THIRD FLOOR ROOF FRAMING PLAN SCALE: 1/4„ = 1,_0„ 0 F_ Mal REVISIONS: No: DATE COMMENTS Q2 06-19-19 BLDG. DEPT. RE 12 5[,,--' �j 3�8'-10" _ �' T/BEAM 3.5'-6- — — B/ PORCH BEAM -¢J 35-6„ — B/ TIE BEAM 1 1/4� O.A.SLOPE 25'-0 3/4" (LOW POINT) _ ORCH VARIES 24'-2" 2" _2BEAM ,-2" 222' 2_ B/ PORCH BEAM B/E TIE 1 1/41/4SLOPE � 1111- 9 3/4" (LOW POINT) T/ PORCH VARIES - 10'-11" 4\ ¢ 9'4' (17.35) 'Oil i B/ PORCH BEAM 8/ TIE BEAM 16" X 16" CMU COL. BLOCK W/ 5/8 STUCCO, PAINTED. 18 56 1 1/4� D.A. SLOPE Q�4-61/4" (LOW POINT) � qF T/ PORCH VARIES L _ STD. 8" MASONRY WALL W/ DUR-O-WALL HORIZ. REINF, EVERY OTHER COURSE. #6 DOWELS @ EACH FILLED CELL PER STRUCTURAL PLANS. PROVIDE STD, 90° ACI HOOK. LAP 48 BAR DIAMETERS MIN. STD. 8" MASONRY WALL W/ DUR-O-WALL HORIZ. REINF. EVERY OTHER COURSE. #6 DOWELS @ EACH FILLED CELL PER STRUCTURAL PLANS. PROVIDE STD. 900 ACI HOOK. LAP 48 BAR DIAMETERS MIN. BREAKAWAY WALL SEE SEE DETAIL 18/S-6. %N\ STRUCTURAL BUILDING SECTION - LOOKING SOUTH S-8 8" HOLLOW CORE PANEL W/ 6" CONC. TOPPING. SEE SHOP DRAWINGS & ENGINEERING FOR LAYOUT AND DETAILS. W12X50 8" HOLLOW CORE PANEL W/ 3" CONC. TOPPING. SEE SHOP DRAWINGS & ENGINEERING FOR LAYOUT AND DETAILS. W12X50 12 5 PRE-ENGINEERED WOOD TRUSSES @ 24" O.C. SEE TRUSS ENGINEERING FOR LAYOUT AND DETAILS. STD. 8" MASONRY WALL W/ DUR-O-WALL HORIZ. REINF. EVERY OTHER COURSE. #6 DOWELS @ EACH FILLED — CELL PER STRUCTURAL PLANS. PROVIDE STD. 900 ACI HOOK. LAP 48 BAR DIAMETERS MIN. (33.52) 3rd FLOOR F.F. \ W12X50 W 12X50 \ \ STD. 8" MASONRY WALL \ v W/ DUR-O-WALL HORIZ. \ REINF. EVERY OTHER COURSE. \ (V \ #6 DOWELS @ EACH FILLED \ CELL PER STRUCTURAL PLANS. \ \ PROVIDE STD. 90° ACI HOOK. \ \ LAP 48 BAR DIAMETERS MIN. \ 2 \ \ 2ndFLOOR \ Y 2nd FLOOO FR F.F. \ M 00000000000 00 W 12X50 W12X50 BREAKAWAY WALL SEE SEE DETAIL 18/S-6. 0'-0" (8_02) 1st FLOOR T/ GRADE BEAM r REFER TO FOUNDATION DRAWINGS —y (SHEETS S-1, S-2, S-3) BY CSM ENGINEERING, FOR FOUNDATION, GRADE BEAM, SLAB & AUGER PILE REQUIREMENTS & DETAILS. - — - - 38'-10L T/WALL '► W N L1.0 0 DQ W � J n V LLJ c cc Lj X10, (LJ wLAJ 0 i. Li 5 Q _25'-1" (LOW POINT) O O T/ BALCONY M ----- 24, a Q V Ln 15'-10" $ A _ T-4" B/TIE BEAM r v:0E. ktA E ,009 vW 4 LVG`EGo GG so cc CONC. STEPS W/ (3) 61/4" RISERS & F (2)12" TREADS. 0'-5 3/4" a%0LU ;;; � CFIVE0® Job Number: JUL 3 2�19 Drawn By: rss Department Date: 03-20-19 permitting FL Sheet Number County r St. Lucie ALL ELEVATIONS SHOWN A REFERENCED TO NAVD-88. _ l8 SCALE: 3/8" = 1'-0" " -