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HomeMy WebLinkAboutbuilding plans for revision 6 (2)GENERAL NOTES 1. CONSTRUCTION SHALL FOLLOW 2014 EDITION OF THE 20. ENERGY CODE CALCULATIONS WITH MANUAL "J" FORM "FLORIDA BUILDING CODE" AS ADOPTED BY IT, LUCIE COLINTY SHALL BE REQUIRED PRIOR TO PERMITTING, AS APPLICABLE AND ALL APPLICABLE AMENDMENTS, AS 21 ALL WINDOWS AND DOORS SHALL BE CAULKED AND APPLIES TO A TYPE V CONSTRUCTION. WEATHER-STRIPPED. WINDOW UNITS SHALL DISPLAY 2. THESE PLANS, AS DRAWN AND NOTED, COMPLY WITH LABELS SHOWING COMPLIANCE WITH THE FLORIDA THE BUILDING ENVELOPE ENERGY REQUIREMENTS OF STATE ENERGY CODE. THE FLORIDA MODEL ENERGY CODE. CONTRACTOR 22. TRUSS MANUFACTURER SHALL SUBMIT FOUR (4) SHALL FAMILIARIZE HIMSELF WITH THE GOVERNING COPIES OF SHOP DRAWINGS AND ENGINEERING CODE IN ITS ENTIRETY, AND BUILD IN ACCORDANCE CALCULATIONS SIGNED AND SEALED BY A FLORIDA' WITH ALL PROVISIONS OF THIS CODE WHICH MAY NOT BE REGISTERED ENGINEER, OF THEIR ROOF TRUSS SPECIFICALLY ADDRESSED ON THE PLANS AND NOTES. DESIGN FOR APPROVAL INCLUDING TWO (2) COPIES 3. THE BUILDER MAY SUBSTITUTE ITEMS WHICH THEY FOR ARCHITECTS REVIEW PRIOR TO FABRICATION. BELIEVE TO BE EQUAL OR BETTER THAN ITEMS 23. ARCHITECT ACCEPTS NO RESPONSIBILITY FOR SPECIFIED ON THESE DRAWINGS WITH PRIOR NOTICE STRUCTURAL BEAMS, COLUMNS, AND FOOTINGS UNTIL AND APPROVAL BY THE OWNER. ITEMS WHICH WHEN REVIEW OF APPROVED TRUSS DRAWINGS, SIGNED AND SUBSTITUTED, REQUIRE APPROVAL OF THE BUILDING SEALED BY A FLORIDA REGISTERED ENGINEER. OFFICIAL, WILL BE SUBMITTED TO THE BUILDING OFFICIAL. 4. BUILDER IS RESPONSIBLE FOR ADEQUATE BRACING 24. ALL INTERIOR LOAD BEARING PARTITIONS TO BE OF STRUCTURAL OR NON-STRUCTURAL MEMBERS CONSTRUCTED WITH CLIPS, TOP AND BOTTOM EACH DURING CONSTRUCTION. STUD, AS PER CODE. 25. MINIMUM CONCRETE COVER OVER REINFORCING SHALL BE: 5. WINDOW AND DOOR SUPPLIER TO PROVIDE SHOP SLABS ON VAPOR BARRIER- 3/4" DRAWINGS TO THE BUILDER AND OWNER FOR BEAMS AND COLUMNS - 1-1/2" APPROVAL. WINDOW AND GLASS SUPPLIER/MFR. FORMED CONCRETE BELOW GRADE - 2" SHALL PROVIDE WIND LOAD CERTIFICATIONS ON UNFORMED CONCRETE BELOW GRADE - 3" ALL EXTERIOR WINDOWS AND DOORS. 26. REINFORCING STEEL: GRADE 60 (FY=60.000) ASTM A615-92b. 6. ALL WOOD IN CONTACT WITH MASONRY, CONCRETE, 27 DETAIL OF CONCRETE REINFORCEMENT SHALL BE IN OR STEEL SHALL BE PRESSURE TREATED. PROVIDE ACCORDANCE WITH "THE MANUAL OF STANDARD AN APPROVED MOISTURE VAPOR BARRIER BETWEEN PRACTICE FOR REINFORCED CONCRETE THE CONCRETE OR OTHER CEMENTITOUS MATERIALS CONSTRUCTION" AS PUBLISHED BY THE CONCRETE AND THE WOOD AS REQUIRED PER APPLICABLE CODE. REINFORCING STEEL INSTITUTE U.N.O. 7. CABINET SUPPLIER TO PROVIDE SHOP DRAWINGS TO 28. DOWEL COLUMN AND WALL REINFORCING TO FOOTING THE BUILDER AND OWNER FOR APPROVAL. WITH SAME SIZE AND NUMBER OF DOWELS AS 8. VERIFY ALL DIMENSIONS IN FIELD BEFORE FABRICATION VERTICAL BARS ABOVE. OF ANY CABINETRY OR MILLWORK. 29. VERTICAL CELLS FOR MASONRY TO BE GROUTED SHALL HAVE VERTICAL ALIGNMENT SUFFICIENT TO 9. ALL WORK BY ALL TRADES TO BE COMPLETED IN MAINTAIN A CLEAR, UNCONSTRUCTED CONT. CELL. ACCORDANCE WITH ALL APPLICABLE CODES, ORDINANCES, STANDARDS OR RESTRICTIONS, WHETHER INDICATED 30. CLEANOUT OPENINGS SHALL BE PROVIDED AT THE ON THE DRAWINGS OR NOT. ALL CONTRACTORS, BOTTOM OF GROUTED CELLS AT EACH LIFT OVER SUBCONTRACTORS, AND SUPPLIERS TO BE PROPERLY 4'-0" HIGH. CLEANOUTS SHALL BE SEALED AFTER LICENSED AND INSURED AS REQUIRED BY LAW BEFORE CLEANING AND INSPECTION, AND BEFORE GROUTING. PERFORMING ANY WORK ON THE PROJECT. 31. REINFORCING STEEL SHALL BE LAPPED 48 BAR DIA. 10. ALL AIR CONDITIONING REGISTERS AND GRILLS TO BE MIN. WHERE SPLICED AND SHALL BE WIRED MFR. PAINTED STANDARD WHITE. TOGETHER. PROVIDE CORNER BARS SAME SIZE AND NUMBER AS HORIZ. BEAM REINFORCING AT EACH 11. USE T BEAD OR METAL CORNER BEAD AT ALL LOCATIONS FACE LAB 30 BAR DIA. MIN. WHERE EDGE FORMS A REVEAL OR MEETS DISSIMILAR MATERIAL. 32. STRUCTURAL WOOD AND TIMBER FRAMING SHALL 12. CONTRACTOR SHALL PROVIDE FINAL CLEANING OF CONFORM TO THE "TIMBER CONSTRUCTION MANUAL" ALL GLASS, FLOORS, CABINETS, FIXTURES, ETC, SO AS PUBLISHED BY THE AMERICAN INSTITUTE OF BUILDING IS CLEAN AND READY FOR OCCUPANCY, TIMBER CONSTRUCTION. 13. WINDOW AND DOOR SIZES ARE NOMINAL. VERIFY 33. HEADERS FOR FRAMED OPENINGS GREATER THAN ACTUAL AND ROUGH OPENING DIMENSIONS IN FIELD 6'-0" MUST BE ENGINEERED AND STAMPED BY THE BEFORE FRAMING OR FORMING OPENINGS. TRUSS MANUFACTURER. (UNLESS NOTED OTHERWISE) 14. CONTRACTOR SHALL MAINTAIN ALL WARRANTIES, 34. DIMENSION LUMBER FOR HEADERSAND COLUMNS INSTRUCTION BOOKS, OPERATIONAL GUIDES, ETC. IN A SHALL BE SOUTHERN PINE. N0. 2 OR BETTER. SINGLE NOTEBOOK FORMAT TO BE PRESENTED TO THE 35. EGRESS WINDOWS SHALL BE OPERABLE FROM THE OWNER UPON COMPLETION OF THE CONSTRUCTION; INSIDE WITHOUT THE USE OF TOOLS. EGRESS 15. CONTRACTOR SHALL COORDINATE ALL THE WORK WINDOWS SHALL PROVIDE A CLEAR OPENING OF NOT LESS THAN 20" IN WIDTH AND 24" IN HEIGHT AND OF ALL TRADES INVOLVED. 5.0 SQ. FT. IN AREA MIN. THE BOTTOM OF THE 16. BUILDER SHALL VERIFY ALL DIMENSIONS AND OPENING SHALL NOT BE MORE THAN 44" ABOVE THE CONDITIONS AT JOBSITE PRIOR TO STARTING ANY FLOOR. LATCH AT 54" A.F.F. MAX. WORK AND NOTIFY ARCHITECT IN WRITING 36. ALL GYPSUM BOARD MATERIALS SHALL 6E IN ACCORDANCE IMMEDIATELY OR THE BUILDER SHALL ACCEPT FULL WITH 2O14 FBC RESIDENTIAL R702.3. GYPSUM BOARD USED RESPONSIBILITY FOR ANY ERRORS OR OMISSIONS. AT HANGAR 1 HR. FIRE BARRIER WALL SHALL BE 5/8" TYPE'X' DO NOT SCALE DRAWINGS. ACTUAL DIMENSIONS BOTH SIDES OF WALL W/ STUDS AT 16" Q.C., SEE PLANS SUPERSEDE ANY GRAPHIC REPRESENTATION. AND WALL SECTIONS FOR DETAILS. 17. THE CONTRACTOR, SUBCONTRACTORS, SUPPLIERS ETC. 37. AL BATH OM F ORS D BASES SHALL CONSIST - SHALL VERIFY ALL DIMENSIONS, PLANS, SPECIFICATIONS, OF APPROVED IMPERVIOUS MATERIALS. CONDITIONS AT JOBSITES, & EXISITNG CONDITIONS ETC. AND SHALL NOTIFY ARCHITECT/DESIGNER OF ANY _ DISCREPANCIES PRIOR TO THE EXECUTION OF ANY WORK, 18. ALL MATERIALS SHOWN OR CALLED FOR ON THESE PLANS SHALL BE INSTALLED PER MFR'S RECOMMENDATIONS AND SPECS. 19. SUBMIT MINIMUM THREE (3) COPIES OF SHOP DRAWINGS AS REQUIRED BELOW. A. STEEL REINFORCEMENT PLACEMENT. B. HOLLOW CORE FLOOR SLABS. C. WOOD ROOF TRUSSES. D. DOORS. E. WINDOWS. F. HARDWARE. G. APPLIANCES. H. PLUMBING FIXTURES. I. ELECTRICAL FIXTURES & EQUIPMENT. J. HVAC EQUIPMENT. K. CABINETRY. L. FLOORING. M STAIRS a 2T-10" 6-0" 1'-4" 10'-6" 1'-4" 6'-0" V-4" 42" H. ALUMINUM RAILING CONFIRM DESIGN W/ OWNER. PROVIDE SUBMITTALS. � a Y N iv 8" 1 2" T-8" ll "v N o HALL 108 4-STORY ELEVATOR; CONFIRM SHAFT SIZE & REQ'S. W/ MFR. PROVIDE ALLOWANCE & SUBMITTALS ;T FOR APPROVAL. o m 00 v 36" H. RAILING PER CODE - CONFIRM DESIGN W/ OWNER, PROVIDE SUBMITTALS. STAIR DEISGN PACKAGE BY OTHERS, CONFIRM DESIGN W/ OWNER. PROVIDE SUBMITTALS FOR APPROVAL. N. RAILINGS. PROVIDE 5" DOOR RETURNS WHERE 0. CONCRETE PILES. POSSIBLE TYP., 4" MIN. REQUIRED. P. ELEVATOR. Q. ROOFING. WINDOW/GLASS NOTES: ALL WINDOWS & DOORS SHALL BE IMPACT -RATED, ALL WINDOWS ABOVE 1st FLOOR SHALL HAVE OPENING -LIMITING DEVICE ALL INTERIOR GLASS SHOWER DOORS & ENCLOSURES TO BE SAFETY GLAS BREAKAWAY WALL NOTES: 1. NO PIPING, CONDUITS, WIRING, FIXTURES, OR DEVICES SHALL BE RUN IN, THRU, ACROSS, IN FRONT OF; OR BE MOUNTED ON BREAKAWAY WALLS. 2. REFER TO ARCHITECTURAL & STRUCTURAL PLANS FOR LOCATIONS. 3. REFER TO FEMA TECHNICAL BULLETIN #9, FOR FURTHER DETAILS. CLIMATIC & GEOGRAPHIC DESIGN CRITERIA SUBJECT TO DAMAGE FROM FLOOD VENT NOTES: WEATHERING: NEGLIGBLE TERMITE: VERY HEAVY 1. THREE (3) WALL FLOOD VENTS IN GARAGE WHERE SHOWN: A. MFR.: SMART VENT MODEL 1540-510 SIZE: 16" X 8" B. FLOOD COVERAGE = 200 S.F. EA. FLAME -SPREAD & SMOKE -DEVELOPED INDEX C. REFER TO MFR. SPECIFICATIONS FOR INSTALLATION REQ'S. 2. GARAGE DOOR REQUIRED TO INCLUDE FLOOD VENT OPTION. ALLOWABLE INDEXES PER 2014 FBC R302.9 & A. PER MFR INFORMATION: (72) SLOTS X 1/4" W. X 5" L. = 90 SQ. IN. R302.10, TESTED PER ASTM E84 & UL 723: B. FLOOD COVERAGE = 90 S.F. PER 2014 FBC R322.2.2.2.2 3. CALCULATION: INTERIOR WALL & CEILING FINISHES: A. ENCLOSED AREA (GARAGE) BELOW FLOOD PLAIN = 540 S.F. FLAME -SPREAD INDEX: 5 200 B. FLOOD COVERAGE PROVIDED: SMOKE -DEVELOPED INDEX: 5 450 1. (3) WALL FLOOD VENTS @ 200 S.F. EACH = 600 S.F. INSULATION: 2. GARAGE DOOR VENT = 90 S.F. FLAME -SPREAD INDEX: < 25 3. TOTAL ALLOWABLE AREA = 690 S.F. SMOKE -DEVELOPED INDEX: < 4S0 RESULT: 540 S.F. REQ'D. W/ 690 S.F. PROVIDED (690 > 540) = OK FIRE PROTECTION NOTE: THIS RESIDENCE SHALL BE PROTECTED WITHJACOMPLETE FUNCTIONING FIRE SPRINKLER SCOMPLYING WITH REQUIREMENTS OF NFPAAND ST. LUCIE COUNTY FIRE DEPT. REQUIREPROVIDE SHOP DRAWINGS FOR REVIEWSEPARATE FIRE DEPARTMENT PERMIT REQUI SQUARE FOOTAGE BREAKDOWN 1st FLOOR: CONDITIONED LIVING AREA: 0 S.F. CONDITIONED STORAGE AREA: 840 S.F. GARAGE: 540 S.F. FRONT PORCH 50 S.F. REAR PORCH: 205 S.F. SUB -TOTAL 1,635 S.F. 2nd FLOOR: CONDITIONED LIVING AREA: 1,400 S.F. REAR PORCH: 190 S.F. SUB -TOTAL 1,590 S.F. 3rd FLOOR: CONDITIONED LIVING AREA: 1,514 S.F. REAR PORCH: 76 S.F. SUB -TOTAL 1,590 S.F. 4th FLOOR: CONDITIONED LIVING AREA: 728 S,F. FRONT BALCONY: 237 S.F. REAR BALCONY: 357 S.F. SUB -TOTAL 1,322 S.F. TOTALS: COND. LIVING AREA: 3,642 S.F. 59.3 % COND. STORAGE AREA: 840 S.F. 13.7 % GARAGE: 540 S.F. 8.8 % PORCHES: 521 S.F. 8.5 % BALCONIES: 594 S.F. 9.7% TOTAL CONDITIONED AREA: 4,418 S.F. TOTAL GROSS AREA: 6,137 S,F. REAR PORCH BREAKAWAYCMU WALLS HB N 18'-2" 0 l - ll ll O 9 ll F�CIABANA 8"ll2�� 3,_8- 4"T-8"CLOSET U I ACCESS. ll L -- G 'T ll � � N STORAGE 109 32" W. H/C ACCESS DOOR W/ CLOSER. w N 0 N f� 0 ` 1-HR RATED WALL co 1-HOUR FIRE BARRIER ll CLOSET O4 4 5/8" GYP. BD. TYPE 'X' ELEV. `1' BOTH SIDES. 8" 2" T-8" „ 3"-8" 4" 5'-211 # 8"ti_ " 12'-6 T _ 1" FIRE RISER, SUBMIT _ FIRE SPRINKLER DRAWINGS cb FOR COMPLETE DETAILS. ill it O ELEVATOR EQUIPMENT 6.72 11 MOUNT ABOVE FLOOD STAIR HALL 20-MIN. RATED DOOR ELEV. = 7.0, l l - - (2) CONC. STEPS W/ l l ll RISERS AT 6" EACH. Q 3 1/2" (R-11) B'ATT. - J a INSUL. FULL HT. ll o WHERE SHOWN. it ll m OP ` l 1 m x GARAGE ao 101 "' l 6.58 1-HOUR FIRE BARRIER N u 0 J 5/8" GYP. BD. TYPE'X' C io ------- - - - - - v ll FOYER m '� ll 102 l l 8" i l 2" T-8" 4" 1 Zo 18'-4" iv N l l 7 WALL FLOOD VENTS, 00 TYP. OF (3) THIS WALL. 6.48 O Q SEE NOTES THIS SHEET. 00 PORCH GARAGE DOOR REQ'D. TO INCLUDE FLOOD VENT OPTION. LINE OF ENTRY PORCH ROOFOVERHANG. 6'-0" 1'-4" 1'-2" 16'-0" 2'-0" 8,_811 19'_2" 1 FIRST FLOOR PLAN SCALE: 7, 4" = Y-0" �I REVISIOI p, No: ST. LUCIT COUNTY PUMPING DIVISION CONCEALED FASTENERS ON ATTA � REVIEWED FOR COMPLIAN pE1.ilESRONSiBIIITY 0 REVIEWED BY TONQF.REC DATE i�'S • Lp1��I PLANS AND PERMIT MUST BE KEPT ON JOB OR NO INSPECTION WILL BE MADE. 27'-10" 10'-6" 1'-4" 6'-0" 1'-4" MO UNN TTO AN CO RI A O CORK 1 AMN/ AND ALL PRO@ Ato 1'-4" 6'-0" 1'-4" �iUllJ/CT TO ANYGOR OT�ANA who E E tastes DER T fih�AT xL�11M�tV'N11M �Y IN 0a1plR TO v v 42" H. ALUMINUM RAILING 2X8 P.T. WD STUD WALL CONFIRM DESIGN W/ OW FRAMED OPENING/HEADER REAR PORCH PROVIDE SUBMITTALS. y o SEE DETAIL SHEET A-6. v F_ io Lo in 11" 4'-0" 16-0" 4'-0" JB POCKET POCKET o0 19 cc 15'-10"5g-211 2 8 v O LLJ _ V T � GREAT ROOM I 09 N N 8„ 226,_2„ � o, A �� 2 8, W Ln - --- 36" H. RAILING PER CODE o 40 1/2" H. HALF -WALL @ o 0 CONFIRM DESIGN W/ OWNER. 42" H. COUNTER. CONFIRM OE PROVIDE SUBMITTALS. COUNTER WIDTH/OVERHANG (DETAILS FIRM NICHE I W/OWNER. W/ OWNER. - o= - - - - - - co r O v EL I oo Ol Co 18 � - O � I i ELEV. � _ I co 8" 2" T-8" 4'-0" 4" _ 5'_2" o io I N O I- PANTRYIn L - J L_KITCHEN J v. - JIT "v ai 9 m -- -- CLOSET --- o �� o 3 1/2" (R-11) BATT. 14 02 O INSUL. FULL HT. j C N `n WHERE SHOWN. ^ `� 32"W. H/C ACCESS. O I POWER p ROOM. 15 � 13 J04 F, n 8" 4 7' 6" - " 5 6 4 121_42„ 8 0 O BATH #1 BEDROOM #1 . v p3 201 TE • o a \ 1 N O N N O 0 m N � - -- -- - g"10„ �. 10 8 0 0 f C T-1" 2'-6" 2'-3" 6'-0" ,' 6" 5' 0" ,,_6„ 6,_0 T_10„ 20,_0„ 2T-10" O SECOND FLOOR PLAN SCALE: 114" = P-O" I Job Numl t Drawn By Date. Sheet Nu t 3�7'-4" # T/COLUMN 12" X 12" CMU COL. BLOCK - W/ 5/8" STUCCO, PAINTED. 42" H. ALUMINUM RAILINGS - TO BE SURFACE MOUNTED. CONFIRM DESIGN W/ OWNER. STUCCO BAND, TYP. SEE DETAIL. 3�3'-4" (LOW POINT) _ T/ OCEAN PATIO VARIES 32 -6" 5/8" STUCCO, PAINTED.— CONFIRM FINISH/TEXTURE REFER TO STRUCTURAL — DRAWINGS FOR CONC. TIE BEAM LOCATIONS & DETAILS. 5/8" STUCCO, PAINTED ON - SUSPENDED FRAMING. SEE CEILING PLANS FOR DETAILS EDGE OF WALL BEYOND 6" HOLLOW CORE PANEL W/ SLOPED CONC. TOPPING. SEE SHOP DRAWINGS & ENGINEERING FOR LAYOUT AND DETAILS. 42" H. ALUMINUM RAILINGS TO BE SURFACE MOUNTED. CONFIRM DESIGN W/ OWNER, STUCCO _\ SEE DE AIAND, TYP. 22'-9" (LOW POINT) T/ MASTER PORCH VARIES 1---- 5/8" STUCCO, PAINTED. CONFIRM FINISH/TEXTURE 19,--10" _ B-7 8/ PORCH BEAM REFER TO STRUCTURAL DRAWINGS FOR CONC. TIE BEAM LOCATIONS & DETAILS. 5/8" STUCCO, PAINTED ON SUSPENDED FRAMING. SEE CEILING PLANS FOR DETAILS. 16" X 16" CMU COL. BLOCK W/ 5/8" STUCCO, PAINTED. 6" HOLLOW CORE PANEL W/ SLOPED CONC. TOPPING. SEE SHOP DRAWINGS & ENGINEERING FOR LAYOUT AND DETAILS. 42" H. ALUMINUM RAILINGS TO BE SURFACE MOUNTED. CONFIRM DESIGN W/ OWNER. STUCCO SEE DETAIL. NDTYP. , 11- 2" (LOW POINT) T/ REAR PORCH VARIES 101-811----- 9'44 (17.1) _ B +' B/ PORCH BEAM 5/8" STUCCO, PAINTED. CONFIRM FINISH/TEXTURE REFER TO STRUCTURAL DRAWINGS FOR CONC. TIE BEAM LOCATIONS & DETAILS. 5/8" STUCCO, PAINTED ON SUSPENDED FRAMING. SEE CEILING PLANS FOR DETAILS. 16" X 16" CMU COL. BLOCK W/ 5/8" STUCCO, PAINTED. 4--6" LOW POINT _ _ T/ LANAI VARIES � 7 1'-10'' T/ GRADE BEAM e 8" HOLLOW CORE PANEL W/ SLOPED CONC. TOPPING. SEE SHOP DRAWINGS & ENGINEERING FOR LAYOUT AND DETAILS. 1 1/4� O.A. SLOPE REFER TO STRUCTURAL—� DRAWINGS FOR CONC. TIE BEAM LOCATIONS & DETAILS. 5/8" STUCCO, PAINTED. — CONFIRM FINISH/TEXTURE 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. 1 "" O A SLOPE 19'-7-7"_ _ + B/TIEBEAM REFER TO STRUCTURAL DRAWINGS FOR BOND BEAM LOCATIONS & DETAILS. 5/8" STUCCO, PAINTED. CONFIRM FINISH/TEXTURE 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 OAR DIAMETERS MIN. 1" O ,SLOPE B/ TIEBEAM REFER TO STRUCTURAL DRAWINGS FOR CONC. TIE BEAM LOCATIONS & DETAILS. 5/8" STUCCO, PAINTED. — CONFIRM FINISH/TEXTURE -3 1/2" (R-11) BATT. INSUL, TYP. -5/8" DRYWALL, PAINTED ON SUSPENDED FRAMING. SEE CEILING PLANS FOR DETAILS. •(2) 2X4 P.T. WD NAILERS. -1 X 3 P.T. WD NAILER, TYP. 5/8" DRYWALL, PAINTED ON 1 X 3 P.T. WD. FURRING @ 16" O.C. OVER CONT. 1" (R-5) RIGID BOARD `1 INSULATION (TAPE ALL SEAMS). 6' CONF✓,RM FINISH/TEXTURE W/ OWN ER, 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. m a �3 1/2" (R-11) BATT. INSUL., TYP. 5/8" DRYWALL, PAINTED ON '� • B_ SUSPENDED FRAMING. SEE CEILING PLANS FOR DETAILS. 1 X 3 P.T. WD NAILER, TYP. 5/8" DRYWALL, PAINTED ON 1 X 3 P.T. WD. FURRING @ 16" O.C. OVER CONT. 1" (R-5) RIGID BOARD � INSULATION (TAPE ALL SEAMS). b 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. rt ryry ". -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. 5-10 2h > 5/8" DRYWALL, PAINTED ON 1 X 3 P.T. WD. FURRING @ 16" O.C. OVER CONT. 1" (R-5) RIGID BOARD m INSULATION (TAPE ALL SEAMS). BREAKAWAY WALL SEE CONFIRM FINISH/TEXTURE SEE DETAIL 18/S-10. W/ OWNER, TYP. 1 X 3 P.T. WD NAILER, TYP. SEE FINISH SCHEDULE FOR 1" 0 A SLOPE BASE & FLOORING. io REFER TO FOUNDATION DRAWINGS (SHEETS S-1, S-2, S-3) BY CSM ENGINEERING, FOR FOUNDATION, GRADE BEAM, SLAB & AUGER PILE REQUIREMENTS & DETAILS. �1 TYPICAL EXTERIOR PORCH & BALCONY WALL SECTION A-7 SCALE 3/8" = Y-0" ALUMINUM STANDING SEAM — ROOF PANELS, 20 GA. TYP. SEE ELEVATIONS FOR SPECS, SELF -ADHERING UNDERLAYMENT PROVIDE SUBMITTALS. 3/4" CDX PLYWOOD SHEATHING. - HURRICANE ANCHORS PER ROOF FRAMING PLAN. 2X6 P.T. WD. DBL. TOP PLATE SEE STRUCTURAL DWG'S. FOR ANCHORS & STRAPS. ALUM. DRIP FLASHING PER ROOF PANEL MFR. .&_41'-8 1/4" (49.455) - T/ WALL 1x4 DRIP & 2x6 FASCIAa 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. 3/4" STUCCO, PAINTED. CONFIRM FINISH/TEXTURE. 5/8" CDX SHEATHING W/ WEATHER -BARRIER WRAP, PAPER -BACKED LATH. 2X6 P.T. WD. BOT. PLATE SEE STRUCTURAL DWG'S._ FOR ANCHORS & STRAPS. 33'-8 1/4" (41.45) 32-6" ___ STUCCO BAND, TYP. SEE DETAIL. REFER TO STRUCTURAL DRAWINGS FOR BOND BEAM LOCATIONS & DETAILS. 5/8" STUCCO, PAINTED. CONFIRM FINISH/TEXTURE STD 8" MASONRY WALL W/ DUR-O-WALL HORIZ. REINF. EVERY OTHER COURSE. #6 DOWELS @ EACH FILLED CELL PER STRUCTURAL PLAN PROVIDE STD. 90® ACI HOOK. LAP 48 BAR DIAMETERS MIN. STUCCO BAND, TYP. SEE DETAIL. 23- '" (30.94) #-- 22'-3" REFER TO STRUCTURAL — DRAWINGS FOR BOND BEAM LOCATIONS & DETAILS. 5/8" STUCCO, PAINTED. — CONFIRM FINISH/TEXTURE 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. STUCCO BAND, TYP. SEE DETAIL. 11'-7" (19.4) 10'-8" ------- 9'-4" (17.1) LOWEST BEAM REQUIREMENT FBEAM O STRUCTURAL—/ GS FOR CONC. TIE OCATIONS & DETAILS. UCCO, PAINTED. M FINISH/TEXTURE 18 5-10 BREAKAWAY WALL SEE SEE DETAIL 18/S-10. '�0" (7.77) T0FIN. FLOOR 9" STARTER BLOCK-� 1 1/2" BLOCK RECESS, TYP.- 1 99" (6.00) GRADE �y .1 -10" T/GRADE BEAM STUCCO EXTENDS 2 MIN. 8"- Q BELOW FINAL GRADE. 12 5� 110" (R-30 BATT. INSUL., TYP. 2' 0" PRE-ENGINEERED WOOD TRUSSES @ 24" O.C. SEE TRUSS ENGINEERING FOR LAYOUT AND DETAILS. 5/8" DRYWALL CEILING, TYP. CONFIRM FINISH/TEXTURE. W/ OWNER, TYP. SEE CEILING PLANS FOR SOFFIT/TRAY DETAILS. 6" (R-19) BATT. INSUL., TYP. - 2X6 P.T. WD. STUDS @ 16" O.C. E 5/8" DRYWALL, PAINTED, CONFIRM FINISH/TEXTURE W/ OWNER, TYP. SEE FINISH SCHEDULE FOR BASE & FLOORING. 8" HOLLOW CORE PANEL W/ 6 1/4" 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, 5/8" DRYWALL, PAINTED ON 1 X 3 P.T. WD. FURRING @ 16" O.C. OVER CONT. 1" (R-5) RIGID BOARD v 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. CEILING FRAMING, SEE CEILING PLANS FOR DETAILS. SEE SCHEDULE 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, NS, FULL HEIGHT. ON PLA 25 GA. BOTTOM TRACK BASE PER FINISH SCHEDULE. 0'-0" FLOOR PER FINISH SCHEDULE. T FIN. FLOOR TYP. INTERIOR NON -BEARING METAL STUD WALL SECTION A-7 j SCALE: 1" = Y ALUMINUM STANDING SEAM ROOF PANELS, 20 GA. TYP. SEE ELEVATIONS FOR SPECS. SELF -ADHERING UNDERLAYMENT PROVIDE SUBMITTALS. 3/4" CDX PLYWOOD SHEATHING. 12' HURRICANE ANCHORS PER 5 V ROOF FRAMING PLAN. 2X6 P.T. WD. DBL. TOP PLATE SEE STRUCTURAL DWG'S. FOR ANCHORS & STRAPS, ALUM. DRIP FLASHING PER ROOF PANEL MFR. 41'-8 1/4" (49,45) T T/ WALL 2'-0" 1x4 DRIP & 2x6 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. �\ TYPICAL. ROOF EAVE DETAIL A-7 -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. 5/8" DRYWALL, PAINTED ON 1 X 3 P.T. WD. FURRING @ 16" O.C. 8" HOLLOW CORE PANEL W/ SEE FINISH SCHEDULE OVER CONT. 1" (R-5) RIGID BOARD m 3" CONC. TOPPING. SEE SHOP FOR FLOORING. INSULATION (TAPE ALL SEAMS). b DRAWINGS & ENGINEERING CONFIRM FINISH/TEXTURE FOR LAYOUT AND DETAILS. 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. 5/8" DRYWALL, PAINTED ON 1 X 3 P.T. WD. FURRING @ 16" O.C. OVER CONT. 1" (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. io REFER TO FOUNDATION DRAWINGS (SHEETS S-1, S-2, S-3) BY CSM ENGINEERING, FOR FOUNDATION, GRADE BEAM, SLAB & AUGER PILE REQUIREMENTS & DETAILS. 2 TYPICAL EXTERIOR WALL SECTION A-7 SCALE 3/8" = Y-0" PROVIDE DROPPED—// FRAMING AS REQ'D. 5/8" DRYWALL CEILING/TRAY, CONFIRM FINISH/TEXTURE. W/ OWNER, TYP. %51 TYPICAL CEILING STEP DETAIL A-7 L10" 1R-30 BATT. INSUL., TYP. PRE-ENGINEERED WOOD TRUSSES @ 24" O.C. SEE TRUSS ENGINEERING FOR LAYOUT AND DETAILS. PROVIDE FURRING/FRAMING AS REQ'D. TO ENSURE STRAIGHT. 5/8" DRYWALL CEILING/TRAY, CONFIRM FINISH/TEXTURE. W/ OWNER, TYP. SCALE:3— /44 Y-0" 8" HOLLOW CORE PANEL W/ 3" CONC. TOPPING. SEE SHOP DRAWINGS & ENGINEERING FOR LAYOUT AND DETAILS. srA IR PROVIDE DROPPED —� FRAMING AS REQ'D. 5/8" DRYWALL CEILING/TRAY, CONFIRM FINISH/TEXTURE. W/ OWNER TYP. FLOOR/CEILING DETAIL AT STA 8" HOLLOW CORE PANEL W/ 3" CONC. TOPPING. SEE SHOP DRAWINGS & ENGINEERING FOR LAYOUT AND DETAILS. ELEVATOR LEVA TOR SCALE: 3/4" = Y-0" PROVIDE DROPPED FRAMING AS REQ'D. 5/8" DRYWALL CEILING/TRAY, CONFIRM FINISH/TEXTURE. W/ OWNER, TYP. 7 FLOOR/CEILING DETAIL AT EXTERIOR WALL A 7 DSCALE:3/4" 8" HOLLOW CORE PANEL W/ 3" CONC. TOPPING. SEE SHOP DRAWINGS & ENGINEERING FOR LAYOUT AND DETAILS. _A A-7 PROVIDE DROPPED —� FRAMING AS REQ'D. 5/8" DRYWALL CEILING/TRAY, CONFIRM FINISH/TEXTURE. W/ OWNER, TYP. FLOOR/DROPPED CEILING DETAIL `PROVIDE DROPPED FRAMING AS REQ'D. 1/2" CDX SHEATHING W/ WEATHER -BARRIER WRAP, PAPER -BACKED LATH. 3/4" STUCCO, PAINTED. CONFIRM FINISH/TEXTURE. 9 DROPPED PORCH CEILING DETAIL SCALE: 3/4" = V-0" A_7 SCALE: 3/4" _ A L 'EXTERIOR WALL SCALE.• 3/4" = V-0" — N 0 PROVID DROPPED FRAMIN S AS REQ'D. Jc 1/2" COX SHEATHING W/ WEATH R-BARRIER WRAP, PAPER-EACKED LATH. 3/4" STL CCO, PAINTED. CONFIRM FINISH/TEXTURE. 10 TYP. PORCH FILING DETAIL A-7 SCALE: 3/4" = T-0" 1. WALL SYSTEM SEE PLANS & U.L. LISTING FOR EXACT CONSTRUCTION. 1. WALL SYSTEM SEE PLANS & U.L. LISTING 1. WALL SYSTEM SEE PLANS & U.L. LISTING FOR 1. WALL SYSTEM SE: PLANS & U.L. LISTING FOR 2. PIPE, CONDUIT, OR TUBING REFER TO U.L. LISTING FOR EXACT CONSTRUCTION. 2. FLEXIBLE METAL (STEEL OR ALUMINUM) EXACT CONSTRUCTION. 2. PIPE, CONDUIT, OR TUBING REFER TO U.L. LISTING EXACT CONSTRU 2. PIPE, CONDUIT, TION. TUBING FOR ALLOWABLE MATERIALS & MAX. SIZES. 3. CAULKING/SEALANT; 3M COMPANY CP 25WB+ CONDUIT UP TO 4"0 PER U.L. LISTING. 3. CAULKING: 3M COMPANY CP 25WB+ FOR ALLOWABLE MATERIALS & MAX. SIZES. FOR ALLOWABLE R REFER TO U.L. LISTING MATERIALS & MAX. SIZES. OR FB-3000 WT, INSTALL PER MANUFACTURER'S INSTALL PER MANUFACTURER'S 3. CAULKING/SEALANT/PUTTY: 3M COMPANY CP 25WB+, IC 1SWB, FB-3000 WT, OR MP+ STIX. INSTALL PER 3. CAULKING/SEA NT/PUTTY: 3M COMPANY CP 25WB+, INSTRUCTIONS AND PER U.L. LISTING. INSTRUCTIONS AND PER U.L. LISTING. MFR'S. INSTRUCTIONS AND PER U.L. LISTING. IC 15WB, FB-300 MFR'S. INSTRUCI WT, OR MP+ STIX. INSTALL PER ONS AND PER U.L. LISTING. 4. FIRESTOP DEVIC COLLAR: 3M COMPANY PPD 150, PPD 200, PPD 309, OR PPD 400, INSTALL PER MFR'S. INSTRUCTIONS AND PER U.L. LISTING. W-L-1001 W-L-1017 W-L-2088 W-L-2002 FOR USE WITH METALLIC CONDUIT OR TUBING, UP TO 6"0 OR LARGER PER MAT'L. AS PER LISTING. FOR USE WITH FLEXIBLE STEEL OR ALUMINUM CONDUIT UP TO 4"0. FOR USE WITH NON-METALLIC CONDUIT, PIPE, OR TUBING, OF VARYING MAT'L. & SIZES PER U.L. LISTING. FOR USE WITH NON-METALLIC CONDUIT, PIPE, OR MATERIALS INCLUDE: PVC, CPVC, ENT, OR ABS. TUBING, OF VARYIN MATERIALS INCLUDE: G MAT-L. & SIZES PER U.L. LISTI PVC, CPVC, ENT, OR ABS. NOTES: 1. THROUGH -BARRIER PENETRATIONS SHALL COMPLY 2014 FBC 714.3.1, FBC-R 302.4.1„ UL 1479, & UL 263. 2. THESE ARE GENERAL DETAILS REFER TO U.L. LISTING SYSTEM FOR ALL OPTIONS AND EXACT DETAILS & REQUIREMENTS. 3. ALTERNATE METHODS/SYSTEMS SHALL BE ACCEPTABLE, ALTERNATE METHODS/U.L. LISTINGS SHALL BE SUBMITTED & MADE AVAILABLE AT TIME OF IN PECTION. Job Number: Diawn By: a'. Date'. Sheet Numb L 1�.a�i ti `59 A STRUCTURAL NOTES: 1. ALL WORK SHALL BE IN ACCORDANCE WITH LOCAL BUILDING CODES AND ORDINANCES. (2014 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, WOR 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. B. 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 WALL 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. 13KEAKAWAY (FKANW13LE) WALL NOTES: 1. AT 1st FLOOR ONLY ALL CMU INFILL SECTIONS BETWEEN POURED 2 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. 2nd FLR. EAST BA CONY T/ HOLLOW CORE SLAB SLOPED TOPPING THICKNES = 22'-7" = 2" TO Y COLUMN SCHEDULED z0 MARK TYPE SIZE ELEVATION REINFORCEMENT/NOTES Wl L I 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" -V-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" -V-10" 10'-0" COLUMN BLOCK, POUR SOLID, 3000 PSI W/ (4) #6 CONT. W/ #3 STIRRUP @ 8" O.C. C-4 CMU 16" 16" 11'-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" 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" ±11'-5" 1'-9" ±9'-8" 4" SQ. X 3/8" TH. W/ 10"X10" BASE PLATE & 6"X10" TOP PLATE, SEE SHEET S-10 FOR DETAILS. C-8 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-10 FOR DETAILS. C-9 STEEL 1 4" 4" ±9'-3" 1 22'-3" ±31'-5" 4" SQ. X 3/8" TH. W/ 8"X10" BASE PLATE & 6"X10" TOP PLATE, SEE SHEET 5-10 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 TB-1 8" 14" 27'-10" (6) #5 CONT. W/ (1) #3 STIRRUPS @ 12" O.C. MAX. B-4 I 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" 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. (4) #5 CONT. W/ (1) #3 STIRRUPS @ 12" O.C. MAX B-8 TB-1 8" 12" 6-8" B-9 TB-1 8" 11 " 16'-5" (2) #5 CONT. (POURED W/ FLOOR TOPPING) (2) #5 CONT. (POURED W/ FLOOR TOPPING) (4) #8 BOT. (2) #6 TOP CONT. W/ (1) #3 STIRRUPS @ 4" O.C. MAX. B-10 TB-1 8" 141/4" 1 T-4" B-11 TB-1 12" 16" 20'-0" 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'-0" (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 LINTEL L1 (SPANS UP TO 10'-0") �A 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/ 4t 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) SEE BEAM SCHEDULE FOR SIZE AND REINFORCEMENT. I (,. -. I •°�- TIE -BEAM - TB2 (BEAMS GREATER THAN 18" DEEP) SEE BEAM SCHEDULE FOR SIZE AND REINFORCEMENT. 1 �. 4" 4" N TIE -BEAM - TB1A/TB2A (W/STEP-DOWN) TYPICAL TIE BEAM W/ STEP-DOWN AT BALCONY. SEE BEAM SCHEDULE FOR SIZE AND REINFORCEMENT. mw WOOD HEADER - H1 (3) 2 X 12 P.T. W/ (2) LAYERS INT. 1/2" PLYWOOD. GLUED I & NAILED W/ 8d GALV. NAILS @ 8" O.C. STAGGERED. (NO JOINTS IN 2 X 12's REQUIRED/ALLOWED). DESIGN CRITERIA 2014 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: 43'-10" SLOPE: 5 :12 ENCLOSED STRUCTURE INTERNAL PRESSURE: ±0.18 STRUCTURAL W]FE LEGEND TYPICAL IOR WALL: ®8" CMU W/ FILLED CELLS @ 24" O.(1) #5 VERT. BREAKAMU WALL: 8" CMU WUN-REINFORCED HOLLOWSTRUCTURAL CONN. TOT., OR ENDS. ® EXTERIOD WALL:2X6,2X8,X10 WOODSTUDS @O.C.NOTES: 1. SEEPLANS FOLL THICKNESS.2. SEE ARCHITECTUPLANS, SECTIONS,DETAILS, FORCOE WALL ASSEMBLY. HOLLOW CORE SLAB LEGEND 8„ HOLLOW CORE SLAB W/ 3" TOPPING. TYPICAL AT 2nd & 3rd FLOOR LIVING AREA. 6" HOLLOW CORE SLAB W/ 6 1/4" TOPPING. TYPICAL AT 4th FLOOR LIVING AREA. 6" HOLLOW CORE SLAB W/ SLOPED TOPPING. SEE PLANS FOR TOPPING THICKNESS. TYP. AT EXTERIOR BALCONIES, + 6" HOLLOW CORE SLAB W/ ADDED + TOPPING TO MATCH ADJACENT 8" H.C. SLAB TOPPING THICKNESS. 4" SHOWER RECESS OR CURB, FORM & POUR W/ CONC. TOPPING. SEE PLAN FOR LOCATIONS. MASONRY OPENING LEGEND OPENING ELEVATION MARK WIDTH HEIGHT HEADER SILL /THLD. LINTEL M-1 16'-0" 8'-0" 6'-7" -1'-5 1/2" L2 M-2 6-0" T-O" 8'-0" 0'-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" T-0" T-O" 0'-0" L1 M-7 6'-8" 9'-4" 20'-11" (9'-4") 11'-7" (0'-0") B-13 M-8 2'-6" T-0" 19'-7" (8'-0") 16'-7" (5'-0") L1 M-9 2'-6" 4'-0" 19'-7" (8'-011) 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" T-O" 17'-7" (7'-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" 3V-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 4'4" 4'-0" 31'-2" (8'-011) 27'-2" (4'-0") L1 M-17 3'-O" T-O" 31'-2" (8'-0") 26'-2" (3'-0") Lt M-18 8'-0" &-0" 31'-2" (8'-0") 23'-2" (0'-0") L1 M-19 5'-4" 5'-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'-O" 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" T-0" 40'-8 1/4" (T-0") 33'-8 1/4" (0'-0") L1 M-24 V-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) Lt 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" (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. WOOD FRAMED OPENING LEGEND MARK OPENING WIDTH HEIGHT ELEVATION HEADER SILL /THLD. HEADE W-1 2'-6" V-8" 40'-4 1/4" (6'-8") 38'-8 1/4" (T-0") H1 W-2 2'-10" 6-8" 40'-4 1/4" (6'-8) 33'-8 1/4" (0'-0") H1 W-3 4'-0" 4'-0" 40'-41/4" (6-8") 36'41/4" (2'-8") H1 W-4 10'-0" 6-8" 40'4 1/4" (6'-8") 33'-8 1/4" (0'-0") H1 W-5 3'-0" 4'-0" 40'4 1/4" (6'-8") 36'-4 1/4" (2'-8") H1 W-6 3'-4" 6'-8" 40'4 1/4" (6-8") 33'-8 1/4" (0'-0") H1 W-7 5'-0" 4'-0" 19'-7" (8'-0") 15'-7" (4'-0") H1 W-8 5'-0" 4'-0" 31'-2" (8'-0") 27'-2" (4'-0' H1 NOTES: 1. VERIFY ALL OPENING SIZES PRIOR TO CONSTRUCTION. 2. CONFIRM OPENINGS FOR WINDOWS & DOORS W/ SUPPLIER. 3. ADJUST DOOR THRESHOLDS & HEADERS HEIGHTS AS REQ'D. FOR THRESHOLD RECESSES & FINISH FLOORING MATERIAL THICKNESSES. m POURED CONC. STEPS - (2) 7" RISERS, (1) 11" TREAD. SEE S-8 FOR REFERENCE. 27'-10" 6-0" 1'-4 10'-6" 1'-4 6'-0" 1'-4" 0 m REFER TO FOUNDATION DRAWINGS, SHEETS F-1, F-2, & F-3 PREPARED BY CSM ENGINEERING FOR FOUNDATION, GRADE BEAM, SLAB & AUGER PILE REQUIREMENTS & DETAILS. BALCONY HOLLOW CORE SPAN DIRECTION. 27'-10" 10'-6" 2"(-5") I I 0I \ B-7 v g J m J N v i� OFFSET DIM'S.--� SHOWN TO BLDG. LINE,TYP. 4" 6141'-4" '11 CB-77 � a �launumrannunnr~nra�r' - ,� -, 7 -aa¢annllinaaulum: FlAr . � �✓ -- � - I:alannnnu:amnmr�r� _ eal:r711Yllnlc�llllln�llc� rq .. MAP M-ommaI:ar;lr nl�l� � ��■ua�mmmlal r. O.C. BUll D-011Tn 4" W. X 6" H. POURED CONC.J INTEGRAL POUR W/ FLOOR TOPPING, SEE SHEET S-9 & ELEVATIONS FOR REFERENCE. POURED CONC. CANTILEVER-J SLAB BEAM 'B-12' SEE SECTION 1/S-9 FOR REFERENCE. FIRST FLOOR SECOND FLOOR STRUCTURAL PLAN STRUCTURAL PLAN SCALE: 1/4" m o � 3"(-4") o 6 3/4" (-0-3/4") 11 m W 0 - 4" W. X 6" H. POURED rnN(- INTEGRAL POUR TOPPING, SEE SHE ELEVATIONS FOR "Job burr Diaw'I B Date_ Sheet N/L %`I 1 STRUCTURAL NOTES: 1. ALL WORK SHALL BE IN ACCORDANCE WITH LOCAL BUILDING CODES AND ORDINANCES. (2014 FLORIDA BUILDING CODE & ST. LUCIE COUNIT'Y 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 11. 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 WOR 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 IN FILL SECTIONS BETWEEN POURED Q 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, COI.UMN SCHEDULEQQ MARK TYPE SIZE ELEVATION REINFORCEMENT / NOTES W L I 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 @]DETAIL C-2 CONC 8" 16" 12'-6" -V-10" 10'-8" FORMED & POURED COLUMN, 3000 PSI W/(4)*6 CONT. W/ #3 STIRRUP @. C-3 CMU 16" 16" 11'-10" -V-10" 10'-0" COLUMN BLOCK, POUR SOLID, 3000 PSI W/ (4) #6 CONT. W/ #3 STIRRUP @. C-4 CMU 16" 16" 11'-2" -1'-10" 9'-4" COLUMN BLOCK, POUR SOLID, 3000 PSI W/ (4) #8 CONT. W/ #3 STIRRUP @. C-5 CMU 16" 16" 8'-8" 11'-2" 19'-10" COLUMN BLOCK, POUR SOLID, 3000 PSI W/ (4) #6 CONT. W/ #3 STIRRUP @. C-6 CMU 12" 12" 4'-0" 33'-4" 37'-4" COLUMN BLOCK, POUR SOLID, 3000 PSI W/ (4) #5 CONT. W/ #3 STIRRUP @. C-7 STEEL 4" 4" ±11'-5" 1'-9" ±9'-8" 4" S(2t X 3/8" TH. W/ 10"X10" BASE PLATE & 6"X10" TOP PLATE, SEE SHEET S-10 FILS. C-8 STEEL 4" 4" ±10'-7" 10'-8" ±21 -3" 4" SO, X 3/8" TH. W/ 8"X10" BASE PLATE & 6"X10" TOP PLATE, SEE SHEET S-10 FOS.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 5-10 FOLS. CONCRETE TIE BEAM SCHEDULE MARK TYPE SIZEL REINFORCEMENT W B-1 TB-1 8" 16" CONT. (2) #8 BOT. (2) #6 TOP CANT. W/ (1) #3 STIRRUPS @ 4" O.C. MAX. B-2 TB-tA 8" 14" 27'-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 I TB-2 8" 27" 16'-5" (6) #6 CONT. W/ (2) #3 STIRRUPS @ 4" O.0 MAX. B-5 I TB-2 8" 24" CONT, (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" 2T-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. (2) #5 CONT. (POURED W1 FLOOR TOPPING) B-9 T13-1 8" 11 " 16'-5" B-10 TB-1 8" 141/4" 15'-4" (2) #5 CONT. (POURED W/ FLOORTOPPING) B-11 TB-1 12" 16" 20--0" (4) #8 BOT. (2) #6 TOP WNT. W/ (1) #3 STIRRUPS @ 4" O.C. MAX. B-12 TB-1 16" 11"-14" B'-0" (4) #5 CONT. W/ (1) #3 ST'IRRUPS @ 8" O.C. MAX. B-13 TB-1 12" 16" 8'-0" (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. 0i0i0 LINTEL / BEAM / HEADER TYPES I LINTEL L1 (SPANS UP TO 10--01 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) SEE BEAM SCHEDULE FOR SIZE AND REINFORCEMENT. TIE -BEAM - TB2 (BEAMS GREATER THAN 18" DEEP) SEE BEAM SCHEDULE FOR SIZE AND REINFORCEMENT. TIE -BEAM - TB1A/TB2A (W/ STEP-DOWN) TYPICAL TIE BEAM W/ STEP-DOWN ATI3ALCONY. SEE BEAM SCHEDULE FOR SIZE AND REINFORCEMENT. 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 2014 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: 43'-10" SLOPE: 5 :12 ENCLOSED STRUCTURE INTERNAL PRESSURE: ±0.18 STRUCTURAL WALL LEGEND i TYPICAL EXTERIOR WALL: ®8" CMU WALL W/ FILLED C @ 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 & 3rd FLOOR LIVING AREA. 6" HOLLOW CORE SLAB W/ 6 1/4" TOPPING. TYPICAL AT 4th FLOOR LIVING AREA. 6" HOLLOW CORE SLAB SLOPED TOPPING. SEE PLANS m FOR TOPPING THICKNESS. TYP. AT EXTERIOR BALCONIES. + 6" HOLLOW CORE SLAB W/ ADDED + TOPPING TO MATCH ADJACENT 8" H.C. SLAB TOPPING THICKNESS. 4" SHOWER RECESS OR CURB, FORM & POUR W/CONC. TOPPING. SEE PLAN FOR LOCATIONS. MASONRY OPENING LEGEND OPENING ELEVATION MARK WIDTH HEIGHT HEADER SILL /THLD. LINTEL M-1 16'-0" 8`-O" 6'-7" -1'-5 1/2" L2 M-2 6'-0" 8'-0" ' 8'-0" 0'-0" L1 M-3 2'-6" 8'-0" 8'-0" 4'-O" L1 M-4 4'-0" 8.4. 8'-0" 4'-0" 0 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") 11'-7" (0'-0") B-13 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") L7 M-10 4'-0" T-0" 19'-7" (8'-0") 14'-7" (T-0") L1 M-11 16'-0" 8'-0" 19'-7" (8'-0") 11'-7" (0'-0") B-6 M-12 4'-4" T-O" 17'-7" (T-0") 11'-7" (0'-011) L1 M-13 6'-8" 8'-0" 31'-2" (8'-0") 23'-2" (0'-0") L1 M-14 2'-6" T-O" 31'-2" (8'-0") 28'-2" (5'-0") L1 M-15 2'-6" 4'-0" 31'-2" (V-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" (T-0") L1 M-18 8'-0" 8'-0" 31'-2" (8'-0") 23'-2" (0'-0") L1 M-19 T-4" 5'-0" 31'-2" (8'-0") 26'-2" (T-0") L1 M-20 U-0" T-O" 31'-2" (8'-0") 26'-2" (3'-0") L1 M-21 2'-6" T-O" 31'-2" (8'-0") 28'-2" (T-0") L1 M-22 4'-4" T-0" 30'-2" (T-0") 23'-2" (0'-0") L1 M-23 4'-4" T-0" 40'-8 1/4" (7'-0") 33'-8 1/4" (0'-0") L1 M-24 V-4" 0'-8" 4-7 1/2" (7.14) -1'-3 1/2" (6.48) L1 M-25 V-4" 0'-8" -0'-6 1/4" (7.24) -1'-2 1/4" (6.58) L1 M-26 V-4" 0'-8" -0'-4 1/2" (7.38) -1'-0 1/2" (6.72) Lt 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. WOOD FRAMED OPENING LEGEND MARK OPENING WIDTH HEIGHT ELEVATION HEADER SILL / THUD. HEADE W-1 2'-6" 1'-8" 40'-4 1/4" (6'-8") 38'-8 1/4" (5'-0") H1 W-2 2'-10" 6'-8" 40'-4 1/4" (6-8") 33'-8 1/4" (0'-0") H1 W-3 4'-0" 4'-0" 40'-4 1/4" (6'-8") 36'-4 1/4" (2'-8") H1 W-4 10'-0" 6'-8' 40-41/4" (6 8) 33'-8 1/4' (0'-0") H1 W-5 3-0" 4'-0" 40-41/4" (6'-8) 36'-41/4' (2'-8") H1 W-6 3-4" 6-8" 40'-41/4" (6'-8') 33'-81/4" (0'-0") H1 W-7 5'-0" 4'-0" 19'-7" (8'_0") 15'-7" (4'_0") H1 W-8 5'-0" 4'-0" 31'-2" (8'-0") 27'-2" (4'_0") H1 NOTES: 1. VERIFY ALL OPENING SIZES PRIOR TO CONSTRUCTION. 2. CONFIRM OPENINGS FOR WINDOWS & DOORS W/ SUPPLIER. 3. ADJUST DOOR THRESHOLDS & HEADERS HEIGHTS AS REQ'D. FOR THRESHOLD RECESSES & FINISH FLOORING MATERIAL THICKNESSES. 4" (FI SLAB BEAM 'B-14' SEE SECTION THIRD FLOOR 1/S-9 FOR REFERENCE. STRUCTURAL PLAIN SCALE: 1/4" = 1'-0" v io N N Ln al E ` o v KT 0 in e� u 3= 2' 6' 4th FLR. EAST BA ONY T/ HOLLOW CORE SLAB T/ TOPPING VARIES = 2" - 33'-2" 0 3 114" !" 1'-0" 6'-4" 1'-0" 10'-10" 1'-01. '-4" 1'-0" 2" um m m m m m m m m m m m m m m m m m m m m m m m m m 0 m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m a BALC?NY H,QLLOW CORE SPAN DIRECTION,. mO m m m m m m m m m m m m m m m m m m 2'-2-9 m m a 10'�.0" m m m m 3'-6"' m m m A 0'-041 m m m 2'-22" io H1 ST)rP „ I I P.. WD S H L CO @ 6" O. P DIRE 10 . 1 ' T-2" 4t OR F. - 33- / LLO C E SL 61/4" O ING 3 81/4" I I 8" T-10" I m H1 ELEV. �J 3/4" > > > II I I v >31/2'"S E13 v D. O > > a 8" 8- 5'_4" 13---- - > > j T-4 7'-4" 6" > 1 1M" O.A. SLOPE ± 6'-0" 4" H ER > > E S FIE > > > �N ST W1 L H qK ± ± E 2 8/4" E E F 1 3 > > > 2 3/4; OLLOW WRE > AN DIRECTION. > E 1-1�j2° E r E 61/4" F E 2" e aA. SLOPE E I± 3 1 2'�O.A. > e 1 j E I> 5'-4" 2'-10" 4'-7" 2'-6" 4'-9" 8 P.T. WD STUDS 1 16" O.C. AT I PARAPET WALL. FOURTH FLOOR STRUCTURAL PLAN SCALE: 114" = Y-O" -2" N io i� Eo in 9 Is 3/4" CDX PLYWOOD SHEATHING. HURRICANE ANCHORS PERK ROOF FRAMING PLAN. 2X6 P.T. WD. DBL. TOP PLATE 41'-8 1/4" (49,45) 2X6 P.T. WD. STUDS @ 16" OX 5/8" CDX SHEATHING W/- WEATHER-BARRIER WRAP, PAPER -BACKED LATH. 33'-8 1/4" (41.45) 32'-6" 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. 23'-2" (30.94) ------- 22'-3" 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. 11'-7" (19.4) 10'-8" 0 'r 9-4" (17.1) _ LOWEST BEAM REQUIREMENT BREAKAWAY WALL SEE SEE DETAIL 18/S-10. 0 18 S-10 0' 0" (7.77) 1' FIN. FLOOR 1—'-9" (6.00) GRADE 101, T/GRADE BEAM 12 5� 2 a op 0 PRE-ENGINEERED WOOD TRUSSES @ 24" O.C. SEE TRUSS ENGINEERING FOR LAYOUT AND DETAILS. 8" HOLLOW CORE PANEL W/ 6 1/4" CONC. TOPPING. SEE SHOP DRAWINGS & ENGINEERING FOR LAYOUT AND DETAILS. 8" HOLLOW CORE PANEL W/ 3" CONC. TOPPING. SEE SHOP DRAWINGS & ENGINEERING FOR LAYOUT AND DETAILS. 8" HOLLOW CORE PANEL W/ 3" CONC. TOPPING. SEE SHOP DRAWINGS & ENGINEERING FOR LAYOUT AND DETAILS. REFER TO FOUNDATION DRAWINGS (SHEETS S-1, S-2, S-3) BY CSM ENGINEERING, FOR FOUNDATION, GRADE BEAM, SLAB & AUGER PILE REQUIREMENTS & DETAILS. 12 5 9 _ 9'-4" (17.1) LOWEST BEAM `r BREAKAWAY WALL SEE SEE DETAIL 18/S-10. 18 5-10 0'-0" (7_77)) FIN. FLOOR r -1'-9" (6.00) GRADE r 1'-10" T/ GRADE-�BEAM �46'-5" (54.18) -ROOF PEAK ------------- 12 *4-3'-10• (51.60) _ _ _ 5� MEAN ROOF HEIGHT b 41'-8AL 4" (49.45)� 2X6 P.T. WD. STUDS @ 16' O.C. 5/8" CDX SHEATHING W/ , WEATHER -BARRIER WRAP, PAPER -BACKED LATH. 33'-8 1/4" (41.45) -------- 4 32'-6" ---- B-10 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. 23'-2" (30.94) 22'-3" B-9 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. 11--7" (19.4) '--- ^- 10 8------- 9—'-4• (17.1) B-4 T LOWEST BEAM - -I-- BREAKAWAY WALL SEE SEE DETAIL 18/S-10. v 18 5-10 0' 0" (7.77) FIN. FLOOR - -1'-9' (6.00) T GRADE � � 1-10-10" T/GRADE BEAM 40'-8 1/�4"_�� PRE-ENGINEERED WOOD ELEV. DOOR LINTEL TRUSSES @ 24" O.C. SEE TRUSS ENGINEERING FOR LAYOUT AND DETAILS. 7 8" HOLLOW CORE PANEL W/- 6 1/4" CONC. TOPPING. SEE SHOP DRAWINGS & ENGINEERING FOR LAYOUT AND DETAILS. 1 1/41 1/4" 0 A SLOPE 30'-2" ELEV. DOOR LINTE 8" HOLLOW CORE PANEL W/ 7 3" CONC. TOPPING. SEE SHOP 5-10 DRAWINGS & ENGINEERING FOR LAYOUT AND DETAILS. m REVISIC No- Q2 0 cc O V� 33'-3 1/2" (LOW POINT T/SUNSET BALCONY VARIES I 4� O I O E Qc I u _ ,s'a° — Ulu ELEV. DOOR LINTE c Ll IA 8" HOLLOW CORE PANEL W/ ri 5 7 3" CONC. TOPPING. SEE SHOP 5-10 5-10 DRAWINGS & ENGINEERING I �� FOR LAYOUT AND DETAILS. B-1 t 7' V, 0" ELEDOOR LINTEL `► mLrCK I rUUNUAIIUN DRAWINGS (SHEETS S-1, S-2, S-3) BY CSM ENGINEERING, FOR FOUNDATION, GRADE BEAM, SLAB & AUGER PILE REQUIREMENTS & DETAILS. BREAKAWAY WALL SEE SEE DETAIL 18/S-10. 18 — 5-10 fJ � HIGH POINT -1'-0" (6.77) _TO LOW POINT -1'-4' (6.44) GARAGE FLOOR VARIES r -1 -9 (6.00) GRAD) �1'-101, T/ GRADE BEAMS 1 STRUCTURAL BUILDING SECTION - LOOKING EAST 2 STRUCTURAL BUILDING SECTION - LOOKING EAST S-7 SCALE: 3/8" = 7'-0" S 7 ELEVATIONS SHOWN ;RENCED TO NAVD-88. SCALE.---- 46'-5" (54.18) _F PEAK 3/4" CDX PLYWOOD SHEATHING. HURRICANE ANCHORS PER 12 ROOF FRAMING PLAN. 5� 43'-10" (51.60) 2X6 P.T. WD. DEL. TOP PLATE �' MEAN ROOF HEIGHT 0 � 4_1..-.8.1/4" (49.45)--------_--_ —---- T I/WALL 12" X 12" CMU COL. BLOCK W/ 5/8" STUCCO, PAINTED. 33'-4" (LOW POINT) _ OCEAN PATIO VARIES 32'-6" 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. 23'-2" (30.94)22'-_ I ---1 - - B-7 V B/ PORCH BEAM 16" X 16" CMU COL BLOCK W/ 5/8" STUCCO, PAINTED. 1 V--2" (LOW POINT) _ REAR PORCH VARIES ARCH BEAM 16" X 16" CMU COL. BLOCK W/ 5/8" STUCCO, PAINTED. 0'6" LOW POINT T/:Wl VARIES 1'-9" (6.00) 4 GRADE 2X6 P.T. WD. STUDS @ 16" O.C. 5/8" CDX SHEATHING W/ WEATHER -BARRIER WRAP, PAPER -BACKED LATH. 2X6 P.T. WD. BOT. PLATE 1 1/4�LOPE N 8" HOLLOW CORE PANEL W/ 3" CONC. TOPPING. SEE SHOP DRAWINGS & ENGINEERING FOR LAYOUT AND DETAILS. STD. 8" MASONRY WALL W/ DUR-O-WALL HORIZ. REINF. EVERY OTHER COURSE, 8" HOLLOW CORE PANEL 5-10 3" CONC. TOPPING. SEE SHOP DRAWINGS & ENGINEERING 1" O.A.LOPE [FOR LAYOUT AND DETAILS. <J'"v_ :0 00 00.00000 00000'000000Cl �00000 Q� 9-_4" B/TIE BEAM 18 5-10 1" O.A. SLOPE 1'-10" _ T/ GRADE BEAM BREAKAWAY WALL SEE SEE DETAIL 18/S-10. 1 STRUCTURAL BUILDING SECTION - LOOKING SOUTH S-8 4 PRE-ENGINEERED WOOD TRUSSES @ 24" O.C. SEE TRUSS ENGINEERING FOR LAYOUT AND DETAILS. 8" HOLLOW CORE PANEL W/ Q�33'�8 1/4" (41.45) 6 1/4" CONC. TOPPING. SEE SHOP 1_ FLOOR F.F. DRAWINGS & ENGINEERING FOR LAYOUT AND DETAILS. 23'-2" W12X50 4"X4" STL: COLUMN. W12X50 4"X4" STL. COLUMN. 11'-7" (19A) 6 2nd FLOOR F.F. 0:00000000000E`O:U:00 W 12X50 U_0" (7.77) 1st FLOOR F.F. 4"X4" STL: COLUMN. J. 2X6 P.T. WD. STUDS @ 16" O.C. W12X50 W12X50 W12X50 J W 12X50 4"X4" STL. COLUMN. 12 W12X50 4"X4" STL: COLUMN. W12XSO 4"X4" STL. COLUMN. 13 — 2X8 P.T. WD. STUDS @ 16" O.C. 8 5-10 0 (1000000 loll 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. 38'-1* WALL r (41-45) -CURB `r 32'-6" r. -2_(30.94) LOOR F.F. r 22'-3" 4 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. PRE -ENGINEE ED WOOD TRUSSES @ 2 " O.C. SEE TRUSS ENGINEERING FOR LAYOUT ND DETAILS. 12'-0" i B-5 a W B-� 9'-4" (17.1) -- B/TIE BEAM r mtem "I 16" X 16" CMU COL BLOCK W/ 5/8" STUCCO, PAINTED. \ P r / V 10" REFER TO FOUNDATION DRAWINGS T T/GRADE BEAM (SHEETS S-1, S-2, S-3) BY CSM ENGINEERING, BEA M `r FOR FOUNDATION, GRADE BEAM, SLAB & T/ G DE BEA AUGER PILE REQUIREMENTS & DETAILS. ELEVATIONS SHOWN RLL EFEREN CED TO NAVD-88. SCALE: 3/8" = 1'-0" , �4-6'-5-5" (54.18) oF PEAK 3/4" CDX PLYWOOD SHEATHING. HURRICANE ANCHORS PER 12 ROOF FRAMING PLAN. 43'-10" (51.60)— _ _ _ — _ — _ 2X6 P.T_WD_DBL_TOP PLATE - _ _ - _ MEAN ROOF HEIGHT 41'WALL 81/4"(49.45)—_—_—_—_—_—_ _—__ �/ 12" X 12" CMU COL. BLOCK W/ 5/8" STUCCO, PAINTED. 3314" (LOW POINT) _ — _( T/ OCEAN PATIO VARIES �� �2�2'-9" (LOW POINT) MASTER PORCH VARIES22' 1" 191--10" _ _ B-% Y B/ PORCH BEAM 16" X 16" CMU COL. BLOCK W15/8" STUCCO, PAINTED. 11'-2" (LOW POINT) REAR PORCH VARIES qy_4"(17.1) -- B-3 / PORCH BEAM 16" X 16" CMU COL. BLOCK W/ 5/8" STUCCO, PAINTED. 2X6 P,T. WD. STUDS @ 16" O.C. 1" O� A SLOPE v� 1 12 5 38'-1" Y 2X8 P.T. WD. STUDS @ 16" O.C. T/ SCREEN WALL PRE-ENGINEERED WOOD TRUSSES @ 24" O.C. SEE TRUSS ENGINEERING FOR LAYOUT AND DETAILS. 33'-8 1/4" (41.45 EEN T/ SCR ALL CURB 321 " � �6 T/ WALL `r 31' 2"� B/ LINTEL f 2X8 P.T. WD. DBL. T P PLATE —2X8 P.T. WD. STUDS 16" O.C. 15/8" CDX SHEATHING W/ WEATHER -BARRIER WRAP, PAPER -BACKED LA . 2X8 P.T. WD.IBOT. P ATE B-14 3r I FLOOR F�F. 20'-11" B/ BEAM 2X8 P.T. WD. DBL. T P PLATE 2X8 P.T. WD. STUDS 16" O.C. 5/8" CDX SHEATHIN 3 W/ WEATHER -BARRIER NRAP, PAPER -BACKED LAT C 2X8 P.T. WD., BOT. PLATE —1 1'-7" (19�.4) 2n FLOOR F.F. �--- —10� B-12/_ 9'-4" (17.1) /TIE BEAM r GARAGE _ -1IN� rR—AD FOTj BEAM r STRUCTURAL BUILDING SECTION - LOOKING SOUTH 1/2" O.A. SLOPE J ^ a a Z) a n d U ------ w 2 vi ° / N / SEE FOOTING SCHEDULE FOR ------ SIZES & REINFORCEMENT. SEE SCHEDULE -� VAPOR BARRIER, TYP. 1 OVERHEAD DOOR RECESS - SECTION S-10 SCALE: 314" = 0' 1" 4" DOORWIDTH 0'-0.. 0'-0" y SHADED AREA DESIGNATES i DOOR RECESS - 1" STEP & 1/2" O.A. SLOPE = 1 1/2" TOTAL ,,✓III �i. '"s�il� -0'-11/2„ S" METAL WALL ELEVATIONS SHOWN BASED ON THE ADJACENT FINISH FLOOR ELEV. = 0'-0" BUILDING LINE SEE PLAN FOR ACTUAL ELEVATIONS. OVERHEAD DOOR RECESS - PLAN S-10 SCALE: 314" = Y-0" 48 X OAR 0 (GRADE 60) 48(#6) = T-0" REINFORCEMENT �II'91t'll� OL, NDATION PLAN FOR LOCATIONS _illnn_ e ell._IIII� BOND T-81 UNIT i�ann_ I1'331111 eL'• SECTION NOTE:• • _I1,31111� OF 1-112" CONCRETE COVER. �Iflllll� 112" CLEARANCE ALLOWS USE OF • GROUTAGGREGATE 1 ® • s SPLICE DETAIL S-10 j SCALE. • 314" = 1'-O" VOTE: FIE ALL REINFORCEMENT DVERLAPS TOGETHER. SEE �PLANNSS �. SEE SCHEDULE r )RE -CAST CONCRETE LINTEL PER AST CRETE, INC. SEE SCHEDULE :OR SIZE & REINF. PROVIDE :NGINEERING AND SUBMITTALS. #6 VERT. IN FILLED �I I CELL EACH JAMB M.O. SEE SCHEDULE SEE PLANS b I SEE SCHEDULE POURED CONCRETE SILL, TYP. MIN. 4' H. X 8" W. X M.O. WIDTH, 3000 PSI CONCRETE PUMP MIX W/ ONE (1) #5 HORIZ. 4 WINDOW OPENING REINFORCEMENT S-10 N.T.S. 6" OR 8" 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-10 I N.T.S. 6" OR 8" HOLLOW CORE PANEL - FLOOR SYSTEM W/ CONC. TOPPING PROVIDE SHOP DRAWINGS AND ENGINEERING. #4 BAR (6" X 24") -� CAST IN TOPPING @ 48" O.C. 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 / ✓ 1/4 6 HOLLOW CORE SLAB @ STEEL BEAM DETAIL S-10 j 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. o (2) #5 CONT. TYPICAL AROUND - o PERIMETER. #4 BAR (6" X 18") DOUBLE BOND BEAM OR GROUTED IN CORE POURED CONC. TIE BEAM. (1) PER PANEL. SEE STRUCT. WALL SECTIONS. 1!9--STD. 8" MASONRY WALL W/ DUR-O-WALL HORIZ. REINF. EVERY OTHER COURSE. 7 HOLLOW CORE SLAB @ MASONRY WALL ` r S-10 / N.T.S. 6" OR 8" HOLLOW CORE PANEL FLOOR SYSTEM W/ CONC. TOPPING. PROVIDE SHOP DRAWINGS AND ENGINEERING. #6 DOWELS @ EACH FILLED CELL PER FOUNDATION PLAN. STD. 8" MASONRY WALL W/ DUR-O-WALL HORIZ. REINF. EVERY OTHER COURSE. PORT.TYPICALAROUND ERIME #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 STD. 8"MASONRY WALL W/ DUR-O-WALL HORIZ.� REINF. EVERY OTHER COURSE. 6" BALCONY HOLLOW CORE PANEL FLOOR SYSTEM W/ CONC. TOPPING. PROVIDE SHOP DRAWINGS AND ENGINEERING. N. T. S. #6 DOWELS @ EACH FILLED CELL PER FOUNDATION PLAN. 8" HOLLOW CORE PANEL FLOOR SYSTEM W/ CONC. TOPPING. PROVIDE SHOP DRAWINGS AND ENGINEERING. 1 " ' 1-#4 BAR (6" X 24") N #4 BAR (6" X 18") GROUTED IN CORE b lelCAST IN TOPPING '. @ 48" O.C. (1) PER PANEL. POURED CONC. STEPPED (2) #5 CONT. TYP. TIE BEAM 'TB-lA OR TB-2A' STD.8' MASONRY WALL W/ DUR-O-WALL HORIZ. REINF. EVERY OTHER COURSE. 9 HOLLOW CORE SLAB @ BALCONY STEP DOWN 5-10 N.T.S. 8" HOLLOW CORE PANEL FLOOR SYSTEM CONE. TOPPING . 2X8 P.T. WOOD STUD WALL. SHOP DRAWINGS PROVIDE S SEE ARCHITECTURAL DWG'S. AND ENGINEERING. FOR COMPLETE DETAILS. 2X8 P.T. SHOE W/ 1/2"0 X 6" L. EXPAN. ANCHORS @ 32" O.C. P o W/ 3" SO. X 1/4" WASHERS. 0. O' 0 0'O 'B-14'. POURED CONC. BEAM #4 BAR (6" X 36") CAST IN TOPPING POURED CONE. BEAM 'B-12'. @ 48" O.C. I ) SAME AS BEAM 'B-14' BUT #5 L-BAR (12" X 24") 1.. 1,' 101. W/ 8"W: X 3"D. STEP-DOWN. @ 24' O.C. o.Jl. 0 / POURED CONC. TIE BEAM '13-11'. #5 L-BAR (9" X 16") @ 24" O.C. 4" 8" #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 S-10 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. - < 4 REINF. EVERY OTHER COURSE. O 0 O,O O N 4^ X 6" FLOOR TOPPING EDGE BUILD -OUT. SEE 2nd FLOOR .0 STRUCTURAL PLAN FOR LOCATION. o - o ' (2)#5CONT. TYPICAL AROUND #4 BAR (6" X 24") ' PERIMETER. CAST IN TOPPING @ 48" O.C. L J/; POURED CONC. TIE BEAM 'B-11'. 4" #6 DOWELS @ EACH FILLED STD: 8" MASONRY WALL CELL PER FOUNDATION PLAN. Wj DUR-O-WALL HORIZ. REINF. EVERY OTHER COURSE. „ TIE BEAM & FLOOR TOPPING EDGE DETAIL 5-10 N.T.S. 8" X 10" X 3/4" TH. TOP PLATE W/ (4) 3/4"0 BOLTS A325. (4) 7/8"0 HOLES W/ MIN. 4" X 41' 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.) / TR4- (2) #S CONT. TYPICAL I HOLLOW CORE FLOOR-j SYSTEM. � W12XSO 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. 8" (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 COLUMN TO COLUMN CONNECTION DETAIL -10 N.T.S. 10" X 10" X 3/4" TH. BASE PLATE W/ (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. 16" X 16" X 21" D. RECESS (4) 3/4"0 CHEM. ANCHORS FILLX 16" X PSI GROUT MIX, DRILL a� EPDXY SET, QMIN. 6" EMBEDMENT. a a 1 -411 , SEE DETAIL 9/F-2 & FOUNDATION DRAWINGS FOR FOOTING & SLAB SIZES & REINFORCEMENT DETAILS. 3 RECESSED COLUMN BASE DETAIL S-10 N.T.S. (4) 3/4"0 CHEM. ANCHORS, o - DBL. L4X4 X 3/8"TH. X 9" L. DRILL & EPDXY SET, ANGLES (1) EA. SIDE OF BEAM. MIN. 6" EMBEDMENT- a a -(3) 3/4"0 BOLTS A325. (2) PER ANGLE/SIDE OF BEAM, DOUBLE BOND BEAM OR POURED CONC. TIE BEAM. -W12X50 STEEL BEAM, F 50 KSI y = SEE STRUCT. WALL SECTIONS. (8.1" W. X 12.2" D.) 14 STEEL BEAM TO WALL CONNECTION DETAIL S-10 N.T.S. (4) 3/4"0 BOLTS A325. DBL. L4X4 X 3/8"TH. X 9" L. (2) PER ANGLE/SIDE OF BEAM. ® ANGLES (1) EA. SIDE OF BEAM. (3) 3/4"0 BOLTS A325. W12XSO STEEL BEAM, Fy = 50 KSI o - W12X50 STEEL BEAM, Fy = 50 KSI (8 -1 • W. X 12.2" D.) (8.1" W. X 12.2" D.) ,5 STEEL BEAM TO STEEL BEAM CONNECTION DETAIL S-10 N.T.S. SEE BEAM SCHEDULE FOR REINFORCING. 41 BEAM BEAM = L/4 27" (FOR # 5 BARS) i 32" (FOR # 6 BARS) I II 27" I FOR # 5 BARS I 8 L = LLINO I:rl OF SPAN :�1 LDEEPER BEAM POUR, EXTEND (1) FULL�- BLOCK COURSE INTO 1- ; ;'1 ADJACENT WALL t'. -MASONRY OPENING I ! MASONRY WALL OR MASONRY WALL f J PER PLANS. 7 (Gf I• -1 GROUTED CELL OR -) COLUMN WITH REBAR ,6 TYPICAL BEAM DEPTH CHANGE DETAIL S-10 N. T S. CHANGES IN LEVEL OF THE NOTE: CONTINUITY SHALL BE BEAMS SHALL BE MADE AT PROVIDED AT CORNERS COLUMNS BY BENDING 2 BARS FROM EACH DIRECTION AROUND THE CORNER 18" OR BY ADDING (2) #5 SENT BARS WHICH EXTEND 18" EACH WAY FROM THECORNER 8' X 12" STUB COLUMN W/ (4) #5 VERT. AND #3 TIES AT 12" O.C. 5 SEE BEAM SCHEDULE FOR REINFORCING. � it-H- m > _ FILLED CELL W/ (1) #5 VERT. U N.C. ,7 TYPICAL STEPPED TIE BEAM DETAIL S-10 N.T.S. ' SEE PLAN © 0 9 1 1 8 ;1 * z a (I l .J 5 o d 0 z a r LL O Fi 2E 1 Ca 0 w LL REFER TO M.O. SCHEDULE f �-=a F SEE LAI I© - _ J NOTES: BREAKAWAY WALL W/OPEN ING \VV/ TYPICAL BREAKAWAY WALL 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. 101STA9 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 T 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. 1B BREAKAWAY WALL ELEVATIONIDETAIL �6111 REVISI No: AI AI O Lu LLI z ww _Q cc Ln O cc CL 0 _2 d D,awn j Date. <� Sheet F 4A ' N.T.S. '