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HomeMy WebLinkAboutREVISIONOFFICE USE I7NLY: DATE FILEDI _ REVISIONFEE: LOCATION/SITE ADDRESS: SCANNED St Luce 0000, PERMIT # �% �o� ' d RECEIPT # l c'i c75 PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982.5652 (772)462.1553 APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION DETAILED DESCRIPTION OF PROJECT REVISIONS: _ CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: BUSINESS NAME: —/V— QUALIFIERS NAME: ADDRES� CITY: PHONE (DAYTIME): _� OWNER/BUILDER INFORMATION: r NAME: ADDRESS: CITY: PHONE (DAYTIME: ARCHITECT/ENGINEER UWORMA NAME: _ ADDRESS: My: PHONE(DA SLCCC: 9123109 Revised 06130117 © ' VVA ST. LUCIE CO CERT. #: FAX: STATE: TION: ZIP: _7 STATE: _�FA ZIP: ---Ivel- FAX: REVISION BASILE RESIDENCE GENERAL NOTES: THE ARCHITECT AND HIS AUTHORIZED REPRESENTATIVES AND AGENTS SHALL HAVE ACCESS TO AND BE PERMITTED TO INSPECT ALL WORK, MATERIALS AND OTHER RELEVANT DATA AND RECORDS WHEREVER THEY ARE IN PREPARATION AND PROGRESS. WHEN REQUESTED, THE CONTRACTOR SHALL FURNISH DUPLICATE COPIES OF THE AFOREMENTIONED DATA. THE GENERAL CONTRACTOR WILL MAKE EVERY EFFORT TO EXPEDITIOUSLY COORDINATE ALL PHASES OF THE WORK TO OBTAIN THE END RESULT WITHIN THE FULL PURPOSE AND INTENT OF THE DRAWINGS FOR THE PROJECT. ANY DISCREPANCIES IN THE CONSTRUCTION DOCUMENT DRAWINGS OR SPECIFICATIONS SHALL BE BROUGHT TO THE ARCHITECT'S ATTENTION PRIOR TO COMMENCEMENT OF WORK OR CONSTRUCTION, SO THAT CORRECTIVE MEASURES MAY BE TAKEN. ANY UNFORESEEN CONDITIONS IN FIELD AFFECTING THE DESIGN CONCEPT OF THE BUILDING, OR THAT ARE IN CONFLICT WITH THE DRAWINGS SHALL BE BROUGHT TO THE ARCHITECT'S ATTENTION. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE FLORIDA BUILDING CODE 2014 EDITION, AND ALL APPLICABLE NATIONAL, STATE, AND LOCAL RULES, REGULATIONS AND ORDINANCES. ALL WORK DONE UNDER THE SUPERVISION OF THE GENERAL CONTRACTOR IS TO BE DONE INANEAT AND WORKMANLIKE MANNER. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD, AND SHALL COORDINATE WORK OR CONSTRUCTION BETWEEN TRADES. DO NOT SCALE DRAWINGS. THE CONTRACTOR SHALL SUBMIT FOR APPROVAL BY THE ARCHITECT THREE (3) PRINTS OF DETAIL SHOP DRAWINGS OF ALL APPLICABLE CONSTRUCTION. SUCH DRAWINGS SHALL SHOW THE DESIGN, DIMENSIONS, CONNECTIONS AND OTHER DETAILS NECESSARY TO INSURE THAT THEY ACCURATELY INTERPRET THE DRAWINGS. THE CONTRACTOR WILL RETAIN RESPONSIBILITY FOR FURNISHING THE MATERIALS, APPARATUS, DEVICES, ETC. OF PROPER DIMENSION, SIZE, QUANTITY, AND QUALITY AS SHOWN ON THE DRAWINGS; AND THE RESPONSIBILITY FOR ANY ERRORS OF THE SHOP DRAWINGS. ALLOW TWO WEEKS FOR REVIEW TIME. ALL SHOP DRAWINGS, PRODUCT DATA, AND SAMPLES ARE SUBJECT TO REVIEW BY THE ARCHITECT, AT THE ARCHITECT'S DISCRETION. EXTERIOR WALLS TO BE 8" CONCRETE BLOCK WITH 3/4" SMOOTH STUCCO TROWELED FINISH ON EXTERIOR AND 5/8" DRYWALL ON 1 x 3 P.T. FURRING ON INTERIOR WITH R-4.2 INSULATION (UNLESS OTHERWISE NOTED), PROVIDE 3-1/2" BATT SOUND INSULATION AT ALL INTERIOR WALLS - BATHROOMS, BEDROOMS, LAUNDRY ROOMS ETC. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY TO BE PRESSURE TREATED. ALL METAL FASTENERS, NAILS, AND BOLTS TO BE HOT DIPPED GALVANIZED OR STAINLESS STEEL FOR USE WITH ACQ P.T. PRODUCTS. FLASHING, CRICKETS, DRIPS, ETC. TO BE ALUM. BY ROOFING MANUFACTURER FOR MTL. ROOFWi PROVIDE FIRE STOPPING AT ROOF, WALLS, AND CEILING AS REQUIRED. THESE PLANS AS DRAWN AND NOTED COMPLY WITH THE BUILDING ENVELOPE ENERGY REQUIREMENTS OF THE FLORIDA MODEL ENERGY CODE. CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE GOVERNING CODE IN ITS ENTIRETY AND BUILD IN ACCORDANCE WITH ALL PROVISIONS OF THIS CODE WHICH MAY NOT BE SPECIFICALLY ADDRESSED ON THE PLANS AND NOTES. PRIOR TO PLACEMENT OF ANY STUCCO OVER CONCRETE SURFACES, SUCH SURFACES SHALL BE TREATED WITH BONDING AGENT APPLIED IN FULL CONFORMANCE WITH MANUFACTURER'S RECOMMENDATIONS. CURE ALL APPLIED STUCCO WITH FOG SPRAYED WATER FOR SEVERAL DAYS AFTER APPLICATION. ALL GYPSUM WALLBOARD TO BE SCREW APPLIED AS PER THE GYPSUM CONSTRUCTION HANDBOOK, 2ND EDITION. GARAGE WALLS AND CEILINGS TO BE ONE HOUR RATED: -STUD WALLS 5/8" TYPE "X" FIRE RATED GYP. BRD. APPLIED VERTICALLY (BOTH SIDES) ON 2" X 4" WD. OR MTL. STUDS AT 16" O.C. IN ACCORDANCE WITH UL 1 HR. RATING. -CEILING 5/8" TYPE "X" FIRE RATED GYP. BIRD. ON 1 X 3 FURRING ON ROOF TRUSSES AT 16" O.C. IN ACCORDANCE WITH UL 1 HR. RATING INSTALLALL CORNER BEADS, J-MOLDS, ETC. TO MAKE A NEAT WORKMANLIKE JOB, UNLESS NOTED OTHERWISE, CERAMIC WALL. TILE SHALL BE INSTALLED OVER CEMENT BOARD WITH APPROVED MASTIC OR THINSET & GROUT. ALL GLASS DOORS AND OPERABLE AND FIXED GLASS 36" AND LESS, ABOVE FINISH FLOOR SHALL BE TEMPERED SAFETY GLASS. ALL EXPOSED PIPES SHALL HAVE ESCUTCHEON PLATES CAULKED TO FINISH WALL. HEPTACHLOR, TECHNICAL CHLORDANE, OR OTHER APPROVED CHEMICALS SHALL BE USED IN CONCENTRATIONS AS PER MANUFACTURER'S PUBLISHED INSTRUCTIONS IN COMPLIANCE WITH E.P.A. REGULATIONS. APPLY BORIC ACID TO FRAMING BEFORE INSULATION IS INSTALLED. ALL DOMESTIC HOT WATER PIPING SHALL BE INSULATED 1/2" THICK FIBERGLASS PIPE INSULATION. CONTRACTOR TO VERIFY AND COORDINATE ALL FINISH MATERIALS WITH OWNER. PROVIDE ACCESS AS PER CODE TO A/C UNITS IN TRUSS OR ATTIC SPACE. TRUSS MANUFACTURER & MECHANICAL SUB -CONTRACTOR TO COORDINATE ALL REQUIRED AC -DUCT WORK PENETRATIONS THROUGH THE ENTIRE STRUCTURE. ALL JOIST, RAFTERS, AND TRUSSES SHALL BE ANCHORED TO BEARING PARTITIONS, WALLS, AND/OR TIE BEAMS WITH APPROVED ANCHORS, DRYWALL PRODUCTS BY GOLD BOND, USG, CELOTEX, GEORGIA PACIFIC, MILCOR PRODUCTS ARE ACCEPTABLE. ALL EXTERIOR PAINT COLORS TO BE SELECTED BY ARCHITECT AND OWNER. ALL INTERIOR PAINT COLORS SELECTED BY ARCHITECT AND OWNER CONTRACTOR SHALL DELIVER TO OWNER PRIOR TO FINAL PAYMENT ALL APPLICABLE GUARANTEES, WARRANTIES AND OPERATING MANUALS. TERMITE PROTECTION TO BE PROVIDED PER FBCR SECTION 318, UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH THE RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES" ALL GYPSUM BOARD MATERIALS AND ACCESSORIES SHALL CONFORM TO ASTM C 22, C 475, C 514, C 1002, C 1047, C 1177, C 1178, C 1278, C 1396 OR C 1658 AND SHALL BE INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF SECTION R702.3. ADHESIVES FOR THE INSTALLATION OF GYPSUM BOARD SHALL CONFORM TO ASTM C 557. FLAME SPREAD AND SMOKE DEVELOPED INDEX FOR INSULATION SHALL BE IN ACCORDANCE WITH SECTIONS R302.10.1 THROUGH R302.10.5. INSULATION MATERIALS, INCLUDING FACINGS, SUCH AS VAPOR RETARDERS AND VAPOR -PERMEABLE MEMBRANES INSTALLED WITHIN FLOOR/CEILING ASSEMBLIES, ROOF/CEILING ASSEMBLIES, WALL ASSEMBLIES, CRAWL SPACES AND ATTICS SHALL HAVE A FLAME SPREAD INDEX NOT TO EXCEED 25 WITH AN ACCOMPANYING SMOKE - DEVELOPED INDEX NOT TO EXCEED 450 WHEN TESTED IN ACCORDANCE WITH ASTM E 84 OR UL 723. WALLAND CEILING FINISHES SHALL HAVE AFLAME SPREAD INDEX OF NOT GREATER THAN 200 EXCLUDING TRIM DEFINED AS PICTURE MOLDS, CHAIR RAILS, BASEBOARDS AND HANDRAILS; DOORS AND WINDOWS OR THEIR FRAMES; OR MATERIALS THAT ARE LESS THAN 1/28 INCH (0.91 MM) IN THICKNESS CEMENTED TO THE SURFACE OF WALLS OR CEILINGS IF THESE MATERIALS EXHIBIT FLAME SPREAD INDEX VALUES NO GREATER THAN THOSE OF PAPER OF THIS THICKNESS CEMENTED TO A NONCOMBUSTIBLE BACKING. WALL AND CEILING FINISHES SHALL HAVE A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450. CODE: OCCUPANCY: R3 TYPE: VB CONSTRUCTION ALL ELEVATION ARE NAVD. AND FOR CONVENIENCE ONLY. THE GENERAL CONTRACTOR IS REQUIRED TO VERIFYALLACTUAL ELEVATIONS THROUGH SURVEY OR SIMILAR MEANS. PROPERTY IS LOCATED IN FLOOD ZONE VE-14 AND XAND PER FLOOD INSURANCE RATE MAP 120111CO087 J, DATED DECEMBER 16TH, 2012. SITE CALCULATIONS u Gtii-11114] I � [�3K�1Y��F_Ts7� LOTAREA: 100% 85,389 SF MAX COVERAGE: 30% 25,616 SF ACTUAL: 7% 5,907 SF MINIMUM OPEN SPACE: LOT AREA (DRY AREA) 100% 85,389 SF MIN. PER. 25% 21,347 SF IMPERVIOUS SURFACE 20% 17,182 SF ACTUAL OPEN SPACE 80% 68,207 SF LEGAL DESCRIPTION THAT PART OF THE SOUTH ONE HUNDRED FIFTY (150)FEET OF NORTH FOUR HUNDRED FIFTY (450) FEET OF GOVERNMENT LOT FOUR (4), LYING EAST OF STATE ROAD A-1-A, SECTION 3, TOWNSHIP 34 SOUTH, RANGE 40 EAST, ST. LUCIE COUNTY FLORIDA. AND SUBJECT TO EASEMENTS AS RECORDED IN OFFICIAL RECORD BOOK 3136, PAGES 110-150 OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. SAID PARCEL CONTAINING 1.96 ACRES MORE OR LESS. A/C SQUARE FOOTAGE TOTAL A/C GROUND FLOOR 4,755 A/C SECOND FLOOR 2,520 A/C THIRD FLOOR 304 7,579 sq ft SF NON A/C UNDER ROOF TOTAL BALCONIES 325 GARAGE 1,152 1,477 sq ft SF TOTALS TOTAL A/C 7,579 NON A/C 1,477 9,056 sq ft CUBIC FEET CONDITIONED SPACE TOTAL CONDITIONED SPACE (INCLUDING ATTIC SPACE BELOW SPRAY 127,347.83 CU FT INSULATION) TABLE R301.2(1) - CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA GROUND SNOW LOAD WIND DESIGN SEISMIC DESIGN CATEGORY SUBJECT TO DAMAGE FROM WINTER DESIGN TEMP ICE BARRIER UNDERLAYMENT REQUIRED FLOOD HAZARDS - AIR FREEZING INDEX MEAN ANNUAL TEMP SPEED (mph) TOPOGRAPHIC EFFECTS WEATHERING FROST LINE I DEPTH TERMITE N/A 150 N/A N/A NEGLIGIBLE N/A VERY HEAVY 41. N/A VE-14 N/A N/A INDEX A100 COVER, GENERAL INFORMATION, AND SITE PLAN CIVIL C1 SITE PLAN C2 CROSS SECTIONS C3 LIGHTING PLAN C4 LANDSCAPE PLAN C5 TEMPORARY EXCAVATION & FILL PLAN WEST ELEVATION ARCHITECTURAL -vvwYwv�,rv�,-vwv�-�.-v-��-wwti-v�rv-v-v�^r,:--✓� A101 SITE PLAN & SITE SECTION A102 SITE PLAN & SITE tLEVATION 4103 SITE PLAN -,r-�rY��rww,�-•iv,rv�v,��vwv-w_��,-.war-r,--. A104 SITE PLAN A201 GROUND FLOOR PLAN A202 SECOND FLOOR PLAN A203 GARAGE FLOOR PLAN & ROOF PLAN A204 ROOF PLAN - v v v YV V VVYYVV VYYYVYN'YYV YYYY�f'YYVYWYI'Vl'VY` A301 EXTERIOR ELEVATIONS A302 EXTERIOR ELEVATIONS A303 HIDDEN ELEVATIONS A304 HIDDEN ELEVATIONS !vv-✓vvvvti^rrvwwwvti^r-.�v'rv`rvwv A305 BUILDING SECTIONS A306 BUILDING SECTIONS A401 WALL SECTIONS A402 WALL SECTIONS A403 WALL SECTIONS A404 WALL SECTIONS A405 WALL SECTIONS A406 WALL SECTIONS A407 WALL SECTIONS A408 WALL SECTIONS , A409 WALL SECTIONS v-v-�wvvti�vrtiwvwvti�Vwvwww A410 WALL SECTIONS Jvl�hJ.J�I.J�J.nJ�nhJ�J�J.. �l�J�n A500 DOOR SCHEDULE A501 WINDOW SCHEDULE A502 COLUMN & DOOR DETAILS A503 COLUMN & DOOR DETAILS A504 COLUMN & DOOR DETAILS A505 COLUMN & DOOR DETAILS A506 DOOR/WINDOW & CLAD DETAILS A507 WINDOW DETAILS A508 WINDOW DETAILS A509 COLUMN & OUTRIGGER DETAILS A510 RAILING DETAILS A511 STAIR & RAILING DETAILS A512 STAIR, RAILING & INTERIOR WALL DETAIL STRUCTURAL S1.0 STRUCTURAL SPECIFICATIONS S1.1 COMPONENT AND CLADDING DESIGN WIND PRESSURES 'wvv,rYwv���'wYv, S1.2 SCHEDULE S1.3 SCHEDULE S2.1 PILE LAYOUT S2.2 PILE LAYOUT S2.3 GRADE BEAM PLAN S2.4 GRADE BEAM PLAN vwwv�.-vvv��Yv��,�rvti S2.5 FIRST FLOOR PLAN S2.6 FIRST FLOOR PLAN �vv-wv�rw-w�vvvti^n�v W vti'w'w�rvwv^,Fv S2.7 SECOND FLOOR FRAMING PLAN ✓�I�J�MJ�v�i..J��'��J�MJJ�M,v�vJ�MtiJ�. S2.8 SECOND FLOOR FRAMING PLAN Wl'WYYY�'Y-YWVWYYWY'YVYYVVyI�WYY S2.9 SECOND FLOOR PLAN S2.10 ROOF FRAMING PLAN S2.11 OBSERVATION DECK S2.12 HIGH ROOF FRAMING PLAN �Y`rY'l^N'Vv�l`"l^FWWYY'vWy S3.1 CROSS SECTIONS S3.2 CROSS SECTIONS S3.3 CROSS SECTIONS S3.4 CROSS SECTIONS S3.5 CROSS SECTIONS S3.6 CROSS SECTIONS $3.7 TYPICAL DETAILS S3.8 TYPICAL DETAILS S4.1 TYPICAL WALL SECTIONS S5.1 SITE WALL PLAN S5.2 SITE WALL SECTIONS S6.1 POLL SECTIONS MECHANICAL M1 GROUND FLOOR MECHANICAL PLAN M2 SECOND FLOOR MECHANICAL PLAN M3 GROUND FLOOR MECHANICAL PLAN ELECTRICAL E1 GROUND FLOOR ELECTRICAL PLAN E2 SECOND FLOOR ELECTRICAL PLAN E3 GROUND FLOOR ELECTRICAL PLAN E4 ELECTRICAL ONE -LINES & NOTES E5 ELECTRICAL PANEL SCHEDULES E6 ELECTRICAL DEVICE SCHEDULES & DETAILS PLUMBING P1 PLUMBING SITE PLAN P2 GROUND FLOOR PLUMBING P3 SECOND FLOOR PLUMBING PLAN P4 PLUMBING RISER AND FIXTURE SCHEDULE CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD SCANNr� my St LUCip ('nerdy THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALI. APPLICABLE CODES. 130, R VEE ICI Ep.__ SEP 0 6 2018 ST. Lucie HOGS ARCHITECTURE 6220 N. HIGHWAY A1A VERO BEACH, FL 32963 PHONE: 772-494-6785 M 2MO2522 I�II'I�1 om U(J001 11 v3 ,- 0) LJJ U Q M Z LLJ Q J 0 >= U_ CO LLJ IL = ry W . _LJ Z 0- LU Co Q C 0 0 i N N w Woo 0 00 w U) CO U) W W Z = = O W W W W x a a a HOOS ARCHITECTURE 6220 N. 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WATER DEPTH 7 TREADS @ 12" LINE OF CANTILEVERED / — — — — — SUNSCREENABOVE / l i I r SHOWER HI$ sEness SHOWER N MASTER BEDROOM �� I // � V v Al ' / 2,-2" i A\n r / HANDSHOWER \ &CONTROLS \ A8082 / \ LINEAR DRAIN V / / o HIS BATH DOUBLESTUD \ / SwK �' 2 ACOUSTIC WALL-\ � X./ SEE ILS FOR A9os DETAILS / 4 37 / A /. HIS W/C / \ b W/o m / ' m WIC / / Q HER W/O ' E-8" 1 3'-6." CLR m 39 38 / b. LINEAR DRAIN HANDSHOWER 1 - M / HER BATH / f s m, SHOWER I I RECESS SLAB 55 M r HER SHOWER, I.-. Y / BENCH q {{\ (p 5' ° CUR 40 HER R / SHOWER CLOSET 33 / / CONTROL ' 1 403 VANITY H.B. -f HI N 5'-2" STEEL COLUMN FULL HEIGHT - SEE STRUCTUTAL 2 SHEETS2.5 FOR LOCATION A403 Io co 12 1 12 A914 O DEN 31 DATA LL�U. 29 3 PANEL "'PANEt COP COORDINATE '2 X4B/ iv W CLOS EXACT 3 MECH., N AsoS WINDOW �CCESS LOCATION W/ 2 / \ LAUNDRY LAUNDRY ° INTERIOR I-O y LAYOUT El STOI DESK � K CLCLOS MATCHLINE _ 1 f' Et Asoe.. O O / o io N ELEC. 5'-3" i 12'-10" POOL PANEL 12'-10" POOL f HEATER 10'-10" r V-8" ENTRY 02 r - _ _ _ _ _ 11�� _ POOL - DOOR & WINDOW ALIpN EQUIP. s EQUALLY @ CORNER I, A9sT H.B. I T 11 SINK BUILT INS BUILT INS A5o6 !CENTRAL VACUUM DOOR TO HAVE ------- RFI F CI ORING 35 IIIIII HIS CLOSET 11 5 fz- - 34 A8,4 T IATTtC I P,G`CES�I 8 v 4'-10" WATER DEPTH POOL LINE OF 4'-0" HIGHT FENCE LANDSCAPE STAIR: 7 RISERS @ 6.85" EA. 6 TREADS @ 12" rrrtlUl]lER ooI _ WATER DEPTH ( J H.B. � � I A � NSTER yj 4 !% i 2ZZ I �, TALL � A304 I I GRILL TERRACE 3 A304 A401 I L GRILL N N 2 - - A406 SUN SHELF POOL STEPS —'- - - - - - - - - - - - - - - - LINE OF CANTILEVERED SUNSCREENABOVE 10'-0" 32'-0" p-q• -- R D K D ---- - ----------------- 3'-10" \ O 0 K O o3 POOL —AsOa. H.B. 02 WALL TERRACE 04 __ 8" REVEAL O32 COMB -IS EAM T 1� WRM DRDW RECYCLE ------ ` ------.------------AS0" CUR 1 ` GREAT ROOM I 1 3 T A409 o 3 , 2 - KITCHEN v A603 o A903 1 A409 A103 2 v 1 ACTIVI 48" 11 Irli MW REF. 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STAIR: 3 RISERS @ 6.00" EA 2 TREADS @ 12" W/ c�, 1" NOSING 3 2 A304 A401 A304 I j I I I 4 A304 LANDSCAPE A3o3 LANDSCAPE a304 I I 13 1 LANDSCAPE a — `C r r // I r I / I / / I / I / , l I r o � m I // / r / / / I / 24'-0,. !/ I / LANDSCAPE o / I / r / � / I b r i-0" TYR COLUMN DIMENSION A502 6 -° / / . 6-0" H/GHT / WALL 10 2 / I A410 / I MICRO I H.B. IIDRAWE / / I I 'STAIR: o 21 RISERS @ 7.43" EA. WET BAR d q 19 TREADS @ 10"" E . / 1 6 / NOSING EA. / 1 / RAILING 36"ABOVE I ,7 Aess � / � TREAD f E` 5 I I REF 1 REFI F SINK 4 A305 f IDRAwER - - LINE OF STAIR --2-- ABOVE q;W / LINEAR DRAIN HANDSHOWER &CONTROLS 1 I ' I A410 l 4 + 4 T W/C RECESS ' m 1SLAB I o 1 T � Asos 3 56 B H 01 GAS se 41 - SHO ER WATER / HEATER VEST 01 ATH 01 S' INK BENCH , ❑ _ / MA CHLINE A502 O HOOS ARCHITECTURE 6220 N. HIGHWAY A1A VERO BEACH, FIL32963 PHONE: 772-494-6785 AA 26002522 © FOOS ARCHITECTURE, INC UQ� Z cle) W Q u W W Of _ 12 W J Z _W W o m (0 O OI O W On U (1) UJI w p Fcc-,Ic Icc- U) C C G W W W W / / r NOTES f / 1. DIMENSIONS TO FACE OF CONCRETE AT CONCRETE WALLS TO FACE OF BLOCK AT CMU WALLS AND FACE OF DRYWALL AT METAL STUD INTERIOR WALLS UNLESS NOTED OTHERWISE. DATE: 12-21-2017 1 f TYPICAL INTERIOR METAL STUD WALL 20 GA STUDS UNLESS NOTED OTHERWISE. '•'J 2. ALL FINISH FLOOR MATERIALS (TILE, WOOD I + 2 / A6 FLOOR, ETC.) TO BEAT THE SAME FINISH ELEVATION. ADD PLYWOOD AND/OR CEMENT BACKER BOARD AS !; / + REQUIRED. / / / 3. WALLS WITH POCKET DOORS TO BE 6". ' 1702 / // Z 4. SLOPE EXTERIOR PAVING, TERR &STEPS 1/8" PER FT. AS INI:DICATE / 41�+ 4 Q S UMBER u / / s/� r / a Q GROUND FL A201 `�q C(jpy / SCALE:3/16 = 2 A406 4 Yf MATCHLINE DIMENSIONS REFER TO CONCRETE STRUCTURE OF STAIR. SEE SECTIOMM1011 NOTES OBSERVATION DECK SCALE: 3/16" = V-0" 1. DIMENSIONS TO FACE OF CONCRETE AT CONCRETE WALLS TO FACE OF BLOCK AT CMU WALLS AND FACE OF DRYWALLAT METAL STUD INTERIOR WALLS UNLESS NOTED OTHERWISE. TYPICAL INTERIOR METAL STUD WALL 20 GA STUDS UNLESS NOTED OTHERWISE. 2. ALL FINISH FLOOR MATERIALS (TILE, WOOD FLOOR, ETC.) TO BE AT THE SAME FINISH ELEVATION. ADD PLYWOOD AND/OR CEMENT BACKER BOARD AS REQUIRED. 3. WALLS WITH POCKET DOORS TO BE 6". 4. SLOPE EXTERIOR PAVING, TE Wl & STEPS 1/6" PER FT. AS INIDICA SECOND SCALE: HOOS ARCHITECTURE 6220 N. HIGHWAY A1A VERO BEACH, FL32963 PHONE: 772-494-6785 AA 21=522 UQ� WQ� cy) ❑ U) L_ �_� Lu w J Z n Qoo r m � O II LL ..I � r- m 0 m �lalolo zE DATE: 12-21-2017 1 1702 NUMBER '_02 1'-0" File C- OAY MITER HIPS AND RIDGES (TYP) WHITE CEMENT TILES ON 90# HOT MOP OVER 30# FELT, TIN TAGGED ON 5/8" EXT. GRADE PLYWOOD AND PREFABBRICATED TRUSSES +16'-5" MIDPOINT OF ROOF @ GARAGE +12'-0" T.O. WALL @ GARAGE ALUM. GARAGE DOOR IMPACT RATED (TYP) SMOOTH STEEL TROWELED STUCCO FINISH STUCCO CAP T.O. WALL (MIN 36"A.F.F) T.O. STRUCT. SLAB @ GARAGE ALUM.SUNSCREEN W/ 3"x8" BEAM AND 2"x3" RAFTER 12 7r - 3� MITER HIPS AND RIDGES (TYP) WHITE CEMENT TILES ON 90# HOT MOP OVER 30# FELT, TIN TAGGED ON 5/8" EXT. GRADE PLYWOOD AND PREFABBRICATED TRUSSES T.O. WALL ALUM. HANDRAIL TYP (MIN 36" A.F.F) + 42'-0" TOP OF ROOF 12 -17 +38'-6" MEAN HEIGHT OF THE HIGHEST ROOF AZEK Q L1L1 L1�L - FIXED - 12 12 127 STONE 7 ZITI �7 7� AZEK CLADDING T ;I FULL HEIGHT L _ - - + O. WALL — qI I FIXED 12 AZEK OC OU O O _ AZEK 7 ALUM. SUNSCREEN FIXED FIXED FIXED FIXED FIXED W/ 6"x6" FRAME , AND 3"x8" BEAM 13 0 _ ALIGN ABOVE T.O. ..___CONCRETE CANTILEVERED - --- -- - SLAB SUNSCREEN AZEK AZEK i i o- - I M.. B B O O FIXED FIXED LE Ll O STUCCO CAP FIXED _ FIXED II FIXED FIXED FIXED STUCCO CAP +0'_0„ L L L L L .O. STRUCT. SLAB STUCCO CAP 12 12 7� �7 AZEK ru 7FIXED - III III FIXED 12 12 7� 17 i � I ALUM. WINDOW ALUM.SUNSCREEN IMPACT RATED (TYP) - W/ 6x6" FRAME, 3"x8" BEAM ABOVE J1 J1 FF 12 12 AND 2"x3"RAFTER ALUM. WRAPPED 7 I— 7 12 FIXED CORNER COLUMN 7 O ❑(TYP) FIXED FIXED FIXED �O �I� I III T.O. CONCRETE SLAB I N 4 ALUM. WINDOW Y1 RATED O IMPACT R\ E1 E1 O (TYP) O O FIXED FIXED FIXED FIXED L -- OSMOOTH STEEL O A TROWELED FIXED STUCCO FINISH FIXED FIXED t0'-0" ——— — ----------------------- T.O. STRUCT SLAB E-E: ---- OL -1'-3 1/2" _ T.O. STRUCT. SLAB @ POOL EQUIP. STUCCO CAP +6'-0" T.O. WAL -STUCCO NORTH ELEVATION SCALE: 3/16" = V-0" I O FIXED O FIXED MITER HIPS AND RIDGES (TYP) WHITE CEMENT TILES ON 90# HOT MOP OVER 30# FELT, TIN TAGGED ON 5/8" EXT GRADE PLYWOODAND PREFABBRICATED TRUSSES +28'-8" MIDPOINT OF ROOF +23 0' T.O. WALL ALUM. WINDOW IMPACT RATED (TYP) ALUM. WRAPPED CORNER COLUMN (TYP) SMOOTH STEEL TROWELED STUCCO FINISH 1 Y T.O. CONCRETE SLAB SMOOTH STEEL - TROWELED STUCCO FINISH -0'-0" T.O. STRUCT. SLAB WEST ELEVATION SCALE: 3/16" = V-0" MITER HIPS AND RIDGES (TYP) WHITE CEMENT TILES ON 90# HOT MOP OVER 30# FELT, TIN TAGGED ON 5/8" EXT. GRADE PLYWOOD AND PREFABBRICATED TRUSSES OIL +16'-5" _ MIDPOINT OF ROOF @ GARAGE it +12'-0" ALL STUCCO CAP +6'-0" 5 T.O. WALL SMOOTH STEEL TROWELED STUCCO FINISH - fp,_0„ T.O. STRUCT. SLAfl NORTH ELEVATION SCALE: " = 0" HOOS ARCHITECTURE 6220 N. HIGHWAY A1A VERO BEACH, FL 32963 PHONE: 772-494-6785 M 26002522 O HOOS ARCHITECTURE, INC W 7. ==�//� Z 0- vJ ® N� Ld_ co � (Q OLL W Q Q W d r o N P N N W 0 N ` O m 0 N 04 04 N O Z Z 00 W (f) U) U) LU LU a i= H > Q' W W W W Q� o. n- (L D A71: 12-21-2017 1702 SHEET NUMBER A301 MITER HIPS AND RIDGES (TYP) WHITE CEMENT TILES ON 90# HOT MOP OVER 30#FELT, TIN. TAGGED ON 5/8" EXT. GRADE PLYWOOD AND PREFABBRICATED TRUSSES +28'-8" MIDPOINT OF ROOF +23'1 T.O. WALL SMOOTH STEEL TROWELED STUCCO FINISH STUCCO COLUMN (TYP) ALUM. HANDRAIL TYP (MIN 36" A.F.F) +13'-0" T.O. CONCRETE SLAB ALUM. DOOR IMPACT RATED (TYP) ALUM. HANDRAIL TYP (MIN 36" A.F.F) t0'-0" T.O. STRUCdSLAB 12 7j- 712 12 7 SOUTH ELEVATION SCALE: 3/16" = V-0" IXED CZY.1Q�➢� TOP OF ROOF J 12 'Amr.010101 MEAN HEIGHT OF I--mmmIIIIIIIIMM ---------�.o. I---�p®�--pml THE HIGHEST --------m------ate ROOF p-------------pml AZEK OL L1 \\L1 L1 O �' FIXED FIXED STONE 12 12 � 12 71 7 I- — 7 AZEK CLADDING rt FULL HEIGHT �a +23'-0„ II.I - - O FIXED I I O O O FIXED FIXED FIXED O FIXED[LL SUNSCREEN SMOOTH STEEL TROWELED STUCCO FINISH +19--5" MID POINT OF O FIXED 1, 7F- 7 - 1 FIXED FIXED I T1 FIXED IL LT T Z FIXED FIXED I I MITER HIPS AND RIDGES (TYP) WHITE CEMENT TILES ON 90# HOT MOP OVER 30# FELT, TIN TAGGED ON 5/8" EXT. GRADE PLYWOOD AND PREFABBRICATED TRUSSES MIDPOINT OF ROOF 123 +2T-0" T.O. WALL ALUM. WINDOW IMPACT RATED (TYP) ALUM. WRAPPED CORNER COLUMN (TYP) +13'-0" T.O. CONCRETE SLAB SMOOTH STEEL TROWELED STUCCO FINISH ------------- TD.O. STRUCT. SLAB OIL EAST ELEVATION SCALE: 3/16" = 1'-0" HOOS ARCHITECTURE 6220 N. HIGHWAY A1A VERO BEACH, FL 32963 PHONE: 772-494-6785 A 26002522 0 HOGS ARCHITECTURE, INC W W J . Z n U) O m (0 0LL Co Y I II � I I IL HIDDEN WEST ELEVATION SCALE: 3/16" = 1'-0" / HOOS ARCHITECTURE 6220 N. HIGHWAY A1A VERO BEACH, FL32963 PHONE: 772-494-6785 M26OW522 UQM Lu < o� cn z ui �_� ui w �zn a or - co co � LL F� co 'o Q 0 0 0 Q N N N W 21 M o5 d' O O DATE:12-21-2017 HOOS ARCHITECTURE 6220 N. HIGHWAY A1A VERO BEACH, FL32963 PHONE: 772-494-6785 Anzeao m ® HCOS ARCHITECTURE. INC ¢ W p) QIt Z LLJ p LL uJ2Lu QL ry 2 W _w J Z n 0 H mQ0o Oo CO W Q N N w N W a o 00 N N 0 Z,z OO w'w U) z a O F H f- C/) w�www z w as a CROSS SECTION Ccil MAIN HOUSE LOO 1 ' A305 File Copy MITER HIPS AND RIDGES (TYP) WHITE CEMENT TILES ON 90# HOT MOP OVER 30# FELT, TIN TAGGED ON 5/8" EXT. GRADE PLYWOOD AND PREFABBRICATED TRUSSES T.O. WALL SMOOTH STEEL TROWELED STUCCO FINISH ALUM. WRAPPED CORNER COLUMN (TYP) ALUMINUM HANDRAIL AND POSTS WITH GLASS PANELS (MIN 36" A.F.F) PAVERS ON CONC. SLAB W/ WATERPROOFING @ TERRACE +13'-0" T.O. CONCRE' SLAB @ MAIN HOUSE STONE STEP ON CONCRETE STAIR ALUMINUM DOOR IMPACT RATED (TYP; ALUMINUM HANDRAII AND POSTS WIT[ GLASS PANEL: (MIN 36"A.F.F PAVERS ON CONC SLAE T.O. STRUCT SLAB WALL SECTION 02 @ SOUTH STAIR SCALE, 1 9" = 1'-o" MITER HIPS AND RIDGES (TYP) NHITE CEMENT TILES ON 90# HOT MOP OVER 30# FELT, TIN TAGGED ON 5/8" EXT. GRADE PLYWOOD AND PREFABBRICATED TRUSSES F.O. SMOOTH STEEL TROWELED STUCCO FINISH STUCCO COLUMN ALUM, WRAPPED CORNER COLUMN (TYR ) ALUMINUM HANDRAIL AND POSTS WITH GLASS PANELS (MIN 36" A.F.F) +13'-U" T.O. CONCRETE SLAB @ MAIN HOUSE SMOOTH STEEL TROWELED STUCCO FINISH ALUMINUM DOOR IMPACT RATED(TYR) PAVERS ON CONCRETE SLAB HOOS ARCHITECTURE 6220 N. HIGHWAY A1A VERO BEACH, FL32963 PHONE: 772494-6785 M 26002522 LLJ Q ULu Q� Q j H U)2LN�U Lu LL W w I Z n O I— m Q0 o (0 LL Q i W o N N N 0 N N co z O W U It W W W 0- DATE: 12-21-2017 T.O. STRUCT. SLAB - glL Ilk lk WALL SECTION 01 1702 ET NUMBER CONCRETE BEAM SCHEDULE MARK BEAM SIZE REINFORCEMENT STIRRUPS REMARKS WIDTH DEPTH TOP BARS "C" OR "E" BARS LEFT "C" OR "E" BARS RIGHT SOT BARS "D" BARS SIZE TYPE SPACING GB1 24" 24" 4-#6 - - 4-#6 - #3 0 10" GB2 0" 24" 4-#6 - - 4-#6 - #3 0 10" GB3 8" 24" 2-#6 - - 2-#6 - #3 0 10" GB4 O" 24" 6-#6 - - 6-#6 - #3 0 10" GB5 24" 21"/24" 4-#6 - - 4-#6 - #3 8" GB6 24" 21"/24" 4-#6 - - 4-#6 - #3 0 8" NOTE 3 G87 24" 20"/21" 4-#6 - - 4-#6 - #3 0 8" GB8 24" 18" 4-#6 - - 4-#6 - #3 0 7" CB1 8" 21" 2-#6 - - 2-#6 - #3 0 8" CB2 8" 39" 2-#5 - - 2-#5 - #3 U 10" NOTE 1 CB3 8" 29" 2-#5 - - 2-#5 - #3 0 10" NOTE 1 CB4 8" 16" 2-#5 - - 2-#5 - #3 U 6" CB5 8" 25Y2" 2-#5 - - 2-#5 - #3 0 10" NOTE 1 C86 8" 27" 2-#6 - - 2-#6 - #3 0 10" NOTE 1 CB7 8" 32" 2-#5 - - 2-#5 - #3 0 10" NOTE 1 CB8 8"/16" 48"/55J¢" 4-#5 - - 2-#5 - #3 10" SEE DETAIL F/S3.5 CB9 8" MIN 16" 2-#5 - - 2-#5 - #3 U 6" CB10 8" 18 " 2-#5 - - 2-#5 - #3 0 7" C811 8" 46" 2-#5 - - 2-#5 - #3 0 10" NOTE 2 C812 8" 48" -# - 2- 5 - #3 0 10" NOTE 2 C 1 2-#6 - - 2 C814 8" 24" 2-#5 - - 2-#5 - #3 0 10' CB15 12" 12" 3- 5 - - 3-#5 NOTES: 1. PROVIDE (1) ADD'N #5 LONGITUDINAL REINF MID HEIGHT EA FACE r v r v v 2. PROVIDE (2) ADD'N #5 LONGITUDINAL REINF MID HEIGHT EA FACE 3. 8" WIDE CURB REINFORCED WITH #5 CONT, HEIGHT VARIES ** CONTR4CTOR TO VERIFY ALL BEAM SIZES PRIOR TO CONSTRUCTION REPORT ANY DISCREPANCIES TO ENGINEER 0.25 LN-1 CONTINUOUS IF SHOWN "C" BARS LEFT SPAN STD 90' HOOK STD 90' HOOK MIN 6" GREATER OF 0,33 LN-1 OR �0.33 LN-2 ri ecc e GREATER OF 0.33 LN-1 OR 0.33 LN-2 F LAP FOR LN-1 TOP SPLICE (IF REO'D) GREATE AIRS "E' OF BARS RIGHT SPAN OR "E" BARS LET R SPAN LN FOR N-1 2 GREATER OF BA "OBARS OR S RIGHT FOR SPAN LN-1 OR LEFT PAN LN-2 TOP BARS STD 90' HOOK BOT BARS "p^, S/2 BARS S/2 "D" BARS S/2 S/2 BOT BARS S/2 STIRRUP SPACING, S -(CONTINUOUS THROUGHOUT CLASS A COLUMN LAP SPAN UNLESS SPECIFIED) OR PILE SPLICE LN-1 IF REO'D CANTILEVERLN-_ LN-2 MIN 0.25 LN-1 FOR CONTINUOUS IF SHOWN "T" BARS-\ "B" V TYPICAL CONCRETE BEAM REINFORCEMENT 3/4" CLR INTERIOR 1-1/2" CLR EXTERIO 3/4" CLR INTERIOR 1-1/2" CLR EXTERIOR GREATER OF 0.33 LN-1 — OR 0.33 LN-2 OR CONTINUOUS IF SHOWN "T" BARS-� M. CONTINUE "B" BARS OVER INTERIOR SUPPORT UNLESS SPLICE REO'D BAR DESIGNATION: 4T16 WHERE 4 INDICATES SIZE OF REINFORCING BAR MIN 6" MIN 6" T LOCATION OF BAR (T=TOP, B=BOTTOM, M=MIDDLE) 16 INDICATES N INCHES TYPICALSTRUCTURAL SLAB REINFORCEMENT CONCRETE SLAB ON GRADE, SEE PLAN FOR THICKNESS AND REINF (1) #5 CONT--x1 a TE I THICKENED EDGE MASONRY WALL ABOVE SLAB THICKNESS TRUSS FASTENING SCHEDULE CONNECTION UPLIFT UPLIFT MARK FASTENER REQUIRED PROVIDED ROOF TRUSSES (CONNECTOR VARIES FROM TYPICAL FASTENER) © (2) SIMPSON MTS16 1,557 LB 2,000 LB © SIMPSON LUS26 786 LB UP 1,165 LB UP 657 LB DIN 1,070 LB DN O SIMPSON MGT W/ THREADED ROD 4,gg5 LB 5,775 LB DRILL AND EPDXY (MIN 12" EMBED) + SIMPSON HETA16 EO SIMPSON DETAL20 + (2) SIMPSON MTSM20 (1-PLY) 3,699 LB 4,250 LB SIMPSON MGT W/ W THREADED ROD O DRILL AND EPDXY (MIN 12" EMBED) + 12,651 LB 13,000 LB (2) SIMPSON HTSM20 + SIMPSON MSTAM36 OH SIMPSON H10A + SIMPSON MTS12 1,832 LB 2,340 LB ✓O SIMPSON MTS16 576 LB 1,000 LB SIMPSON HETA16 + SIMPSON HTSM20 1,082 LB 2,985 LB © (2)SIMPSON HTSM20 + SIMPSON HETA16 3,827 LB 4,160 LB NEW MASONRY OR CONCRETE BEARING. ALL COMMON TRUSSES UNLESS NOTED OTHERWISE HAVE AN UPLIFT LESS THAN 1,810 LB AND A SIMPSON HETALI6 IS SUFFICIENT SIMPSON HETAL 16 CAPACITY., UPLIFT = 1,810 LB (1-PLY) WOOD BEARING: ALL COMMON TRUSSES UNLESS NOTED OTHERWISE HAVE AN UPLIFT LESS THAN 1,340 LB AND A SIMPSON H10A IS SUFFICIENT SIMPSON H10A CAPACITY. - UPLIFT = 1,340 LB (1-PLY) NOTES: - TRUSS FRAMING CORRESPONDS TO TRUSS PLANS TITLED "FOGLIA CONTRACTING CORP., BASILE RESIDENCE, JOB NO. J35567, PREPARED BY MITEK USA, INC., DATED: 03/16/2018" - TRUSSES ARE SINGLE PLY UNLESS NOTED OTHERWISE. - ALL FASTENERS ARE MANUFACTURED BY SIMPSON UNLESS NOTED OTHERWISE. FOLLOW MANUFACTURERS FASTENING SCHEDULE UNLESS SPECIFIED DIFFERENTLY ON PLANS. TERMINATE ALL VERTICAL COLUMN REINF W/ 90' HOOK 1 �LN-3_ CANT COLD JOINT- 2 TIES 0 T/2 CONCRETE COLUf• w QU N N a 2 TIES U J 0 T/2 i. DOWEL BAI 2 TIES 0 T/2 COLD JOINT V c BEAM Ls, STIRRUP SPACING T, TIE SPACING T, TIE SPACING D JOINT IF GREATER THAN 3% USE DOWEL BAR 16" DIA CONCRETE Ls, STIRRUP SPACING T. TIE SPACING CONCRETE COLUMN FOUNDATION TYPICAL CONCRETE COLUMN & BEAM CONNECTION #3 CLOSED TIES TOP OF PILE 14.25' NAVD 71 KIPS COMPRESSION (32 KIPS UPLIFT), 16" DIA AUGER CAST PILE W/ 5,000 PSI GROUT DISCONTINUE THREE REI AND FASTEN REMA. REBARS TOGETHER FOR OF INSTALL/ y OO �® w F U 0 N FOOTING SCHEDULE MARK FOOTING SIZE LONGITUDINAL REINF TRANSVERSE REINF REMARKS WIDTH I DEPTH TOP BARS BOTTOM BARS SIZE TYPE SPACING WALL WF3..0 3'-0" l'-4" - (3)#5 - - - NOTE 1 FOOTING NOTES: 1. FRANGIBLE CONSTRUCTION, PROVIDE CONSTRUCTION JOINT IN FOOTING MAX 5'-4" OC MATCH WALL JOINTS SEE TYPICAL FRANGIBLE WALL FOOTING DETAIL UNO MASONRY STEMWALL, SEE PLAN AND SPECS FOR REINF - FINISH GRADE FULLY GROUT ALL - - CELLS BELOW GRADE TOP BARS a—_•�. =�— a 4 _ d w q . TRANSVERSE a. ;., , °, • a REINFORCEMENT — 77 COMPACTED TO 95% MAX BOTT BARS DRY DENSITY (TYPICAL WIDTH UNLESS NOTED OTHERWISE) TYPICAL STEMWALL FOUNDATION NOTES: 1. SLAB REINF SHALL BE CHAIRED AS REQUIRED BY LOCAL BUILDING CODE --8"8"� (12) #5 VERT REINF 1'-4" #3 TIES � X® 8" OC �o • • (14) #5 • • VERT REINF vw ro I • s • • (6) #5 • (,� � VERT REINF 1 1" SETS #3 (3) SETS #3__,, 1,J, TIES ® 8" OC TIES 0 8" OC a f &'s PILE TIP 1�� + 1 (-)21.20' NAVD 35.5 TON TYPICAL PILE i i7 TIES 8" OC 5 VERT REINF SETS #3 3®8"OC #5 REINF �1 -4"� 8 0 CO VERT REINF II #3 TIES ® 8" OC fro J— 00 L (2) SETS #3 TIES ®6" OC (8) #5 VERT REINF (2) SETS #3 TIES ® 8" OC (8) #5 VERT REINF 2'-4- '{ SETS #3 TIES ®8" OC • • • • (10 5 VERT REINF CIO 1 -2"--- (10) #5 VERT REINF 00 `v ro • • (2) SETS #3 TIES 0 8" OC z e t t ro (12) #5 VERT REINF I V I (2) SETS #3-/ TIES 0 8" OC #3 TIES ® 8" OC 1 00 8" 8- (2) SETS #3 TIES ® 8" OC 8 5 VERT REINF --8- 8" 0 �\ l'-4"--------- U Z J rz (o 0) J N tlJ M � Q ¢a) rn W y LL N af LUC) coU� W-I O z0om r W 'n vi Sow CLNr� �( W 2 o N� = LU O I— W 00 Z¢->.I M L) mLL W LtJ � a' W 4v Lu =N YER`0 J ¢Fn _ c zN U W J D W • � � o � O 3'4"x8" HEADED L` STUDS 0 12" OC U W Z #5 VERT LLI STEEL COLUMN, o SEE PLAN to pa 1. I°"`v . 18 � V] ~-7 O z Z W �8" #3 TIES �® 8" OC U x O � • OLij In N C/� 8 #5 O VERT REINF 0- N = Of ' J � CONCRETE COLUMNS �1 DETAILS #4 VERT REINF _I -L #3 SINGLE LEGg ❑ JOSEPH W. SCHULKE FL. REG. NO. 47048 ❑JODAH S. BITILE FL REG, NO, 57396 "LU P. STODDARD FL, G. NO. 576C5 :0 r I tl DATE: SHEET S1.2 PROJECT NO. 17-088 2 [3 4 !6 2._. 3'-3H" �4'-6j4" 8'-8" 2-4" 3'-8" 6'-8" I I I I I { NOWI 5' 19.2201 2� L� -O" 5'-0" 2'-6" 7'-6" 9'-8" 2'-4" 6'-4" 5'-2" 5'-2" 7'-9" I I � I I 3„ II I I � I I I I I I I I { I I JI I I I I I I I I I I I 4[j WF3.0 N LWF3.0II � I I I I I I I� I I II I I I I I I I I/ III I I I I a 23 2'-3" 13' 2'-0" { 2'-0" 8 I N N { I I I I I II I I I I I I I I I I k 16" DIA AUG R CAST PILE' 3I TOP OF PILE 14.25 NAVD (TYPICAL UN ES NOTED OTHERWISE) I � I I - - - - --- - I - - —�- I- - - I M II N I 00 { ----I-_- I WF3.0 po �UPIAND PRESERVATION { EASEMENT LIMIT 010 i� I I I I I I I / —J. o I I I I 3 1 MATCHLINE - SEE SHEET S2.2 I to 13 II I III 'I III - - - - -lot] I UPLAND PRESERVATION EASEMENT LIMIT T� CUT PILE DOWN AND ABANDON U Z J � c:)o J M` Q° 0 N rro a � W c0 o o W -I o m Q O ZcC2w z Z W c) � o > VJ N orn V od 2 E W ~I� J Qwcj ZC-)mLL W W Q U > N Y d (O J a� _ co zN � rn U ! H ►/ ! F- 0 J W J CL ❑ JOSEPH % SCHULKE FL. REG. NO. 47048 ❑JODAH B. WILE FL REG. N0. 57396 Lw P. STODDARD I �yFL G NO. I57605 UATE:. L U SHEET S2.1 PROJECT NO. 17-088 -77777777.7 15 84. NAVD ' \?. \\`\� \\ +,^w,\° ♦ es4i\w�` ".\\"`'\i '\ v • y`*. ,,"`"`" °'" `\ , SWIMOUT ,,, "`. �.,.a'.,�\�•'a \ *�., `,\'\e''a \v`,`,.. n a,.,\\ ♦,, *\ \ a., 13, 92' NAVD IN IN NN IN N DEFLECT GRADE BEAM \,`, v\ TOP BARSELOW,; 10" THICK V , a. \ \ Fv "� \ \ , esv\� ♦\`\; SHOWER OECESS \\a.. \� \ +♦e. �oa`v,�"+. M �\ •,°\ v. SLAB.e\b„'\:\'e.♦"a . ,°„\ 15.92, NAVD ', �a \ \ \\ \ ♦; , ' \\\\ \, 15.6T NAIAD GB1 GB1 \\ \ (5T 12) 5B 12 \ \° a \ ♦ °" ti. 5Ri7.\^• / I ' l GB1 � F S3. 1 I m I I 4 hI i. i r1 5B FRANGIBLE 8" 04 MASONRY WALLS ., I ,1 BELOW GRADE BEAM i 5T12 / ICI I�I L J L_ / GB1 — I� AA / s4.1 Im I A I S3.1 I 5T12 c, I J GB1� II UPLAND PRESERVATION �I EASEMENT LIMIT 53.1 Tf 5Bf2 CN L --— GB1 512I © 5Bf2 / 8" S THICK 53.1 T12 5 2 1 1 NAVD 5B 2 / 14.67' NAVD. r15.7' NAVDN(5T12) 5812 :xxxxxxxxxxxxxxxxxal I I v'';t�\\`. m I 115.92' NAVD ICI I� _ 5T12 T1 3/8 PEJ 5B12 � ,•.-\a'\*y"e \X G84 0 GB 1 ----7 I ; 3/8" PE J \ I 1 o w N \ T£1 J ;x I IN a GS1 GB1 GB1 _ GB1 I — I�I I�I L-- --- I�I GBi Q � —GBi I� FRANGIBLE 4" THICK FIBERMESH REINF CONCRETE SLAB ON GRADE 4. TROUGH 12.17' NAVD l� �? 12.50' NAIAD SWIMOUTT 13.92' NAVD 10.50, NAVD (3) #5x48" LONG DIAGONAL MID HEIGHT OF SLAB THICKNESS (TYPICAL AT EA PILE) _ \ \\ 12.50' NAVD 13.33' *. NAVD -� 14.17' NAVDti� '* 15.00' NAVD `'\ \\ (6a�\*\R \5 a. XS\\NN �\ e\\ v\ \ti 3 8" PEJ "'XI,TRENCH / DRAIN GB1 GB1 6Nz" THICK SLAB (TYPICAL U ILESS NOTED 0 RMSE) N II m �y I I I I I^I I FIRST FLOOR I I I ICI I I I�I Iml ICI I m l 10" THICK _ I I SLAB L �Y GB1I Cy GB1 57`12 I 57­12 5B12 a S3.2 5 12 5 21 GB1 ELEYAT R RECESS ro I m �� 15 00' 1 lAw J — — — 5B12 15.75NAVD M �' GB1 G81 GBi r CN GB3 c� G97 15.67' NAVD< 41 MATCHLINE - SEE SHEET" S2.4 GB1 (S/M) — GB II Iml II GB1 01 5T1212 I I GB1 12" THICK STRUCTURAL SLAB REINF W/ #5 W/ 90' HOOK EA END ® 12" OC m I EA WAY TOP AND BOTT Vh � \VI �y D&E/S4.1 GB1 GB1 /\,CUT PILE DOWN AND ABANDON 8" THICK SLAB REINF W/ 0 5 TOP AND BOTT, LW OC, SW CONTINUE STAIR RENIF FRANGIB E 8" MASON WALL BELOW GRADE BEAM ECT GRADE BEAM BARS BELOW VER RECESS II O LLl W z W 0 W f- V z ,4 O BE -Z z U W O x P. O EE, O a O 0_ JOSEPH W. SCii'I E FL REG N0. 47046 JODAH B. BITRE REG. N0. 57396 LLiAM P. STODDARD REP. l,NO. 57605 SHEET S2.3 PROJECT NO. 17-088 +43.7 ! jSC9 15.67' NAVD v� ■ / r% h ■ 15.67' NAVD 11 e HEIR (;I_oSrT +I 71! Ci7 I / r +41.1 -45.d ■ UPLAND PRESERVATION EASEMENT LIMIT N l + I FPdT1i'Y ■ ■ hrn I� O +I ■ 1 .71 ' NAVD / 14.67' NAVD ■f LAUNORY - +43.1 -47.0 \_TOP OF MASONRY 18.67' NAVD 3 CONCRETE STAIR TOP OF WALL ON GRADE, SEE 13.75' NAVD TYPICAL DETAIL - , TOP OF KNIFE EDGE TROUGH 15.75' NAVD 12.17' NAVD BOTT OF KNIFE ED E TTI "diItC1fd , 15.25' NAVD �12.50' NAVD SWIMOUT SWIMOUT 13.92' NAVD 13.92' NAVD x -' +37.6 -44.9 15.92' NAVD * 15.92' NAVD ,VAS7ER F3!_=fJR004f �o m �v SgC9 �® I� [1 ■1 J ■I HIS CLOSET C I t I ■ $ - ■ ■ ■--+42.1 46.0 I I +44.6 + -48.5 +44.2 - SC2 1 SC1 � aclF[ t.rr:?V +43.1 -47.0 TOP OF MASONRY 18.67' NAVD +µl I SC3I Fir Ii +47..1 -470 TOP OF MASONRY 18.67' NAVD +42.3 -46.2 MATCHLINE - SEE SHEET S2.6 10.50' NAVD 'I 16.00' NAVD 16.00' NAVD 12.50' NAVD 13.33' NAVD -0� 14,17' NAVD 15.00' NAVD +35.8 -39.7 FIRST FLOOR 16.00' NAVD 67LAi+l't�F 3" �. C6 + + ■ ■ MIT +42.3 I' -46.2 TOP OF BEAM >'I-OR,4GE 20, 33 NAVD f:9_ �- CONCRETE STAIR ON GRADE, SEE fTYPICAL DETAIL DENOTES COMPONENT AND CLADDING DESIGN WIND PRESSURES (TYP) +38.0 +38.0 -41.9 -45.7 { INDOOR / OU T DOOR GRF..AT ROOM WALL LEGEND -- .. �■ ■I 8 MASONRY WALL REINFORCED W 9GA HORIZONTAL REINF 0 16" OC AND #5 VERTICAL REINF IN FULLY GROUTED CELLS AT THE FOLLOWING LOCATIONS 1. ALL CORNERS AND INTERSECTIONS 2. ADJACENT TO ALL OPENINGS 3. MAX 32" OC 4. AS SHOWN ON PLAN ® 6" THICK CONCRETE WALL REINF W/ #5 VERT AND HORIZ 0 12" OC, MID FRANGIBLE 8" MASONRY WALL, SEE TYPICAL DETAILS FOR CONSTRUCTION SITE WALLS, SEE SHEETS S5.1 AND S5.2 INTERIOR NON -BEARING WALL o I / N V) C) a 0J I" • I �i In • I ■ ■ �.' CONCRETE STAIR, / g SEE DETAILS 1 u PAR I� / ■ MM ---- PRE-FABRI D P t N METAL S I ■ (BY OTHER ELEVATOR - ■ f -JO RECESS • 15.00' NAVD L 1 .75 NAVD +38.5 ■■■■■-_�■■■■ -42.4 ■■■■... ■■o■■s +42.3 (,, 6 +42.3 -46.2 -46.2 8" MASONRY WALL REINF 8" MASONRY WALL REINF_ W/ #5 VERT 0 8" OC W/ #5 VERT 0 8" OC CONCRETE STAIR ON GRADE, SEE TYPICAL DETAIL 15.67' NAVD log -- TOP OF MASONRY +42 3 -C -46.2 - 1 18.67' k4VD ■ F3fiTHRG7{3b ! N^, 4 !^m (S 7 a c 1 SC3 :r / (6 +38.0 f _ .....,3 +43.1 -41.9 D&E/54.1 -55.8 4 TOP OF MASONRY 18.67' NAVD / / / U Z �U J m J M� Q� Q W 0 N J LL N 00 0 ® Z 0 U C O /D4pJ O _ Q z0 W � ) �/ Z O LU N O 06 OOf04 oz W O w < ~ n CS�U)N L O Wo0n W Z�mLL W V � N �co j Qo D Z N U PRESERVATION Z T LIMIT .a_I NNIZ cr_ Q ILL. H IL O W v a W O Ld x ZO a Lz z W 0 a O cn a Q Q 3 = = Z o O 07 L� of w O LL OL OL Yh ❑ JOSEPH W. SCHULKE FL REG. NO. 47048 4' ❑JODAH B. BITRF FL REG. N0. 57396 W1WAM P. STODDARD `FIL R G. NO. 5760§,' DATE: SHEET S2.5 PROJECT NO. ,4l" e , 17-088 , 15.63' UPLAND PRESERVATION EASEMENT LIMIT^ 8" MASON W/ #5 Tc 15.63' NAVD { TO 2 8" MASON W/ #5 _.......__ ...._.) W/ 9GA HORIZONTAL.REINF.0_.16.. "_.OC_AND #5 VERTICAL REINF IN FULLY GROUTED CELLS AT THE FOLLOWING LOCATIONS 1. ALL CORNERS AND INTERSECTIONS 2. ADJACENT TO ALL OPENINGS 3. MAX 32" OC 4. AS SHOWN ON N 6" THICK CO #5 VERT AND 0 1 FRANGIBLE B" W SEE TYPICAL D S S O LJ O z w 0 cn w Z O u_ z u`l U O 0 U ) O IL O o_ Z 0 � U co � Q N c Q a. � � c OU) Li- 00 U W O Q E e L Jj o CIDJ_ ZoOW Z0> CO o� 0NCA =wlc—:) U N O Q � O U O m LL L- W F- LY �v USN �co j Q O ZN h ��U rIN I LL. nR 4 4 O U _ Of w ZL a z O L� O O 07 07 F3JOSEPH W. SCHUIXE FL REG. 110. 4704E ODAH B. DI FL REG.N0. 57 57396 WhM . STODDARD FL RE NO. 57605 Ic? Emi�� -fit: I�t DATE: SITE WALLS, SEE I .. INTERIOR NON —BEARING WALL SHEET 52.6 PROJECT NO. 17-088 _ W CB8 -� a ALUMINUM SUNSCREEN, SEE ARCH DWGS ROOF AND FLOOR FRAMING NOTES _ _ _ 1. MD1 - DENOTES 1 1/2" DEEP, 22 GAUGE, TYPE "C" GALVANIZED G60 METAL DECK. ABw S£'S SEE DECK ATTACHMENT SCHEDULE ON SHEET 51.1 PROVIDE 4" (t=2-1/2") NORMAL N WEIGHT CONCRETE TOPPING REINFORCED WITH 6"X6"-W2.9/W2.9 WELDED WIRE FABRIC 30104 MD2 - DENOTES 1 1/2" DEEP, 22 GAUGE, TYPE "C" GALVANIZED G60 METAL DECK. SEE DECK ATTACHMENT SCHEDULE ON SHEET 51.1 PROVIDE 3" (t=1-1/2") NORMAL _ WEIGHT CONCRETE TOPPING REINFORCED WITH 6"X6"-W2.9/W2.9 WELDED WIRE FABRIC 1 -------�E (E 0 m MD3 -DENOTES 1 1/2° DEEP, 22 GAUGE, TYPE "C" GALVANIZED G60 METAL DECK. - w SEE DECK ATTACHMENT SCHEDULE ON SHEET S1.1 PROVIDE 4"-3" (t=2-1/2" TO 1-1/2") STRUCTURAL NOTES w Luz I' � ` - NORMAL WEIGHT CONCRETE TOPPING REINFORCED WITH 6"X6"-W2.9/W2.9 WELDED WIRE FABRIC z ? BOTTOM: (2) 2x8 PT LEDGER FASTENED W/ (2) ROWS" DIA J-BOLTS 53.5 _ _ guip 2. CB-# DENOTES CONCRETE BEAM TYPE. SEE SCHEDULE ON SHEET 51.2 Q (MIN 5" EMBED) ® 24" OC STAGGERED - 7 it " 3. STAGGER OR SKEW STEEL JOISTS AS REQUIRED FOR MINIMUM BEARING. TOP: (2) 2x6 PT LEDGER, FASTENED W/ Y4"x3V TAPCONS SPACED 12" OC TOP OF CURB I II II ii d 4. STEEL ROOF JOISTS SHALL BE DESIGNED FOR A NET WIND UPLIFT PRESSURE OF 55 PSF FOR ENCLOSED SPACE, 72 PSF FOR OVERHANG AND ANY CONCENTRATED LOADINGS © 2x6 PT LEDGER FASTENED W/ Y4"x3V TAPCONS SPACED 12" OC 28.58' NAVD TOB SHOWN ON PLAN. PROVIDE ADDITIONAL BRIDGING AS REQUIRED BY JOIST FABRICATOR DUE Tors 31.00' NAVD -%>; = j I TO WIND UPLIFT FORCES. 2758' NAVD I mk w :i; I © FASTEN BEAM TO FACE OF STUDS W/ SIMPSON HUC28-2 Lu 5. * - DENOTES LOCATION OF BOTTOM CHORD JOIST EXTENSION TO BRACE BOTTOM FLANGE N I � OF BEAM. SEE TYPICAL DETAIL D/S3.8 n ! D q �{ � � I 6. SJ - DENOTES SPECIAL BOTTOM CHORD JOIST EXTENSION AT COLUMN SUPPORT. FASTEN BEAM TO FACE OF STUDS W/ SIMPSON HUC26-3 "`dddyyy -rt- SEE TYPICAL DETAIL J/53.8 CB7 CB11 Bf ); �� li ij j PROVIDE (2) SIMPSON MSTA18 ACROSS INSIDE FACE OF BEAMS AND STUDS 7. SEE DETAIL E/S3.8 FOR TYPICAL FLOOR OPENING FRAMING. m U' .I 8. JOIST BRIDGING SHALL BE CONTINUOUS, STRAIGHT AND AS EVENLY SPACED AS POSSIBLE. Q PROVIDE SIMPSON LSTA30 AROUND OUTSIDE CORNER OF STUDS AND BEAMS THE CONTRACTOR SHALL COORDINATE ACCEPTABLE CONSTRUCTION TOLERANCES WITH TOB TOTE ARCHITECT AND ENGINEER PRIOR TO FABRICATION. a 8.12' NAVD SLOPE 28.33' NAVD 31.00' NAVD 31.00' NAVD - � � � � 9. PROVIDE CONTINUOUS HORIZONTAL TOP AND BOTTOM CHORD JOIST BRIDGING PER SJI REQUIREMENTS. FIELD WELD BRIDGING TO TOP AND BOTTOM CHORD OF STEEL JOISTS. C o m o VERIFY BRIDGING LOCATIONS DO NOT CONFLICT WITH MECHANICAL DUCTS AND ELECTRICAL E O ¢ FIXTURES. BRIDGING SIZES, LOCATIONS, AND CONNECTION DETAILS SHALL BE REVIEWED BY 53.5 .911 AV v 2 THE ARCHITECT AND ENGINEER PRIOR TO FABRICATION. N KO Oh a, (3) ROWS 2x4 BLOCKING 6 �¢ a ro 10. RXX DENOTES +/- REACTION LOAD AT END OF STEEL BEAM BETWEEN JOISTS V w o S•SS 2 o N a o co �O O ¢ 'n �N�N Y U 2 2 co Ln 11 - TOB TorsTOB o °J h m '' r 7 28.67' NAVD 28.67' NAVD TOP OF CONCRETE ,C�..i l� TOB 28. o 26.75' NAVD A 28.67' NAVD 8.50' NAVD ti N N TOP OF HSS (TYP) a TOB TOB 26.42' NAVD TOTB 28.67' NAVD 28.50' NAVD h 28.67' NAVD o o �D CB3 CB3 o ,. CB6 JA m 1 6 -1128.75' 2 S CES C-4� 6 fS v CB3 N CB6 2'-44 �. 10152 8.75' N VD 1'-g4„ N 9 SP CES '-0" ®3 -0" TOP OF HSS m S3.3 b (TYP)� :' SPACE 3'-0' SPACE O 3'-0' 1 K1 STEMJOISTS x 2"+ MD3 2'-132" 26.42' NAVD m U 2"+ MD3 7 TOP OF STEEL 3 28. 83' NAVD {,'zr,S W D M 1 1 1 A �\ MD1 28.29 NAVD 1 1 S3.9 53.3 1 K1 STEE JOISTS 54.1 28.46 FNS4 DE STEEL JOISTS 8FB-X i� ,, *28 3' NA J R40 w 1 6x5c R45 tT)' 28.92' NAVD G A m MD2 BELOW OPEN TO 53.4 S33 :o-",\ p R15 12x26 Rl TOP OF TEEL MD1 y Q 28,29' VD O' N Q� in 8 FOR-}3'-f3 G ti N I co 3'-94" SPACE @ 3'-0'- 2'-52" 7 SP CES ®-0" 3'-14" OP OF STEEL SP AL STAIR '�'i r 28.46' NAVD 6 12 3 S3.9 1 K6 STEE JOISTS 1 K3 STEE JOISTS CB3 S ON L 46' HM 2Y2x2&946 0 STEEL JOISTS MD1 29. 0' NAVD n 4-� OC 11,-72g„ @S3 COS 2'-81 TOS OB `D - © r ro ✓ 3 4 OP N �S 28.29' NAVD 8.67' N VD's TP 0 TEL S3.3 0 12 3 3I I SPACE ® 3'-0' 2'-9 o] J 16K6 STEEL JOISTS STEEL JOISTS _ 46' VD W16x5 _ _ 3 6£'S N w 2 R15 R75 ¢ 1'-0�' m . m� I HSS x21¢ s ® HSS x21i 6 ® 3 TOP 0 STEEL 2 32 28.46' NAVD r\ MAX 2'-0' OC MAX 2'-0' C o TOB ° 01 TO OF STE L sc �` R15 W12 19-� W1 x5 s R 15 28 29' NAV N CB 14 28.6T NAVD ' ` a N - �n 1'-10' TO OF E£L - Wt x26 R1 - 12K1 TEE J STS 2'-8" �3'-91 TOTB �� 8F8-X d' 1 -11 3 SP CES '-0" 8F8-X _ N 28.83' NAVD .��+ 1 K1 STEE JOISTS - Q 2 CB4 28.67' NAVD C a 3 TOP OF STEE L� j 1 12K1 STEEL J ISTS G 28. 2' 28. NAVD a� b MD3 CNAV o o S3.9 " STAIR e: . , ELEV OR n 4 m S3.3 S3.9 N �( / _- o MD2 OPENING CB OPENING i 3'-4" SPACE ®3'-0 SPACE ® 3'-0' 53.5 0 0 28.92' U CATIE BEAM N h ¢ 4 8„ , 2'-025 "MD2 b NAVD m B o N 53.3?28.7 'NAVD E I w -- - CB3 CB3 CB3 TOB 8F8-X MD1 8FB-X TOTB TOS CB6 �b CB3 CONCRETE BEAM CB3 CONTINUOUS TYPE R3 TOP 28.67' NAVD 28.29' NAVD 2 D 28.67' NAVD B SS 3x x9 N CONCRETE BEAM CB3 CONTINUOUS m CHORD EXTENSION 00 N ® AX 1' 4" C a O `o TOP OF CONCRETE `) � 26.87' NAVD 53.5 TOTB� TOB / a; TOP OF HSS (TYP) TOB TOTB MATCH L I N E - SEE SHEET 52.8 N �� 28.67' NAVD 28.67' NAVD Q 26.54' NAVD N 2B.50' NAVD 28.67' NAVD 6" THICK SLAB REIhTF W/ #5 TOP AND BOTT / 0 10" OC, EA WAY h m TOP OF SLAB o N 28.50' NAVD ros 28.29' NA Z£'S o2 b N ®y -11�" U Z J (U J MU) Qa) W O N g LLm Q � 00 0 z0Q.c o mQ O zoom vJ > Q N �m W 2 w 5 J c� a U)w �XX O Q M LL W Z L4 D_ W Q U �N Y �m J Q6 _ ZN rLUUn U) � ~ U � Z Q O J J LL- 0 77 OQ Ljj (n O w U z '4 Q w Ld Of Q IJi 3 2 Lj OOf `� = w LL �t a z z z 0 U oLj w O a o 0 O V a O ry a ENGINEER CERTIBCA110N ❑ JOSEPN W. SCHULKE FL REG. NO. 47048 ❑JODAH B. BITBJ: ,N1L FL REG. NO. 57396 M P. STODDARD FL EG. NO. 57.1 DATE::; o, I SHEET S2.!ry File CU PROJECT NO. ` ` . p 17-088 3� II fl II it II = � Il II II III _ a C _ II II II II II II II II o II JL JL JL JL JL _11_ JL JL II C81 TOP F w 71TIT 39.0 ' NA CONCRETE BEAM CB1 CONTINUOUS U� ALUMINUM SUNSCREEN, SEE ARCH DWGS nnFFF 54.1 III II II W n Ce1 CB ALUMINUM SUNSCREEN, SEE ARCH DWGS 117C 117C i — 1176 W/ (2) 35" MREADED MIN 12' EMBED mi 01PO' If'P Il PRE-ENCiNc �f:c �11'flrif;�tr-rye, FLOOR SHEATHING REQUIREMENTS (2) LAYERS 23/32" APA RATED STURD-I-FLOOR 24" OC SPAN RATED, - BOTTOM LAYER LONG DIMENSION PERPENDICULAR TO TRUSSES TOP LAYER LONG DIMENSION PARALLEL TO TRUSSES - END JOINTS STAGGERED GLUE TO TOP CHORD OF ALL TRUSSES W/ APA SPEC AFG-01 ADHESIVE. FASTENING SCHEDULE 10D RING SHANK 0 6" OC PERIMETER EDGE, 6" OC INTERIOR EDGES, AND 6" OC FIELD II IImal i III I Ilrl THREADED RODS MIN � 12' EMBED-"- �—STAM7 CB 1 170 _ II II II II _ = I 1701 = 1 170jF —9 I nod — II II II II HGr4 . THREADED B II RODS. MIN 12' EMBED 'l{11y MSrAMJ hI U F U ..— ..I � S/M f� = II II II II Z U� J a)L � (N N J 2u Q c Q � m W oN LL N � 0o 0 Z o Q Q W O UJJ � m Q Z .0 , 2 LLI � � o > Q) O aN10) 06 o� Z o W o W 5 -D r CBl Ir li • I� ) ` , ( 41 ZaLU � � 1 <II II IIce1IIY — J ¢o6 Z N J :.: 23 V)Lu II N 11 N 111- 9'£'S m Q II h II Ilr = J = m 0 U 9'£'S TE II II II II 0 � LL- LL. CONCRETE BEAM CB1 CONTINUOUS STRUCTURAL NOTES AABOTTOM: (2) 2x8 PT LEDGER FASTENED W/ (2) ROWS %" DIA J-BOLTS (MIN 5" EMBED) 0 24" OC STAGGERED TOP: (2) 2x6 PT LEDGER, FASTENED W/ Y4"x3Y4" TAPCONS SPACED 12" OC © 2x6 PT LEDGER FASTENED W/ Y4"x33$" TAPCONS SPACED 12" OC aC FASTEN BEAM TO FACE OF STUDS W/ SIMPSON HUC28-2 DQ FASTEN BEAM TO FACE OF STUDS W/ SIMPSON HUC26-3 QPROVIDE (2) SIMPSON MSTA18 ACROSS INSIDE FACE OF BEAMS AND STUT+c LrKUVIUG DIMrJVN LDIMJV MMVUINU VV IJWL O LL w W U .a z UD w 0 -< w ft: 6 F- z O z � z U Cz] O x a 0 W w E- (f) O CL O CC a ❑ JOSEPH W. SCHULKE FL REG. N0. 47048 ❑JODAH B. BITRE QC/: 5)iOQ DATE: DATE: SHEET S2.10 PROJECT NO. 17-088 MASONRY MASONRY c MASONRY RAILING =1 - MASONRY MASONRY WALL�t' WALL L _��WALL (BY OTHERS) =i _:. WALL WALL= H -_ STRUCTURAL SLAB, STRUCTURAL SLAB, _ STRUCTURAL SLAB, - SEE PLAN FOR SEE PLAN FOR STRUCTURAL SLAB, SEE PLAN FOR = STRUCTURAL SLAB, - THICKNESS AND REINF THICKNESS AND REINF SEE PLAN FOR #5 CONT SEE PLAN FOR - THICKNESS AND REINF i=1 THICKNESS AND REINF THICKNESS AND REINF _ 4" CURB CURB VARIES FIRST FLOOR - 1 = FIRST FLOOR 0" TO 3" FIRST FL00 FIRST FLOOR SLOPE 16.00' NAVD 16.00' NAVD SLOPE 16.00' NAVD 16.00' NAVD VAR/ES FINISHED 15.63' NAVD SEE PLAN GRADE GRADE BEAM, GRADE BEAM, FEAM, SEE PLAN SEE PLAN N GRADE BEAM, GRADE BEAM, - - - ---, • - - - - GRADE BEAM, - - - - - - - SEE PLAN BASE FL000 ELEAVATION� SEE PLAN BASE FLOOD ELEAVATION� SEE PLAN OD ELEAVAT70N� BASE FLOOD ELEAVA77ON 14.00' NAVD _ I 14. f NAVD 14.00' NAVD 14.00' NAVD BREAKING WAVE CREST - BREAKING WAVE CREST BREAKING WAVE CREST -.BREAKING WAVE CREST -_ 13.80' NAVD -•� L I 13.80' NAVD 13.80' NAVD Y 13.80' NAVD _ i '�- �= I �, I I I AUGERCAST PILE _ I _ IAUGERCAST PILE (BEYOND) = I _ I (BEYOND) _ _ T�_ 7"�AUGERCAST PILEI"AUGERCAST PILE PILE AUGERCAST PILE FINISHED I (BEYOND) FINISHED =I I FINISHED FINISHED GRADE GRADE GRADES () GRADE (BEYOND) � N I I �N I I �� - I cq I I I I I I I I FRANGIBLE WALL I I FRANGIBLE WALL I I FRANGIBLE WALL I FRANGIBLE WALL I AND FOOTER, I AND FOOTER, I I I AND FOOTER, I AND FOOTER, SEE PLAN SEE PLANL SEE PLAN SEE PLAN I I I I I I I I I I I I . •I I •I I I I •I I I I •I I A SCALE 3/4"=1'-0" B SCALE 3/4"=1'-0" C' SCALE 3/4"=1'-0" LJ SCALE 3/4"=1'-0" MASONRY WALL c STRUCTURAL SLAB, C SEE PLAN FOR THICKNESS AND REINF CURB VARIES 0" TO 3" FIRS #5 CONT 16.00' NAVD -- VARIES SEE PLAN GRADE BEAM, SEE PLAN • BASE FLOOD ELEAVATION h 14.00' NAVD BREAKING WAVE CREST 1 13.80' NAVD -I_ I _ I 1 _ I AUGERCAST PILE = I I (BEYOND) I � I FINISHED GRADE I I_ I I FRANGIBLE WALL AND FOOTER, SEE PLAN • •I II E SCALE 3/4"--V-0" COORD GARAGE DOOR THRESHOLD W/� MANUFACTURER 15.75' NAVD \ DRIVEWA POOL FRANGIBLE CONCRETE SLAB ON GRADE, - SEE PLAN 3/8" PEJ I I MASONRY WALL (BEYOND) STRUCTURAL SLAB, SEE PLAN FOR THICKNESS AND REINF SLOPE FIRST FLOOR 16.00' NAVD \_ GRADE BEAM, SEE PLAN BASE FLOOD ELEAVATION 14.00' NAVD BREAKING WAVE CREST 13.80' NAVD I-,.AUGERCAST PILE (BEYOND) SCALE 3/4"=1'-0" I CONCRETE COLUMN (BEYOND) I I I STRUCTURAL SLAB, SEE PLAN FOR THICKNESS AND REINF FIRST FLOOR 16.00' NAVD GRADE BEAM, SEE PLAN BASE FLOOD ELEAVATION 14.00' NAVD BREAKING WAVE CREST 13.80' NAVD L.AUGERCAST PILE (BEYOND) SCALE 3/4"=1'-O" #5 CONI STEPPING STEPPING STONE MASONRY 1-� WALL CURB VARIES STRUCTURAL SLAB, SEE PLAN FOR THICKNESS AND REINF FIRST FLOOR 16.00' NAVD VARIES • SEE PLAN MASONRY WALL FIRST FLOOR 16.00' NAVD STEPPING STRUCTURAL SLAB, SEE PLAN FOR THICKNESS AND REINF POOL DECK SLOPE STONE �- GRADE BEAM, SEE PLAN GRADE BEAM, SEE PLAN BASE FLOOD ELEAVAT/ON ! BASE FLOOD ELEAVATION 14.00' NAVD 'P 14.00' NAVD BREAKING WAVE�CREST �.. BREAKING WAVE CREST 13.80' NAVD Y Y 13.80' NAVD AUGERCAST PILE _ �.AUGERCAST PILE `(BEYOND) (BEYOND)C- / I L 1 SCALE 3/4"=l'-O" FRANGIBLE CONCRETE SLAB ON GRADE, SEE PLAN 15.75' NAVD THICKENED EDGE, SEE PLAN 3/8" PEJ SCALE 3/4"=l'-O" MASONRY WALL SCALE 3/4"=1'-O" STRUCTURAL SLAB, SEE PLAN FOR THICKNESS AND REINF FIRST FLOOR 16.00' NAVD `- GRADE BEAM, SEE PLAN • BASE FLOOD ELEAVATION I 14, 00' NAVD BREAKING WAVE CREST 1 13.80' NAVD I�AUGERCAST PILE (BEYOND) FRANGIBLE CONCRETE SLAB ON GRADE, SEE PLAN 3/8" PE, POOL DECK \ 3/8" FRANGIBLE CONCRETE) SLAB ON GRADE, SEE PLAN MATCHING I I MASONRY WALL 1�(BEYOND) I I STRUCTURAL SLAB, SEE PLAN FOR THICKNESS AND REINF i FIRST FLOOR 16.00' NAVD GRADE BEAM, SEE PLAN ` BASE FLOOD ELEAVAT70N 14.00' NAVD - BREAKING WAVE CREST I 13.80' NAVD 1,.AUGERCAST PILE (BEYOND) SCALE 3/4 1'�-O" J � #4 0 EA NOSIN SEE ARCHITECTURAL DRAWINGS FOR RISER AND STEP DIMENSIONS M SCALE 3/4"=1'-0" U J �U J a 04 ¢� zE 0 y U_ to Q00 I�U1 0 ZoQ.c Q W oo m J a O z 0W �- W � go> wx W Z N o rn v o Nrn w � = Lu O :D J w f- 20 � g ° W U- m ��m LU � U Y � LY (JD rn Qo _ Z CN rn _I Ui U Z 0 Ld (n 0 O U IY OO w U Q #5 ® 10" OC, w TOP AND BOTT p Q Ld Ld Q \_#5 AT 12" OC CROSSWISE 2 L,j Z H _ ® EA NOSING 0 a Z w_ • IL z H Z O FIRST O x O O 16.00' NAVD P4 p TOP OF GRADE BEAM 4, co E 15.50' NAVD d O o' a GRADE BEAM, SEE PLAN BASE FLOOD ELEAVATI ENGINEER CER77nCA7101 4 A ❑ JOSEPH A SCHULKE FL REG. NO. 47048 N ❑ JODAH B. BITTLE REG. NO. 57356 ' p/ `N7 LIAM P. STODDARD �1 REG NO. 57605 v `Q s3 DA SHEET S 3.1 PROJECT NO. ,g^ _ J V.- j 17-088 I CONCRETE WALL, Ik/ SEE PLAN 2" MIN 4" (2) #5 CONT . r TOP OF U4SONRYJ,FINISHED 18.67 NAVD GRADE (1) COURSE OF 8" MASONRY U-BLOCK REINF MASONRY W/ #5, FULLY GROUTED WALL STRUCTURAL SLAB, -SEE PLAN FOR THICKNESS AND REINF FINISHED FIRST FLOOR GRADE 16.00' NAVD N z GRADE BEAM, SEE PLAN • BASE FLOOD ELEAVAT/0N ,�, 14.00' NAVD \ BREAKING WAVE CREST aJ,, 13.80' NAVD _ [..AUGERCAST PILE (BEYOND) A SCALE 3/4"=1'-0" MASONRY WALL (BEYOND) STRUCTURAL SLAB, SEE PLAN FOR THICKNESS AND REINF 3" STEP SLOPE �- STRUCTURAL SLAB, SEE PLAN FOR THICKNESS AND REINF FIRST FLOOR }k 16.00' NAVD � GRADE BEAM, SEE PLAN • BASE FLOOD ELEAVATION ,�,_ 14.00—NAVD Y BREAKING WAVE CREST lk 13.80 ' NAIAD IR�AUGERCAST PILE (BEYOND) SCALE 3/4"=1'-0" SITE WALL, SEE SHEETS S5.1 & S5.2 SLOPE STRUCTURAL SLAB, SEE PLAN FOR THICKNESS AND REINF FIRST FLOOR_ 16.00' NAVD Y 15.67' NAVD4-::� N_ z �_GRADE BEAM, • • SEE PLAN BASE FLOOD ELEAVATION � F 14.00' NAVD I BREAKING WAVE CREST 1 13.80' NAVD • �._.AUGERCAST PILE (BEYOND) J SCALE 3/4"=1'-0" CONCRETE COLUMN (BEYOND) I 1 STRUCTURAL SLAB, SEE PLAN FOR THICKNESS AND REINF FIRST FLOOR 16.00' NAVD ? GRADE BEAM, SEE PLAN BASE FLOOD ELEAVATION 14.00' NAVD \ BREAKING WAVE CREST h 13.80' NAV0 [.-.AUGERCAST PILE I,_ (BEYOND) SCALE 3/4"=1'-0" MASONRY WALL STRUCTURAL SLAB, SEE PLAN FOR THICKNESS AND REINF �3" STEP-L SLOPE FINISHED SEE PLAN ____ _�- GRADE BEAM (BEYOND) AUGERCAST PILE (BEYOND) MASONRY WALL TOP OF TIE BEAM `f 28, 67' NAVD 8%16" CONCRETE TIE BEAM REINF W/ (2) #5_ TOP AND BOTT & #3 STIRRUPS ® 18" OC RAILING (BY OTHERS) #5 AT 12" OC CROSSWISE #5 ® 10" OC, TOP AND BOTT SCALE 3/4"=1'-0" i MASONRY WALL 1�(BEYOND) I 0 STRUCTURAL SLAB, SEE PLAN FOR THICKNESS AND REINF FIRST FLOOR 16.00' NAVD GRADE BEAM, z SEE PLAN •� BASE FLOOD ELEAVAT/ON 14.00' NAVD \ BREAKING WAVE CREST 13.80' NAVD 1,.AUGERCAST PILE (BEYOND) SCALE 3/4"=1'-0" SCALE 3/4"=1'-0" LLV 3x5xY4 CONT FASTENED �W/ W" HILIT KWIK BOLT 3 / (MIN 4$" EMBED) ® 24" OC / METAL DECK, SEE PLAN DRILL AND EPDXY MID BARS INTO MASONRY (MIN 5" EMBED) ASONRY STEEL JOIST, SEE PLAN CEILING is STRUCTURAL SLAB, SEE PLAN FOR THICKNESS AND REINF RAILING (BY OTHERS) MASONRY WALL STRUCTURAL SLAB, r SEE PLAN FOR THICKNESS AND REINF FINISHED y FIRST FLOOR GRADE 16.00' NAVD N z GRADE BEAM, SEE PLAN •� BASE FLOOD ELEAVATION 14.00' NAVD BREAKING WAVE CREST 13.80' NAVD _ —(BEYOND) PILE l _ y (BEYOND) D SCALE 3/4"=1'-0" STRUCTURAL SLAB, SEE PLAN FOR THICKNESS AND REINF FIRST FLOOR 16.00' NAVD 7GRADE BEAM, • SEE PLAN BASE FLOOD ELEAVATION 14.00' NAVD -- BREAKING WAVE CREST 13.80' NAVD h AUGERCAST PILE <_ (BEYOND) 'LUU1rc SLOPE Li NAVD 28.75' NAVD TOP OF SLAB , 28.5Y 0' NAVD STRUCTURAL SLAB,, SEE PLAN FOR #4 0 EA NOSING THICKNESS AND REINF #5 ® 10" OC, TOP AND BOTT #5 AT 12" OC CROSSWISE SCALE 3/4"=1'-0" SECOND FLOOR 29.00' NAVD SEE ARCHITECTURAL DRAWINGS FOR RISER AND STEP DIMENSIONS �#4 ® EA NOSING MASONRY WALL STRUCTURAL SLAB, /-SEE PLAN FOR THICKNESS AND REINF FINISHED FIRST FLOOR GRADE 16.00' NAVD N GRADE BEAM, z SEE PLAN • BASE FLOOD ELEAVAT/ON 14.00' NAVD BREAKING WAVE CREST 13.80' NAVD I •. AUGERCAST PILE (BEYOND) E SCALE 3/4"=1'-0" STRUCTURAL SLAB, SEE PLAN FOR THICKNESS AND REINF FIRST FLOOR SLOPE 16.00' NAVD CONCRETE STAIR 15.67' NAVD ON GRADE, SEE TYPICAL DETAIL /7GRADE BEAM, PAVER SEE PLAN WALKWAY r, BASE FLOOD ELEAVATION� 14.00' NAVD BREAKING WAVE CREST 13.80' NAVD ��AUGERCAST PILE l' /= (BEYOND) H SCALE 3/4"=1'-0" RAILING (BY OTHERS) VARIES SEE PLAN TOP OF SLAB / 28.50' NAVD STRUCTURAL SLAB, SEE PLAN FOR THICKNESS AND REINF CONCRETE BEAM, SEE PLAN SCALE 3/4"=1'-0" LLV 3x5xY4 CONT FASTENED W/ %- HILIT KWIK BOLT 3 (MIN 4N' EMBED) ® 24" OC METAL DECK, SEE PLAN SECOND U Z J �o 0) J z Eli (N `N Q Q0) X a 0 a) Zi zt LL 0 Q ��U2 co co W o W J o CO Q O ZooW z � Zo> LU v J L N ,- rn O ,,x W 20Luo W g¢�= J coN W Z U' o �r Q J u- U m u- W QU� N 04 Y 5�) J ¢� _ ZN ` T W U r V) Z O U LJ N 0 (n O ry U 29.00 NAVD O w 0 a a STEEL JOIST, LZ,3 Q SEE PLAN O � CEILING MASONRY WALL (BEYOND) I W w = Lj cn Z a = cr 0 W_ CK t� � H 0_ Z Z Of W Z 0 0 O O O a O Ld o N U) CD 0 IL 0 ENGINEER CERIIFICA7101 ❑ JOSEPH A SCHULKE FL. REG. NO. 47048 ❑JODAH B. BITILE FL REG. NO' 57386 ANffSTODDA FL REUGC iU DATE: SHEET I S3.2 PROJECT NO. r1 iln r 17-088 I RAILING (BY OTHERS) - MASONRY ,� LLV 3x5xY4 CONT FASTENED MASONRY LLV 3x5xY4 CONT FASTENED MASONRY WALL - -W/ %" HILIT KWIK BOLT 3 WALL WALL-�._'.. - W/ HILIT KWIK BOLT 3 OC (MIN 4Y2- EMBED) 0 24" OC = LLV 2Y2x4xY4 CONT - _ (MIN 4Yt" EMBED 0 24" LLV 3x5xY4 CONT FASTENED METAL DECK, HILIT KWIK BOLT 3 METAL DECK, METAL DECK, (MIN 4Yt" EMBED) 0 24" OC SEE PLAN SEE PLAN = -- -._- -. .... ._._ ......- - LLV 2Y2CONT --- -- --- --- SECOND FLOOR ' _- SECOND FLOORS .l F ' • `. 29.00' NAVD • , a SE29.00' FNAUD 29.00' NAVD b • ..: , ; ' . ° , . .. TOP OF T/E BEAM -' TOP OF TIE BEAM _ TOP OF TIE BEAM 28.75' NAVD TOP O NAVD 2B.67' NAVD Y 28.67' NAVD TYPE A EMBE TOP OF BEAM SEE SC HED STEEL JOIST, 28.50' NAVD STEEL JOIST, 8"x16" CONCRETE TIE 8"xi6" CONCRETE TIE SEE PLAN BEAM CONCRETE TIE 8"xi6" CONCRETE TIE SEE PLAN BEAM REINF O & #5 BEAM REINF W/ (2) #5 BEAM REINF W/ (2) #5 BEAM REINF O & #5 TOP AND BOTT & #3 TOP AND BOTT & #3 TOP AND BOTT & #3 STEEL JOIST, STIRRUPS 0 18" OC STIRRUPS TOP 0 18" OC STIRRUPS 0 18" OC STIRRUPS 0 18" OC _ SEE PLAN - - - _ F-AFTER CEILING CEILING CONC SEE PLAN RETE BEAM,_ CEILING PROVIDE POCKET IN BEAM AS SONRY MASONRY MASWARL -. JOISTISKINSTALLEDUT MASWARLT WAALLWALL-� SCALE 3/4"=1'-O" \,,J SCALE 3/4"=1'-O" CONCRETE WALL, SEE PLAN SCALE 3/4"=l'-O" I MASONRY COLUMN ��(BEYOND) METAL DECK, SEE PLAN SLOPE _TYPE A EMBE SEE SCHED 7N .. STEEL JOIST, SEE PLAN PROVIDE POCKET IN BEAM AS CEILING REQUIRED. PACK W/ GROUT AFTER JOIST IS INSTALLED CONCRETE COLUMN I,�-- (BEYOND) I i DOOR MASONRY WALL (BEYOND) POUR CONCRETE REINF W/ #4 CONT FOR MASONRY BEARING. METAL DECK, LLV 2Y2x4xY4 CONT- DEEP SHOE SEE PLAN 2" STEP SECOND FLOOR 29.00' NAVD $ TOP OF BEAM 28.29' NAVD STEEL JOIST, SEE PLAN SCALE 3/4"=1'-0" STEEL BEAM, SEE PLAN 2" MIN 4"t i-(2) #5 CONT TOP OF MASONRI'k 31.67 NAVD (1) COURSE OF 8" - MASONRY U-BLOCK REINF W/ #5, FULLY GROUTED RAILING MASONRY - (BY OTHERS) MASONRY LLV 3x5xY4 CONT FASTENED MASONRY WALL.- - W/;y" HILIT KWIK BOLT 3 WALL C (MIN 4N2" EMBED) 0 24" OC LLV 2Y2x4xY4 CONT LLV 3x5xY4 CONT FASTENED - - LLV 2Y2x4xY4 CONT W/ W HILIT KWIK BOLT 3 METAL DECK, (MIN 4X" EMBED) 0 24" OC METAL DECK, METAL DECK, SEE PLAN SEE PLAN =, SEE PLAN METAL DECK, METAL DECK, i _ - - - — SECOND FL00R� SEE PLAN SECOND FLOOR, SEE PLAN _ -- -- ND FLOOR 29.00 NAVD 29.00' NAVD Y VARIES 29.00' NAVD VARIES A SECOND FLOOR BEA S TOP OF TIE BEAM SECOND FLOOR TOP OF TIE BEAM SEE PLAN TOP OF M� 28.67' NAVD SEE PLAN P 28.67' NAVD 28.67' NAVD TYPE A EMBED, TYPE A EMBED, TOP OF BEAM SEE SCHEDULE SEE SCHEDULE 28.50' NAVD STEEL JOIST, STEEL JOIST, SEE PLAN STEEL JOIST, SEE PLAN STEEL JOIST, SEE PLAN STEEL JOIST, SEE PLAN JLSEE PLAN J L IT, CONCRETE BEAM, •• � CONCRETE BEAM, •• SEE PLAN CONCRETE BEAM, ----_--- I� SEE PLAN • . 7CEILING - SEE PLAN CEILING CEILING CEILING k= - 8"x16" CONCRETE TIE PROVIDE POCKET IN BEAM AS PROVIDE POCKET IN BEAM AS 2� REQUIRED. PACK W/ GROUT WALL��- - TTOPMANDI BOTT/&2#3#5 REQUIRED. PACK ST GROUT MASONRY AFTER JOIST IS INSTALLED AFTER JOIST IS INSTALLED - STIRRUPS 0 18" OC MASONRY WALL (BEYOND) CONCRETE COLUMN II (BEYOND) • CONCRETE WALL, SEE PLAN � � - I I E F SCALE 3/4"=1'-0" G SCALE 3/4"=1'-0" H SCALE 3/4"=1'-0" SCALE 3/4"=1'-0" LLV 2Y2x4xYa CONT METAL DECK, SEE PLAN NO FLOOR ---- 0' NAVD OF STEEL 9' NAVD DEEP SHOE STEEL JOIST, SEE PLAN SCALE 3/4"=1'-O" CONTRACTOR TO COORDINATE RECESS FOR DOOR TRACK #4 CONT „STEP METAL DECK, SLOPE SEE PLAN STEEL BEAM, SEE PLAN STEEL JOIST, SEE PLAN LLV 2Y2x4xY4 CONT METAL DECK, SEE PLAN iECOND FLOOR TOP OF STEEL 28.46' NAVD 4"x5"xY2" THICK - STEEL JOIST, BEARING PLATE SEE PLANS CEILING- I STEEL SEE SCALE 3/4"=1'-O" MASONRY WALL WELDABLE 1-z-REBAR POUR CONCRETE REINF W/ #4 CONT FOR MASONRY BEARING �2„ STE� METAL DECK, SLOPE SEE PLAN 1 4" `s \.STEEL JOIST, SEE PLAN THICK PLATE -FENERS 0 12" OC RAILING (BY OTHERS) LLV 02x3xY4- CONT 28.75' NAVD TOP OF BEAM 28.50' NAVD CONCRETE BEAM, SEE PLAN CONCRETE COLUMN (BEYOND) I SLOP TYPE A EMBEW SCALE 3/4"=1'-O" METAL DECK, SEE PLAN SECOND FLOOR 29.00' NAVD \-STEEL JOIST, SEE PLAN CEILING PROVIDE POCKET IN BEAM AS REQUIRED. PACK W/ GROUT AFTER JOIST IS INSTALLED ( METAL DECK, 2) #4 CONT SEE PLAN LLV 2Y2x4xY4 CONT STEP VARIES, METAL DECK, S ECOND FLOOR - - - SEE PLAN SEE PLAN 29.00' NAVD _ VARIES STOP OF�STEEL 28.2Y 9' NAVD STEEL JOIST,' SEE PLAN HSS 4Y2x4XXX" BLOCKING M SCALE 3/4"=1'-0" SEE PLAN HSS 2&2Y2xY4" BLOCKING STEEL JOIST, SEE PLAN CEILING STEEL BEAM, SEE PLAN 00 lk Ale U J Z r l a �0 � L aa) Q L4 O N LL N Sco Z W < C) - J • O m Q a Z 0 UJ ~ zz uj U) gIt o> ����tt �N�co Z o (DW W o D H^ W J Z p t=N Lail N �� <-j zt U m ILL Z W � � LU .J a p Z CV y IW ' II- LU -~ U O I— U Ld 0 O U O L� LI W a z 0 DO co Q LLi LLJ 2 L z a 0 w_ �z z z U O OLi p O O O � o O O_ O a SEER CERTIFlCATION ❑JOSEPH W. SCHUDKE FL REG. NO. 47048 ❑JODAH B. BITR.E Fl_ REG.NO. 57396 AN P. STODDARD REG. NO, 57605 UG2- DATE: SHEET S3.3 PROJECT NO. 17-088 MASONRY — -- WALL PROVIDE POCKET IN BEAM AS - - LLV 2N2x4xY4 CONT REQUIRED. PACK W/ GROUT AFTER JOIST IS INSTALLED PROVIDE POCKET IN BEAM AS METAL DECK, REQUIRED. PACK W/ GROUT =— SEE PLAN AFTER JOIST IS INSTALLED = — TOP OF BEAMS 28.67' NAVD TOP CHORD CONCRETE BEAM, --,---,SEE EXTENSION, SEE PLAN PLAN LLV 2Yyc4xY4 TYPE A EMBED, TYPE A EMBED, STEEL JOIST, LLV 2Yy 4xY4 METAL DECK, CONT SEE SCHEDULE .. SEE SCHEDULE SEE PLAN CONT SEE PLAN TYPE F EMBED, SEE SCHEDULE 26:8T NAVD CONCRETE BEAM, TOP OFNAVD HSS •• SEE PLAN 26.54' CEILING TUBE STEEL, SEE PLAN PRE —FABRICATED METAL STAIR (BY OTHERS) OF RE BEAM 5' NAVD I- MASONRY WALL L 45xY4 CONT FASTENED W/ %" HILIT KWIK BOLT 3 (MIN 4Yz" EMBED) 0 24" OC OPEN�� TO �-'BELOW TOP OF RE BEAM Y 28.67' NAVD 8"x16" CONCRETE TIE BEAM REINF W/ (2) #5� TOP AND BOTT & #3 STIRRUPS 0 18" OC MASONRY WALL LLV 3x5xY4 CONT FASTENED W/ W HILIT KWIK BOLT 3 (MIN W EMBED) 0 24" OC 8"0 9" CONCRETE TIE BEAM REINF W/ (2) #5 TOP AND BOTT & #3 STIRRUPS 0 18" OC SCALE 3/4"=1°-0" J SCALE 3/4"=1'-0" TOP CHORD JOIST EXTENSION, SEE PLAN METAL DECK, /—SEE PLAN CONCRETE BEAM, SEE PLAN BEARING WALL LLV 3404 CONT FASTENED W/ %" HILIT KWIK BOLT 3 (MIN Or EMBED) 0 24" OC CONCRETE BEAM, SEE PLAN METAL DECK, SEE PLAN STEEL JOIST, SEE PLAN NAVD TOP OF HSS }� 26.54' NAVD STEEL, SHOWER RECESS SECOND FLOOf 29.00' NAVD STEEL JOIST, SEE PLAN RAILING SPIRAL STAIR FRAME (BY OTHERS) (BEYOND) LLV 21¢x4xY4_ CONT CANTILEVER TUBE STEEL, SEE PLAN STEEL BEAM, SEE PLAN RAILING (BY OTHERS) STAIR ,,OPENING METAL DECK, SEE PLAN LLV CONT_- TUBE ' SEE STEEL BEAM, SEE PLAN SCALE 3/4"=1'-0" RAILING (BY OTHERS) - STAIR �_�—OPENING LLV 2y2x4x)4 CONT_--�, HSS 2Xx2YzxY4" BLOCKING STEEL SEE STEEL BEAM, SEE PLAN RAILING (BY OTHERS) OPEN TO ELOW _LLV 2&44 SECOND FLOOR CONT 29.00' NAVD TOP OF STEEL J, 28.46' NAVD L BEAM, PLAN METAL DECK, —SEE PLAN STEEL JOIST, SEE PLAN L 2hx2hxY4 MISC STEEL BRACING 0 2'-0" OC 29.00' NAVD TOP OF STEE OPENTO �- BELOW SECON� 29.00' NAVD TOP OF STEEL }� 28.4 B' NAB SCALE 3/4"=1'-0" (BY OTHERS) MASONRY WALL eTON �- OPEN ELEVATOR' —BELOW TO f— OPENING �� BELOW METAL DECK, SEE PLAN LLV 2Y2x4xY4 LLV 2Y1x4xY4 SECOND FLOORh Ah SECOND FLOOR CONT $ ' CONT 2900' NAVD Y 29.00' NAVD TOP OF STEEL _TOP OF STEEL 28.46' NAVD Y 28.46' NAVD WELDABLE TUBE STEEL, REBAR SEE PLAN STEEL BEAM,J CEILING STEEL BEAM, SEE PLAN SEE PLAN SCALE 3/4"=1'-0" r--Y r TUBE STEEL (BEYOND) (2) PAIRS L MISC STEEL SPIRAL STAIR FRAME 8"xl6"x%7 THICK FASTEN BASE PLATE STEEL PLATE TO STEEL BEAM W/ METAL DECK, (4) %- BOLTS 1'-4" SEE PLAN SECOND FLOOR 29.00' NAVD TOP OF STEEL 28.46' NAVD TUBE STEEL, / II/ PLATE SIFFENERS SEE PLAN -Try(///I�If STEEL SEE SPIRAL STAIR FRAME FASTEN BASE PLATE TO STEEL BEAM W/ METAL DECK, (4) )'4" BOLTS SEE PLAN SECOND FLOOR 29.00' NAVD TOP OF STEEL 28.46' NAVD 8" 8"x16"x)'4" THICK STEEL PLATE STEEL BEAM,—/ Ut SEE PLAN (2) Nz" THICK PLATE SIFFENERS SCALE 3/4"=1'-0" �#4 CONT LLV 2&44 METAL DECK, //_CONT SEE PLAN VARIES 'F SEE PLAN STEEL JOIST, SEE PLAN L BEAM, `-CEILING PLAN TOP OF STEEL h 39.00' NAVD Y AM, :OLUMN, (N _SECOND FLOOR }k 29.00' NAVD PLATE, SCHEDULE TUBE STEEL, SEE PLAN O LL] a a w " � m Q (nuj W 3 F CDW ZO = W L- a � Q 0 E L) Z C) O P, O O D V) cn O a O w a. ENGINEER CERMCATION p:JOSEPH A SCHUU(E FL REG. NO. 47048 4 ❑"AH B. SITU qs 'A FIL REG. N0. 57396 S qq UJAM P. STODDARD �nAa R N0.: 57BO5 ATE: T ° SHEET cq A SCALE 3/4"=1°-0" H SCALE 3/4"=1'-0" J SCALE 3/4"=1'-0" SCALE 3/4"=1'-0" PROJECT NO. v 17-088 e oPY LLV 2YZx4xY4 CONT METAL DECK, SEE PLAN FLOOR NAVD 77E BEAM NAVD YPE A EMBED, _ STEEL JOIST,-/ SEE PLAN PROVIDE POCKET IN BEAM AS J REQUIRED. PACK W/ GROUT AFTER JOIST IS INSTALLED MASONRY WALL SCALE 3/4"=1'-O" SEE PLAN FOR ROOF SHEATHING FASTENING REQUIREMENTS 12 7 Fl;�"" SEE SCHEDULE FOR TRUSS FASTENING SEE TYPICAL DETAIL FOR OVERHANG MASONRY WALL SCALE 3/4"=1'-O" SEE SCHEDULE TRUSS FASTE SEE TYPICAL DETAIL/ FOR OVERHANG 8"06" CONCRETE TIE BEAM REINF W/ (2) #5_ TOP AND BOTT & #3 STIRRUPS 0 18" OC MASONRY WALL 44" IPE FASTENED W/ CAMO HIDDEN DECK FASTENING SYSTEM FASTEN EA JOIST W/ -SIMPSON HGAM10KTA ® 24" OC METAL DECK, SEE PLAN WOOD JOISTS, /-SEE PLAN VARIES e SEE PLAN STEEL JOIST, 'SEE PLAN LLV 3x5xY4 CONT FASTENED W/ %" HILIT KWIK BOLT 3 (MIN 4h EMBED) 0 24" OC 8"xi6" CONCRETE TIE CEILING BEAM REINF W/ (2) #5 TOP AND BOTT & #3 STIRRUPS 0 18" OC PRE-ENGINEERED ROOF TRUSSES (DESIGNED BY OTHERS) TOP OF WALL 31.00' NAVD 8"06" CONCRETE TIE BEAM REINF W/ (2) #5 TOP AND BOTT & #3 STIRRUPS O 18" OC SEE PLAN FOR ROOF SHEATHING FASTENING REQUIREMENTS PRE-ENGINEERED ROOF TRUSSES (DESIGNED BY OTHERS) SCALE 3/4"=1'-0'" ALUMINUM SUNS( SEE ARCH RAILING (BY OTHERS) CURB REINF W/ (3) #5 CONT SECO� 29.00' NAVD TOP OF CURB 28.58' NAVD 28.33' NAVD TOP OF TIE BEAM 27.79' NAVD COLD JOINT 8"x21Yt" CONCRETE TIE BEAM REINF W/ (2) #5 TOP AND BOTT & #3 STIRRUPS 0 18" OC SCALE 3/4"=1'-0" SEE SCHEDULE TRUSS FASTE SEE TYPICAL DETAIL) FOR OVERHANG (2) ADD'N #5 MID CONCRETE BEAM,. SEE PLAN (3) ADD'N #5 MID BOTT SLOPE _- TYPE A EMBED, SEE SCHEDULE WOOD DECKING, SEE PLAN METAL DECK, SEE PLAN Zf- 70P OF DECK 28.96' NAVD WOOD JOISTS, SEE PLAN FASTEN EA JOIST W/ ±_�SIMPSON HGAM10KTA ® 24" OC 2X BLOCKING BETWEEN JOISTS STEEL JOIST, -SEE PLAN CEILING PROVIDE SCUPPERS FOR DRAINAGE SECOND FLOOR 29.0 NAVD TOP OF CURB 28.58' NAVD 28.12' NAVD TOP OF 77E BEAM " 27.58' NAVD COLD JOINT 8"09" CONCRETE TIE BEAM REINF W/ (2) #5 TOP AND BOTT & #3 STIRRUPS Q 18" OC RAILING (BY OTHERS) CURB REINF W/ 2X BLOCKING (3) #5 CONT BETWEEN JOISTS J METAL DECK, LLV 2Y2x4xY4 SEE PLAN CONT L 7 SLOPE TYPE A EMBED, SEE SCHEDULE WALL SCALE 3/4"=1'-O" STEEL JOIST, SEE PLAN FASTEN EA JOIST W/ -SIMPSON HGAM10KTA 0 24" OC WOOD DECKING, SEE PLAN TOP OF DECK 26.96' NAVD WOOD JOISTS, SEE PLAN CEILING SEE PLAN FOR ROOF SHEATHING FASTENING REQUIREMENTS 12 7 (DESIGNED CONCRETE SEE LLV 3x5xY4 CONT FASTENED W/ %" HILIT KWIK BOLT 3 (MIN 4r EMBED) 0 24" OC SCALE 3/4"=1'-O" SEE PLAN FOR ROOF SEE PLAN FOR ROOF SEE PLAN FOR ROOF SHEATHING FASTENING SHEATHING FASTENING SHEATHING FASTENING REQUIREMENTS REQUIREMENTS REQUIREMENTS 12 12 12 7 7 7 F PRE-ENGINEERED ROOF TRUSSES PRE-ENGINEERED ROOF TRUSSES (DESIGNED BY OTHERS) SEE SCHEDULE FOR (DESIGNED BY OTHERS) SEE SCHEDULE FOR TRUSS FASTENINGS TRUSS FASTENING SCALE 3/4"=1'-0" 12 SEE SCHEDULE FOR 3 TRUSS FASTENING 28. 0� 28.00' NAVD SEE TYPICAL DETAIL FOR OVERHANG 8"x16" CONCRETE TIE Jol�BEAM REINF W/ (2) #5 TOP AND BOTT & #3 STIRRUPS ® 18" OC MASONRY WALL TOP OF WALL 31.00' NAVD TOP BARS ALUMINUM SUNS( SEE ARCH I I CONCRETE COLUMN (BEYOND) SEE TYPICAL DE FOR OVERH MASONRY WALL SCALE 3/4"=1'-0" 8"02" CONCRETE TIE BEAM REINF W/ (2) #5 TOP, MID AND BOTT & #3 STIRRUPS 0 18" OC 28.00' NAVD SEE TYPICAL DETAIL FOR OVERHANG CONCRETE SEE SCHEDULE FOR tS FASTENING \ ICI TOP OF BEAM �y 31.00' NAVD TYPICAL DETAIL OVERHANG SE90 METAL DECK, 2.0' NAVD SEE PLAN VARIES }� SEE PLAN STEEL JOIST, SEE PLAN CEILING PRE-ENGINEERED ROOF TRUSSES (DESIGNED BY OTHERS) I I MASONRY WALL (BEYOND) I I I I SCALE 3/4"=1'-0" NAVD " U z J (o 0)" • J a 04 y co a0) oa Q w Q� c 04) QOcoLL ceclo=O Qo W ¢UQ c J W a CD O z0� z UJ Zt LU /� VJ o > N rrn O d ��( W Z 0 N W SaEz U =WO L U) N LJ f W Z > n C Ja 0]LL M W 2 L3 LL V w W N Y �0) J Q� _ zN h J \ U �~ MASONRY WALL SEE PLAN FOR ROOF SHEATHING FASTENING REQUIREMENTS (2) 2x6 PT LEDGER, FASTEN TOP CHORD OF TRUSS TO LEDGER FASTENED W/ Y4"x3Y'a" TAPCONS SPACED 12" OC 12 Ld W/ SIMPSON A23 - LLV 3x5xY4 CONT FASTENED 7 Z w Q C W/ 36" HILIT KW1K BOLT 3 Lo Q SEE PLAN FOR ROOF CRICKET BY (MIN 4)V EMBED) ® 24" OC PRE-ENGINEERED ROOF TRUSSES u 3 SHEATHING FASTENING REQUIREMENTS CARPENTER SEE SCHEDULE FOR (DESIGNED BY OTHERS) = Lj METAL DECK, TRUSS FASTENING Z a SEE PLAN UJ SEE SCHEDULE FOR 12 ' SECOND FLOOR Of ` H 0_ Z TRUSS FASTENING 3 29.00' NAVD Z � I - O PRE -ENGINEERED ROOF TRUSSES Lg z (DESIGNED BY OTHERS) TOP OF TIE BEAM 0 rw�i O 28.6T NAVD O W O TOP OF�WALL 8"x16" CONCRETE TIE TOP OF WALL 28.00' NAVD LU E� Q 28Y ,_00' NAVDU. SEE PLAN FOR BEAM REINF W/ (2) #5 a0 SEE TYPICAL DETAIL FOR OVERHANG TRUSS FASTENING TOP AND BOTT & #3 STIRRUPS ® 18" OC SEE TYPICAL DETAIL 8"xi6" CONCRETE TIE � IL FOR OVERHANG BEAM REINF W/ (2) #5 TOP AND BOTT & #3 CONCRETE 8"x16" CONCRETE TIE • STIRRUPS 0 18" OC BEAM REINF (2) #5 LwffER CERTIFlCATION -L7JOSEPH-W. SWUDCE TOP AND BOTT & #3 CEILING C CEILING `' R - STIRRUPS 0 18" OC FL-REG. NO. 47048 (2) 2xB PT LEDGER FASTENED W/ (2) ROWS •V" DIA J-BOLTS (MIN - a ❑J"AH B. MTTLE fL W. NO. 57396 MASONRY _ 5" EMBED) ® 24" OC STAGGERED MASONRY MASONRY " �,� 'FL EO.PNO. 5ODARD 760 WALL 73 WALL WALL G a, L U B - a > DATE: SHEET S3.5 K L SCALE 3/4"=1'-0" SCALE 3/4"=1'-O" PROJ CT NO. 17-088 V AC\l'�,) 00 n O S U U V Q Q Q C K K ..T w d a a 21.00 21.00 - w� Y T W ¢ r N V) 13.75 „o C fN TOW �. o 21.00 18.75v �� 2 W d a w 2 yy TRANSFORMER F s w o x U¢ ��.... TOWS o cO O U V1 0 1�5 , �ww O3ms�w PROPOSED �..w=LLNaww ZI f GARAGE � 61 oN Fbo T W �'. -r,.00�` o� � �5 Z3ff QQQ 16.00 Q wo 9wwu c> �"a QQ �n33��v,3w�u� TOW 1dTOW 13.75 13.75 7i, 1, 1so0 Qoo Q . PROPOSED QQQ U O E GARAGE QQQ rn 0 \: TOW N N W co N '! 16.00 J Q Q) Q m TOW (J` - 0.n 16.00� N TOW 2 ILL 14.10 ' SWIMMING Q Q _ _o 00 POOL TO C� z 0 v¢ P TWA ( 13.75 W0WJ ;. 21.00 TOW _ �. Q 0 m Q T',� TO 16.00 _i 0 Z 0 0 W TOC / 1410 , 16.00 "�t 'figS Z z W 1 s oo PROPOSED SINGLE ` To J QL v TO FAMILYRESIDENCE ;' �.- 1 13.75 O6 0 `~ 1 0 T 1900.;i,� Z A + :' ���r 14.10 _ �:.` 3 TOW �`* TOW �13.75 -er .�.^'�"_ Z 0 (A cV 3.75 ngn Xz� I... Z V? W O Sl O. r, 22.0TOW ri ururun � M Z L) ED LL v� 6JJ L� 21.00 1TOW6 00 .,, \�� Oi{�. T W J w W16.00 N '1' >N TOW W q 21.00 T ' TOW �\ ' 13.75 ~ Z 0) 14.10 TOW 16.00 fit. y��� � Q 14.10 Z ti xA TOW 13.75 14.10 13,75 !� Z . \« Q ,. TOW ba Tow cr- w 14.10 rats '� 13.75 TOW V) TOW 13.75 16.00 U I 154 �G 21 00 TOW O L� W U W Q V)Li Q IJi �j � C U WALL LEGEND _ p = w ^(7 [J%Z?1Z7/1%%ZZjj SITE/RETAINING WALL, SEE DETAIL A/S5.2 Z �' a z 0 w 3`��kXX�C>QOd003�` SITE/RETAINING WALL, SEE DETAIL B/55.2 0 z .�+ O p SITE/RETAINING WALL, SEE DETAIL C/S5.2 = _ Ld EW O r0 N U raar a SITE/RETAINING WALL, SEE DETAIL D/55.2 O EL O SITE/RETAINING WALL, SEE DETAIL E/S5.2 0- SITE/RETAINING WALL, SEE DETAIL F/S5.2 - Yl KC } {?i1, 0 SITE RETAINING WALL, SEE DETAIL G S5.2 North fN EER CER71FlCA770N / / T ' , ® PH W. SCHULKE " y�Yr � REG. NO. 47048 FJ3!l37tf33Fl3IFl3flttFf3i SITE/RETAINING WALL, SEE DETAIL H/55.2 ❑MAH B. ®IT1LE �+ �a FL,REG.. NO. 57396 .'.'I SITE/RETAINING WALL, SEE DETAIL J/S5.2 GRAPHIC SCALE .,WAiol P. STODDARO SITE/RETAINING WALL, SEE DETAIL K/55.2 10 RED No. 57605 0 5 �o zo �� MASONRY COLUMN, SEE DETAIL L/S5,2 u• ( IN FEET) w SHEET 1 inch = 10 ft. S5.1 PROJECT NO. 17-088