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HomeMy WebLinkAboutrevision plansr ora o(o A 4845 WAT RSONG WAY FORT PIEKCE, FLORIDA 34949 PERMIT SET: DECEMBER 23RD, 2020 REVISION 1: FEBRUARY 21ST, 2021 REVISION 2: JUNE 1ST, 2021 (OWNER CHANGES) REVISION 3: JULY 11TH, 2021 BUILDING DEPARTMENT COMMENTS REVISION 4: SEPTEMBER 17TH, 2021 BUILDING DEPARTMENT COMMENTS REVISION 5: OCTOBER 11TH, 2021 (OWNER CHANGES) • ARCHITECT BURGOS LANZA & ASSOCIATES 1248 S ALHAMBRA CIRCLE CORAL GABLES, FL 33146 (786) 554-9035 PBURGOS©BURGOSLANZA.COM BURGOS LANZA ARCHITECTS & PLANNERS AIA 38052598 INDEX OF DRAWINGS ARCHITECTURAL SHEET NO. DESCRIPTION AO.00 COVER SHEET & INDEX A1.00 SITE PLAN A1.01 GENERAL NOTES A1.02 NOTES AND DIAGRAMS A2.00 PROPOSED GROUND FLOOR PLAN A2.01 PROPOSED SECOND & THIRD FLOOR PLAN A2.02 PROPOSED ROOF PLAN A3.00 PROPOSED ELEVATIONS A3.01 PROPOSED ELEVATIONS A4.00 PROPOSED SECTIONS A4.01 PROPOSED SECTIONS A5.00 DETAILS A6.00 BLOWUP STAIR LANDSCAPE SHEET NO. DESCRIPTION 1-1.00 LANDSCAPE PLAN SHEET NO. DESCRIPTION E1.00 ELECTRICAL NOTES E1.01 ELECTRICAL FLOOR PLANS M1.00 MECHANICAL DETAILS M1.01 MECHANICAL FLOOR PLANS P1.01 PLUMBING FLOOR PLANS P1.02 SANITARY FLOOR PLANS STRUCTURAL SHEET NO. DESCRIPTION S1.01 PILE & GRADE BEAM PLAN S1.02 GROUND FLOOR STRUCTURAL PLAN S1.03 SECOND & THIRD FRAMING PLAN S1.04 ROOF FRAMING PLAN SCOPE OF WORK: PROPOSED RESIDENCE. CODE USED: FBC 2017 6TH EDITION. RE IEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC C0 REVISI REVISIONS: REV. REV. ISSUE 1 BDC 02 21 21 2 OWNER CHANGES 06 O1 21 BDC 07 11 21 4 BDC 09/17/21 OWNER CHANGES 10 11/21 2019 (� a a v a v Qc W U V av mom � V�- M O U d $'o U f dSdeM N �� a� d 1[) F a 3 M o a� �Qe� z4 aQ G.�oa ocn a �v i.co X2 M 1 S0 �;)c r-as 03 AIL W v O F�=SI a a a O J JQ W V H C N a < C arc Upa ci 0 N .� aFa d oa � amp za I� d 5Z, Q m24 d pwC Q pQ m<u Q u o � V �a- aw OF of u DATE 11/20/2020 DRAWN CR SCALE AS -SHOWN COVER SHEET & INDEX A0.00 r-0 c 1. THE CONTRACTOR IS TO VISIT THE SITE AND VERIFY ALL EXISTING BUILDING AND SITE CONDITIONS, SHOULD ANY DISCREPANCIES BE ENCOUNTERED, THE ARCHITECT/ENGINEER SHOULD BE NOTIFIED IN WRITING 7 DAYS PRIOR TO SUBMITTING HIS BID. 2. THE CONTRACTOR IS TO ACQUIRE ALL REQUIRED PERMITS FOR THE DEMOLITION, CONSTRUCTION AND OCCUPANCY OF THE PROJECT. 3. ALL WORK DONE UNDER THE SUPERVISION OF THE CONTRACTOR SHALL BE IN A NEAT AND WORKMAN -LIKE MANNER AND IN ACCORDANCE WITH ALL GOVERNING AGENCIES, RULES AND REGULATIONS HAVING JURISDICTION. 4. THE CONTRACTOR IS TO PROVIDE ALL THE SUPPLEMENTARY MATERIALS REQUIRED TO PROPERLY INSTALL, SUPPORT, BRACE AND SHORE ALL BUILDING COMPONENTS WITHIN THE SCOPE OF THE PROJECT. 5. THE CONTRACTOR COORDINATE AND SCHEDULE THE WORK OF ALL TRADES TO INSURE THE WORK IS C OMPLETED IN A TIMELY MANNER, COMPLYING WITH THE OWNER/CONTRACTOR AGREEMENT. 6. THE CONTRACTOR SHALL PROVIDE AN ON SITE DUMPSTTR IN A LOCATION APPROVED BY THE OWNER F OR THE DISPOSAL OF REMOVED MATERIAL THE DUMPSTER SHALL BE EMPTIED AT APPROPRIATE INTERVALS TO PREVENT OVERFLOW AND UNSIGHTLY CONDITIONS. 7. GENERAL CONTRACTOR SHALL SUBMIT A SCHEDULE FOR DEMOUTION AND CONSTRUCTION PROCEDURES AND OPERATIONAL SEQUENCE FOR REVIEW AND ACCEPTANCE BY THE ARCHITECT/ENGINEER. 8. THE CONTRACTOR SHALL N011FY THE ARCHITECT/ENGINEER IMMEDIATELY IF ANY DISCREPANCIES ARE ENCOUNTERED BETWEEN THE DRAWINGS AND THE FIELD CONDITIONS. ANY DISCREPANCIEL SHALL BE RESOLVED BY ARCHITECT/ENGINEER PRIOR T PROCEEDING WITH THE WORK. 9. THE CONTRACTOR SWUl BE RESPONSIBLE FOR THE PROTECTION OF HIS WORK, INCLUDING, BUT NO LIMITED TO VANDALISM, THEFT, ETC. 10. THE CONTRACTOR SHALL PROVIDE THE ARCHITECT WITH RED-UNED AS -BUILT DRAWINGS FOR ANY AND ALL FIELD CHANGES AND/OR ADDITIONS TO THE WORK INCLUDED IN THE DRAWINGS. 11. THE CONTRACTOR SHALL PROVIDE AN ITEMIZED COST BREAKDOWN OF ALL ITEMS AND PHASES OF CONSTRUCTION. 12. THE ARCHITECT IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, SEQUENCES, PROCEDURES OR FOR PRECAUTIONS AND PROGRAMS RELATED TO THE PROJECT'S CONSTRUCTION. 13. ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED, ALL HEADERS ARE DOUBLE MEMBERS UNLESS OTHERWISE NOTED. 14. IT IS NOT THE INTENT OF THESE PLANS TO SHOW EVERY MINOR DETAIL OF CONSTRUCTION. THE CONTRACTOR ES EXPECTED TO FURNISH AND INSTALL ALL ITEMS TO COMPLETE ALL BUILDING SYSTEMS AND PROVIDE ALL NECESSARY APPURIENENCES FOR EQUIPMENT TO BE PLACED IN PROPER WORKING ORDER. 15. CONTRACTOR SHALL SUBMIT PRODUCT CONTROL APPROVAL DATA FOR ALL PRODUCTS AND MATERIALS THAT FALL UNDER THE JURISDICTION OF THE METROPOLITAN DADE COUNTY BUILDING AND ZONING PRODUCT CONTROL DEPARTMENT. 16. ALL WORK TO BE TRUE TO LINE, PLUM AND SQUARE AND ADEQUATELY SUPPORTED. FILL ALL VOIDS BETWEEN COMPONENTS. ALL ITEMS THAT DO NOT MEET THE ARCHITECTS SATISFACTION AS TO GOOD TRADE PRACTICES AND QUALITY WORKMANSHIP WILL BE REPLACED AT THE CONTRACTORS EXPENSE 17. ALL DESIGN LOADS ARE TO BE AT MINIMUM PER F.B.C. 2014 5TH ED. AND AS OTHERWISE INDICATED IN THE CONTRACT DOCUMENTS. 18. CONTRACTOR TO MAINTAIN SITE SAFE AND CLEAR OF DEBRIS. ALL CONSTRUCTION DEBRIS IS TO BE REMOVED FROM THE WOR AREAS ONLY AND FROM THE SITE AT PROPER INTERVALS. 19. GENERAL CONTRACTOR AND ALL SUB -CONTRACTORS TO GUARANTEE THEIR WORK FOR A MINIMUM PERIOD OF ONE YEAR IN WRITING. 20. GENERAL CONTRACTOR SHOULD SUBMIT TO ARCHITECT (6) SET SIGN & SEAL TRUSS SHOP DRAWINGS FOR APPROVAL PRIOR TO FABRICATION. 21. GENERAL CONTRACTOR SHOULD SUBMIT TO ARCHITECT SHOP DRAWINGS OF METAL CONNECTIONS, WINDOWS, DOORS, ROOF SYSTEMS AND ALL OTHER APPLICABLE MATERIALS TO BE INCORPORATE INFO CONSTRUCTION. DATUM CONVERSION FACTOR 1. ALL ELEVATIONS REFERENCED TO NAV-88. 2. THE CONVERSION FACTOR FROM NAVD-88 TO NGVD-27 IS 1.48 FEET. (NAVD-88 + 1.48' = NGVD-27) EXAMPLE: 15.52 NAVD-88 + 1.48' - 17.00' NGVD-27. SITE SPECIFICATIONS: 1. COORDINATE W/ OWNER & SOILS REPORT FOR PROPER SITE PREPARATION & BUILDING PAD COMPACTION. 2. PROVIDE COMPACTION TESTS AND CONCRETE TESTS PER CODE 3. PROVIDE TEMPORARY SANITARY, WATER AND ELECTRICAL SERVICES AS REQUIRED. 4. PROVIDE MAIL BOX PER SAINT LUCIE COUNTY REQUIREMENTS. 5. IRRIGATION SYSTEM TO CONNECT TO EXIST, RECLAIMED WATER SYSTEM IN REAR OF PROPERTY. 6. FPL, ATE, FIBER, & CABLE SERVICE AND CONNECTION FEES BY OWNER. FLOOD ELEVATION NOTE: 1. MINIMUM EQUIPMENT AND HABITABLE FINISH FLOOR ELEVATION= 6.0' N.A.V.D 2. ALL ELECTRICAL, MECHANICAL & PLUMBING EQUIPMENT IS TO BE ABOVE BASE FLOOD ELEVATION (+6.0' NAVD) - ALL CONSTRUCTION & FINISH MATERIALS BELOW BASE FLOOD ELEVATION ARE TO BE FLOOD RESISTANT. LOT 10 OF WATERSONG P.U.D. PLAT N°. ONE, AS RECORDED IN PLAT BOOK 42, PAGE 34, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. PARCEL 10: 2532-500-0024-000-9. PROPERTY ADDRESS:4845 WATERSONG WAY, FORT PIERCE, FLORIDA 34949. APPLICABLE CODE FBC 2017 6TH EDITION SITE DATA o ZONING DISTRICT: P.U.D. e LOT DESCRIPTION: ALLOWED PROPOSED A. LOT AREA: 6,098 S.F. 6,098 S.F. B. MAX. BUILDING HEIGHT: 35' FROM 6.33' NGVD 41.33' N.A.V.D. 35' TO MEAN ROOF HEIGHT e SETBACKS: REQUIRED PROPOSED FRONT: 10'-0" FOR RIVERSIDE LOTS 17'-1" REAR: 10'-0" FOR RIVERSIDE LOTS 10'-0" EXTERIOR SIDE RIGHT: 6'-0" FOR RIVERSIDE LOTS 26'-5" INTERIOR SIDE LEFT: 6'-0" FOR RIVERSIDE LOTS 10'-O" AREAS • GROUND FLOOR AREAS: A/C: 666 S.F. GARAGE: 476 S.F. COVERED ENTRY: 87 S.F. COVERED TERRACE: 325 S.F. STORAGE: • SECOND FLOOR AREAS: 92 S.F. A/C: 1,385 S.F. COVERED TERRACE: THIRD FLOOR AREAS: 437 S.F. • A/C: 1,135 S.F. COVERED TERRACE: 472 S.F. TOTAL AREA: 5,075 S.F. CUBIC VOLUME OF RESIDENCE INCLUDING A ATTIC SPACE: 38,467 CU FT BRICK PAVERS DETAIL SCALE: 3/4" = 1'-O" AVER EVELING SAND D BASE 3"X4" DOWNSPOUT - ALONG WALL (TOTAL OF (8) TYP) SEE PLAN FOR LOCATION C*'r=E_L__-�0-2­ T 16 JI I C mLOCATION MAP r FENCE4.1'1 x X FENCE 1.8'S, X.1'E F.N.D.. SIRC N22040' 31 "W 77.50' x ABM U� 5/s" IR +4.8' Y +4.8' +5.0 O x v +5.5' x DSr--- - DS ------ iUR RWM I I x +5.5' - I BRICK PAVERS ON WELL x 5.5' COMPACTED SAND I w FENCEI _ WD 10'-0" i:D 0.5'N- i I I (10' SUBA K) I o +4.8' LA in 26'-5" 1 ILA +5.14' I 101 1 Co D - - w P� �I �I0 Z DS +5.5' 300 AMP 120/240 1 PHASE UNDERGROUND ELEC. SERVCEI VERIFY W/ FPL REP AT&T & COMCAST I L - UNDERGROUND VERIFY W/ LOCAL SERVICE REP 1" WATER SERVICE VERIFY / W/ UTILITES REP _ - L+4_8, / _�---- - - - 10 UE UR® ® UR UR F.N.D. �• 5/8" IR N _ GROUND FLR. 77 EL. -0 -0' 6.33' NAVD) GARAGE EL. -0 -4 0 _ _ WATERSONG WAY - _ 4 8' 50RIGHT OF WAY PAVERS ROAD W. w u IM r o ti llrDS 4Y +4.9' IRC T I . - - - - - - - - - -BRICK PAVERS ON WELL COMPACTED SAND J I+ BRICK PAVERS ON WELL COMPACTED SAND +4.6' F.N.D. 5/8" IR CJ1 O O SCALE: 4.87'- -. I -- CCCL- - - - - - - - - - -._._._----- I I 4.21' N24"28'24"W _ _ - (BEARING BASIS) REVISIONS: CHANGES 2019 Q N w Ch � ww ao U zw U ¢N oZ rnm 0 �10 oS s O <a ads M U~ �Qu zw a� I 1ID O o d k o <� Nw a o 07 ce m m00 co °O '^ a Vll � o � �Q as O JZ J K O w = J O 003 y aZ J �V N Z U 3 u H ova a `w O Qoo MW ^11 m ap z0 O U oo 0S m<w oho N W � =ow o'm �< a OZN U 1- ? DATE 11/20/2020 DRAWN CR SCALE AS -SHOWN ,.SITE PLAN FILE. COPY SITE PLAN V SCALE: 1/81 A1.00 NOTE: MINIMUM EQUIPMENT AND HABITABLE FINISH FLOOR ELEVATION = (6.0' NAVD) NOTE: ALL CONSTRUCTION MATERIALS LOCATED BELOW THE BASE FLOOD ELEVATION (+0.00 N.G.V.D.) MUST BE A FLOOD -RESISTANCE MATERIAL, INCLUDING BUT NOT LIMITED TO WALL FINISHES, DOORS, FRAMES, BASE BOARDS, ETC. PLEASE REFER TO THE 'FEMA' TECHNICAL BULLETIN 2-93 FOR ADDITIONAL INFORMATION NOTES PROVIDE SAFETY GLASS IN HAZARDOUS AREAS PER FBCR 4410.2.6.2 SAFEGUARDS. "THE GLAZING IN SLIDING AND SWINGING DOORS AND IN SHOWER TO TUB ENCLOSURES, INCLUDING ANY GLAZING WITHIN 60 INCHES (1.5 M) OF THE FINISHED FLOOR SURFACE IN WALLS SURROUNDING ANY TUB OR SHOWER ENCLOSURE, SHALL BE SAFETY GLAZING AS SET FORTH IN SECTION R4410.2.3.1.3 FOR CATEGORY II GLAZING PRODUCTS". DOOR SCHEDULE DOOR TYPE SIZE TYPE OF GLASS REMARKS O1 SWING DOOR 3'-0" x 8'-0" CAT II IMPACT GLASS O2 SWING DOOR 3'-0" x 8'-0" - WITH SELF CLOSURE O SWING DOOR 3'-0" x 8'-0" - - O4 SWING DOOR 3'-0" x 8'-0" - - 5O GARAGE DOOR 17'-0" x 8'-0" - O6 SWING DOOR 2'-10" x 8'-0" - - 7O SWING DOOR 3'-0" x 8'-0" - - O8 SWING DOOR 2'-6" x 8'-0" - - O SWING DOOR 2'-6" x 8'-0" - LOUVERED 10 POCKET DOOR 2'-6" x 8'-0" - - 11 BI-FOLD DOOR 3'-0" x 8'-0" - LOUVERED 12 0 BI-FOLD DOUBLE DOOR n 2 2 -0 x 8'-0" () - LOUVERED LIVERED 13 BI-FOLD DOUBLE DOOR (2) 3'-0" x 8'-O" - LOUVERED 14 SLIDING DOOR 6'-0" x 8'-0" CAT II IMPACT GLASS 15 SLIDING DOOR 5'-0" x 8'-0" CAT II IMPACT GLASS 16 SLIDING DOOR 12'-0" x 8'-0" CAT II IMPACT GLASS 17 SLIDING DOOR 16`-0" x 8'-0" CAT II IMPACT GLASS 18 BARN DOOR (2) 2'-6" x 8'-01, - - 19 SWING DOOR 3'-0" x 8'-0" - IMPACT 20 BIFOLD DOOR 2'-6" x 8'-0", - LOUVERED NOTE: 1. ALL DOOR TO BE SMOOTH FACE. 2. ENTRY DOOR SHALL BE IMPACT RESISTANT, DOOR TO BE DESIGNATED MEANS OF ESCAPE. 3. ALL EXTERIOR DOORS TO BE IMPACT RESISTANT NOT REQUIRING SHUTTERING. FBC 2017 6TH ED. GLAZING IN SLIDING AND IN SWING DOORS SHALL BE SAFETY -GLAZING COMPLYING WITH16 CFR 1201, SAFETY STANDARDS FOR ARCHITECTURAL GLAZING MATERIALS, CONSUMER PRODUCT SAFETY COMMISSION. DOORS CONTAINING GLAZING MATERIAL NOT GREATER THAN 9 SQUARE FEET (0.84 M2) IN SURFACE AREA SHALL BE CLASSIFIED AS CATEGORY I GLAZING PRODUCTS. DOORS, BATH AND SHOWER ENCLOSURES, AND SLIDING GLASS DOORS CONTAINING GLAZING MATERIAL GREATER THAN 9 SQUARE FEET (0.84 M2) IN SURFACE AREA SHALL BE CLASSIFIED AS CATEGORY II GLAZING PRODUCTS. WINDOW SCHEDULE 0 WINDOW TYPE SIZE TYPE OF GLASS REMARKS A SINGLE HUNG 26 1/2" x 60" GREY TINT IMPACT RESISTANT B SINGLE HUNG 37" x 60" GREY TINT IMPACT RESISTANT C FIXED 26 1/2" x 30" GREY TINT IMPACT RESISTANT N OTE: 1. ALL WINDOW SILLS TO BE OF STONE OR WOOD. 2• G.C. 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ULTRACION BY DEWALTTHRU 1BY BLA4CIGswo coNC OR - 75 + 7O 20-1119.02 A FDCEI9I 26.1,�'-K3Ii' Zfllt2 +L: -�I:2 +'WINDOW5 SYSTEMS, LLC WIN 1-1,/4' FAIN EMBED INTO CONCRETE (HEAI1/JAMBS) & SLIDING GLASS Zone 5: -743 +S53 ECO WINDOW SENRIES 70D-3 ALUM 1/Jr DRA. ULTRA CON BY DEWALT THRU 1BY BUCKS ■!TO CONC OR _so + 60 2.1-0114.10 Al ODORS ZD,1e +4: -W+555 SrSTEMS, LLC SLIDING GLASS DOOR BLOCK 1-ll1` hflN EMBED INTO CONCRETE (HEAD[iA.1■51 i$ FIBER CLASSIC AND ° LAm wax 1/+47 INA TAPCON [SPACING AS PER NOA SHT. 12 OF IZ} TAICDN EDGE SWING DOOR TYPE Ze.Dne 4: -52.2 +A$JB - 55 + 55 THERMA TRU FL21142.10 SMOOTH STAR GLASS DISTANCE MIN 2". MULTIPCIIINT LOCKING SYSTEM FIBER CLASSIC AND DU TAPCON ISP AS PIER NOIASHT. 1 i OF 11j.TAPCON EDGE SWING DOOR TYPE Zaneit: 2 2 +9.A - Ti5 + 65 THE R4AA TRU F1211.42:1 MIA1/4• SMOOTH STAR DISTANCE MIN 2" glom 5: -43.5 +41 - 148 +11 CLCIP16YCfIRP 2°STEPANRMi 41foom. 00922.iB N�'a 2"AF WD JAMB W/ 114" DIAL SCREW 4AAX SPACING &3/L• CAC W/ J."G4RPGEo3�]R]R ��neffc O_OL WASHER [SPACING AS PER NOASHT_2OF31 STANDING SEAM Z - - VMCi-i/2"ST,AP®IIN6SEAM COPEFINMKIS FRNELCUlP#EAeC14 SUE LAP W/ 2 *0 PANICMCE H&W METAL ROOF ZONE 2.-109.2 E•IER-M.25P3F VALUE. METAL CORP ARCWMCFUFtNLMTLPOOF 19-0 .07 N/A CORROSION, R ISTAITrSCREWSASFERTA■LEAMAXIkiUMDESM 1 HAVE REWEWED THE AEOVE COMPONENETS OR CLADDING AND t HAVE APPROVED THUR USE IN THIS STRUCTURE. THESE PRODUCTS PROVIDE ADEQUATE RESSTANCE TG THE WIND LOADS AND FORCES SPECIFIED BY THE 2017 FBC CODE PROVISIONS. NOTES THE DESIGN AND METHODS OF CONSTRUCTION TO BE USED MEET THE APPLICABLE CRITERIA OF FBC R322.3.6 AND WERE PREPARED AND SEALED BY A REGISTERED DESIGN PROFESSIONAL. G] a ( DECORATIVE LOUVER FENCE & GATE E0 DECORATIVE ` LOUVER FENCE X & GATE C 0�0 C to LO 200 I M ■ WALL TYPES: 71177 CONIC. BLOCK W/ STUCCO FINISH EXTERIOR, AND 1 " x 2" E P.T. FURRING W/ 5/8" GYP BD. FINISH INTERIOR NON RATED MTL. STUD WALL PARTITION INSULATION ON MTL. STUD WALL PARTITION O DOOR DESIGNATION REFER TO DOOR SCHEDULE WD WINDOW DESIGNATION 10 REFER TO WINDOW SCHEDULE `�i�ii��i.iiiii.6lliaii ii/ �i � \`re t•1 �� �I�IlAtPi '• ■ IN CS IN ' : L:• in i�����■Silk - In I,Cmw • in `I.■ Lill ' a1■II • � I � /l J • � • I�I� � � ■ In -- ni ��� IIII 'ijiP 1 1111 ���� �� I� � III - � • : • • Ciul. al II■ !� Noin O m in I ■i.lii.iiiii . iiC.Cx_�►,Ii ■ 2'91ii� i--,IiiiiiY.aFx6.II�l ��liii �x� ii it iiiiiiHAlmTA .,�1�-�� 'S91d■.I�IL......i .. i i• �1 ■II�III�I■I■I��III■IIIIIIIIIII■��-a.� in INin _ • ��' oil _LIII A _� I .�I!••l I'S1 ■■ �■I �liigl ,■,� � © ,4�•�1T1TN1AT1T1T1At$1tiRtlT1411¢T1S11igtitl} Rtl itiTltr; .•1t1RT111T1T1TA1}itiT.• ' r ■■ Y1N1t1T1TlT111t1Tiritl:TlTditlh}:�1 „ �� ■ �■ ICI, .�„ ��/�� 1 , goo [ON Ir IIIr,--� I � ■ � I ' 11 � il�a 1�� �� •. - . i as I ii •• I of • I�� ���I� �� -CC - Its CC CS go I'll oil■ �ii■I®17 FILE O 01 2019 0) CIS) Z o ♦O o V J J ry IL- V..I U�.�d aW 0 U LL I.a W a U U C a �.dptl �j 4 U � cc�7 . 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DATE 11/20/2020 DRAWN CR SCALE AS -SHOWN PROPOSED GROUND FLOOR PLAN A2■00 1 1 1 2 3 A4.00 4 5 6 1 2 3 A4.00 4 5 6 41'-2" 41'-2" 40'-6" 4'-10., 4'-8" 21'-0" 7'-10ff 2f_2ff —4f 14'-0" 25'-2" 2'-0" O.H. 5'-9ff 3,_9" 1 3f_6" -0• 7'-1ff . 1,_ f, 7'-1ff 1 7f_0„ �f �i x : B --- - -- L IN o ao 0 COVERED I TERRACE 00 OJ Bxl B B B ,r ro ao �° I I I Nto MIN N III OF I00 BEDROOM to 3 10 0 3—PROVIDE HAND - - - - A4.01 A4.01 IIN TRAY ioFAWMW C C C111K0C TF WINE ij R �' � W OD d- d' N � LOBATH N I 00 I 0° I 2 M D M M 2 - A - A4.00 A4.00 I M N D I A Hello M p D D D IN IN 4 _ 4 A4.01COVER A4.01 R d x O d of ITERRACE Q1 LO04 Ito to r m is E E E EMil F N PT F FMAP -OF H HH �_-� = ROOF BELOW cfl ,- 0 '-4' 2 -8" G 0 10'-0" 4'-10" 4'-8,p.H. 21'-0" SLAB ABOVE 7'-10" " 40'-6" 41'-2" 1 2 3 4 5 6 1 2 3 4 5 6 REVISIO \ 0 PROPOSED THIRD FLOOR PLAN ,� PROPOSED SECOND FLOOR PLAN Ai SCALE: 1/4" = 1'-0' SCALE: 1/4" = 1'-0" Y FIL 7,1 40'-6" ' 4'-10" 21'-0" � 7'-10" 2'-2ff g'- 2 2'-0' 4'-6f, ,-0• 7f_1ff � 1'- " 7'-1" 7'-Off 1f_ ,f II o ■� ,■.� ■ III ° i •i 1 ■n ii ■ �) �i cl � I �"itj •a • �--�Ii------- • ♦ t:bt:bT8::41:1 iT14T14t141 R1AAtlR+1T1 RT1tA1AtiT1t1ATA1ATAR:TiT1t1t1t16t1YUlt11NN11111 Jl'! 111 �.-■■rl■-'J�11■--�.a-w-.ea�,aJ -- al �E�Lwwl■tlt�ir 1.- ■ - h.. .....1.•L--•---.■■■i..■■.r I ■■ O • ■ ® \1 III � / � ��II L� �"'� 1 I I � �� II III�IGI ■� Q ■ 1 �❑ r • • rr � � 11 I�� I�i .. .. ■ .. �ixllwwYf`��YI,I��� MEN��� �� �I' � n • \ice ■� icaf>� 2019 rn M ZQ 0 LL A') 0 0. cc W F-/� '' ^^ 1.1_ V! O DATE 11/20/2020 DRAWN CR SCALE AS -SHOWN PROPOSED 2nd & 3rd FLOOR PLAN ■01 SPLIT A/C UNIT SCHEDULE UNIT DESIGNATION AHU #1 AHU #2 AHU #3 AREA SERVED HALL HALL DEN LOCATION A/C CLOSET A/C CLOSET A/C CLOSET OPERATING WEIGHT, LBS 144 142 142 DESIGN MANUFACTURER RHEEM RHEEM RHEEM MODEL NUMBER RH1T44521STAN RA1630AJI RHIT2417STAN SEER MIN. SEER 16 SEER 16 SEER 16 Z TOTAL AR CFM 1,400 11000 800 VENT AR CFM EXTERNAL STATIC PRESSURE, IN OF WATER 0.4 0.4 0.4 FAN MOTOR HP (NON -OVERLOAD) 3/4 HP 1/2 HP 1/2 HP ELECTRICAL SERVICE AVAILABLE 240V - 10 240V - 10 240V - 10 FACE VELOCITY - FPM --- --- --- DESIGN AR ACROSS COIL, CFM 1,400 1,000 1,000 o GRAN TOTAL CAPACITY, STU/HR 44,500 28.600 22,500 TOTAL SENSIBLE CAPACITY, BTU/HR 17,000 17,000 15,000 ENTERING AR TEMP., £ DB/WB 80/67 80/67 80/67 TYPE & THICKNESS CLEANEABLE 1 CLEANEABLE 1' CLEANEABLE 1" QUANTITY AND SIZE 1-20 X 20 1-20 X 20 1-20 X 20 FACE VELOCITY FPM. MAX. --- --- --- HEAT/ REHEAT COIL TYPE ELECT. ELECT. ELECT. ELECTRICAL SERVICE AVAILABLE 240Y - 10 240V - 10 240V - 10 AUXILIARY ELECTRIC HEAT, MBTU 17 17 17 = STAGES & KW PER STAGE 1/5 1/5 1/5 UNIT DESIGNATION CU-1 CU-1 CU-1 TYPE OF FAN PROP. PROP. PROP. = No. OF FANS AND HP 1/4 HP 1/4 HP 1/4 HP AMBIENT AIR TEMP. 'F DB 95 95 95 i CONDENSING TEMP. 'F DB --- --- --- No. OF COMPRESSORS 1 1 i Q COMPRESSORS RPM MAX. --- --- --- CAPACITY REDUCTION 0-100% 0-100% 0-100% UNIT TOTAL AMPS. 31 31 31 ELECTRICAL SERVICE AVAILABLE 240V - 10 240V - 10 240V - 10 OPERATING WEIGHT, LBS. 190 188 163 i DESIGN MANUFACTURER RHEEM RHEEM RHEEM MODEL NUMBER RH1T4S21STAN RHIT362IMTAN RA16244J1 REFRIGERANT PIPE SIZE, SUCTION/LIQUID 7/8"-3/8" 7/8"-3/8' 7/8"-3/8" TE: FRS TO BE UNDERCUT 1" TO ACHIEVE PROPER RETURN AIR BALANCE. TE TRANSITION BOX SIZING: LATERAL SIDE OF TRIANGLE OR TRANSITION BOX IS DIMENSIONED IN A T THE LEAST SIDE (SMALLER) IS EQUAL TO D + 2" WHERE "D" IS THE RNAL DIAMETER OF THE LARGEST FLEXIBLE DUCT CONNECTING TO THE HVAC REQUIREMENTS YES NO DUCT SMOKE DETECTOR NO FIRE DAMPER S NO SMOKE DAMPER S NO FIRE RATED ENCLOSURE NO FIRE RATED ROOF / FLOOR CEILING ASSEMBLY NO FIRE STOPPING NO SMOKE CONTROL NO NOTE: ALL DUCTS SHALL BE R = 6.0 INSULATION, NOTES: 1. FITTINGS INSTALLED FOR CONDENSATE DRAINAGE SHALL BE OF THE RECESSED DRAINAGE TYPE. 2. ALL BEDROOMS DOORS TO HAVE A 1" UNRESTRICTED UNDERCUT. 3. FBC 6TH ED. (2017) MECHANICAL. 1. TRANSFER DUCTS MAY ACHIEVE THIS BY INCREASING THE RETURN TRANSFER 11/2 TIMES THE CROSS SECTIONAL AREA (SQUARE INCHES) OF THE SUPPLY DUCT ENTERING THE ROOM OR SPACE IT SERVES AND THE DOOR HAVING AT LEAST AN UNRESTRICTED 1-INCH UNDERCUT TO ACHIEVE PROPER RETURN AIR BALANCE, 4. FBC 6TH ED.(2017) MECHANICAL. 2. TRANSFER GRILLES SHALL USE 50 SQUARE INCHES (OF GRILLE AREA) TO 100 CFM (OF SUPPLY AR) FOR SIZING THROUGH -THE -WALL TRANSFER GRILLES AND USING AN UNRESTRICTED 1-INCH UNDERCUTTING OF DOORS TO ACHIEVE PROPER RETURN AIR BALANCE. NOTE: 1. PROVIDE PROGRAMMABLE THERMOSTAT WITH SUB -BASE, AHU MOUNTED CIRCUIT BREAKER, SIGHT GLASS AND LIQUID LINE FILTER DRIER. 2. COORDINATE REF. LINE SIZES WITH MANUFACTURER, PROVIDE ALL ACCESSORIES RECOMMENDED BY MANUFACTURER. 3. APPROVED EQUIVALENT MANUFACTURERS ARE ACCEPTABLE. ['Fii WINE OOLER 1111 �IL MECHANICAL THIRD FLOOR PLAN ISCALE: 1/4„ = V-0„ AIR DISTRIBUTION SCHEDULE SIMBOL USE TYPE CESSORI DESIGN MANUFACTURER & MODEL No. CO SUPPLY AIR EIFFUSER 0.8.0 TITUS 250 AA RAG RETURN/ RANSFER AIR - TITUS 3 FL GRILLES, REGISTERS AND DIFFUSERS A. SUPPLY CEILING DIFFUSER "A" BY TITUS: MODEL 250-M, WITH OPPOSED BLADE DAMPERS, SIZES AS SHOWN ON PLANS. B. ALL GRILLES, REGISTERS, DIFFUSERS SHALL BE OF ALUMINUM CONSTRUCTION AND SHALL BE FURNISHED AND INSTALLED WITH ALL SPECIFIED ACCESSORIES. C. MANUFACTURERS: TITUS METALARE ARGUIDE. EF #1: NUTONE MODEL # XN 50 50 CFM EF #2: NUTONE MODEL # XN 80 80 CFM 5' LD SH 2 SLOT 100 CFM MASTER BATH 50 CFM C I I 6" 0 — 75 CFM L• EF 1 k. (28 GA) dTL DUCT EX -HfjU ROOF 6" x 6" 75 CFM —W.I.C. 6, 0 I �5„ 0 6' LD 2 SLOT 150 CFM f8" 0 14'�14 RAG COVERED TERRACE MASTER 6' LD— OT BEDROOM 2 slCF 150 CFM 4" 0 (2 GA) MTL DUC EXIT THRU RO F 11 'I � mill I■■■■■■■■■ • ° — II ILA 4" 0 (28 GA) DRYER DUCT THRU WALL SINK 10" X 12" FR4" 100 CFM 0 (28 GA) - MTL DUCT EXIT THRU ROOF I o, 6' LD 2 SLOT 140 CFM 8" 0 BE ROOM #1 6" x 6" 40 CFM 12" X 12" RAG M� L12" X 12" RAG 8" 0 BA BEDROOM #2 x 6" CFM 6' L 2 SOT 120 CFM TI MONSOON 0 -------- ROOF BELOW 2 MECHANICAL SECOND FLOOR PLAN SCALE: 1/4" = V-0" COVERED TERRACE v STORAGE 8 4^ 5„ 10 "x 12" COVERED 6" � 6" TERRACE 40ICFM g" 0 2" L. IC 5'LD 2 SLOT 120 CFM DEN 10"X10„ 4" 0 (28 GA) 5„ 8,, 0 MTL DUCT EXIT F 1 THRU WALL 101 BATH 5'LD 2 SLOT 120 CFM 6" 0 6„ 0 6•xIr — — — 75 CFM SOFFIT—/ — — STAIR LLL OF 4 5' LD 2 SLOT 100 CFM 100LCCFM ELEV. Ell immom - !m ,'�� 1t14T1T1RATiTiT1Ti518N12RN!}KI:I}i}1T1T1TiTP'i}�TLT ; r PTP T 'CE I ENTRY FOYER i COVERED ENTRY MECHANICAL GROUND FLOOR PLAN V_ 1 SCALE: 1/4" 2019 a 0) V � d" M Z o �0�/'� 0 ,VAr'J J 1..1. LL W w F_ cc U w a CC Lo O rri w�E o < �d07 w� N �cq0 a 47 C a 0 co Oto .Am 7 o V1 W g� o_ ! ai �I , w� wl yzi W�L <n< on, NJ kc «L o dWC C NZcq F coZ<, I� az. 0Nt � m�( Vu o: a �a- aww2o 0 F .'vJ �n4a DATE 11/20/2020 DRAWN CR SCALE A- SHOWN MECHANICAL GROUND FLOOR PLAN M 1.01 9 COVERED TERRACE Al. GFI WP A18 <® A18 A20 A20 A2 ROOF 0 BELOW L2O GRE T X FF 18 TV A20 20 20 18 I— A20 _ A20 A18 A13 p A20 GFI 18 ®A18 A20 WP t nnINEA 6 A18 A1814 16 BUTLER 16 3A16 I ELEV. A16 \ ALL ��� I A14 I A14 "'A114 I D) IIIA28 FY ® 16 14 PWD At G 11 D A 6 R A14 A29 A3 Al Al Al _ N B13 _1T0 F GFI — GFf GFI 0 GFI A'k7 y A13 I GFI IA3 Al2 WP GFI Ail Al2 Al2 IPAN RY/ RED � � POP u� TO EACE IST GE REF. A9F , K�A I A13 A10 (ljj) A2 Al2 I I DISPOSAL BUTTON CH I 12 �/ I A10 Al Al I Al2G_ OA10 m 3 ELECTRICAL THIRD FLOOR PLAN J SCALE: 1/4" = 1'-0" 4 ELECTRICAL SECOND FLOOR PLAN G l SCALE: 1/4" = 1'-0" ELECTRICAL GROUND FLOOR PLAN 'L SCALE: 1/4" = 1"-0" REVISION Qy G; 2019 Q VI'* Z o �0 VJ 0 r Lu W Q w Lo 0 Mqw4T W w a N w Gh � W w Qo N mqr m 6 q ..a U CID d3do <a Q p�y W QO VJ i= aw I ccQ o� w 03 010 Cy adQ Ox a+ w 0y mr7 w coaa CQ CC) V m 2 l7 � aU w� a a. VLl 0 as O �z �o z W Nz ow 000 N = Quo am�a NJK 40 0 Qom 0 zap �1 d 5Zwo NONU �os O U wp r- z I �Q� W N U�? DATE 11/20/2020 DRAWN CR SCALE AS -SHOWN ELECTRICAL FLOOR PLANS E1.01 LEGEND DESCRIPTION — COLD WATER LINE • HOT WATER LINE - -� - GATE VALVE DIELECTRIC UNION EWH P & T RELIEF LINE P&T SANITARY LINE - - - - - - - VENT LINE F.C.O. FLOOR CLEAN -OUT C.O. CLEAN -OUT VTR VENT THRU ROOF EWH ELECTRIC WATER HEATER C-j-" H.S. 3/4" H.B. WITH SHUT-OFF VALVE AND BACKFLOW PREVENTER SERVICE CONNECTION_ NOTES• BEFORE COMMENCING WORK CONTRACTOR SHALL FIELD COORDINATE PO NT OF CONNECTION INVERT AND ADDITIONAL TABLE 864.5 MINIMUM SIZES OF FIXTURE WATER SUPPLY PIPES FIXTURE MINIMUM PIPE SIZE INCH BATHTUBSC(60" X 32" AND SMALLER) 1/2 BATHTUBS°(LARGE THAN SO" X 32") 1/2 BIDET 3/8 COMBINATION SINK AND TRAY 1/2 DISHWASER, DOMESTIC 1/2 DRINKING FOUNTAIN 3/8 HOSE BIBBS 1/2 KITCHEN SINK u 1/2 LAUNDRY, 1.2 OR 3 COMPARTMENTS 1/2 LAVATORY 3/8 SHOWER, SINGLE HEAD' 1/2 SINKS, FLUSHING RIM 3/4 SINKS, SERVICE 1/2 URINAL, FLUSH TANK 1/2 URINAL, FLUSH VALVE 3/4 WALL HYDRANT 1/2 WATER CLOSET, FLUSH TANK 3/8 WATER CLOSET, FLUSH VALVE I WATER CLOSET. FLUSHOMETER TANK 3/8 WATER CLOSET, ONE PIECE 1/2 G, I ROUTINREQUIREMENTS FOR WATER ANDSANITARY SERVICE CONNECTIONS WITH FOR SL: I INCH- 25.4 MM, 1 GALLON- 3.785 L WASH, ARCHITECTURAL AND CIVIL PLANS, AND RULING AUTHORITIES. A. FOR TRPS LARGER THAN 3 INCHES, USE TABLE 709.2 PROVIDE METERING, VLVING AND ALL COMPONENTS AS REQUIRED FOR B. A SHOWERHEAD OVER A BATHTUB OR WHIRLPOOL ATTACHEMENTS A COMPLETE INSTALLATION. DOES NOT INCREASE THE DRAINAGE FIXTURE UNIT VALUE. C. SEE SECTION 709.2 THROUGH 709.4.1 FOR METHODS OF COMPUTING UNIT VALUE OF FIXTURES NOT LISTED IN TABLE 709.1 OF FOR RATING OF DEVICES WITH INTERMITTENT FLOWS. D. TRAP SIZE SHALL BE CONSISTENT WITH THE FIXTURES OUTLET SIZE. E. FOR THE PURPOSE OF COMPUTING LOADS ON BUILDING DRAINS AND SEWERS, WATER CLOSET OR URINALS SHALL NOT BE RATED AT A LOWER DRAINAGE FIXTURE UNIT UNLESS LOWE VALUES CONFIRMED BY TESTING. NOTE: WATER HAMMER ARRESTOR TO BE INSTALLED. STAIR 1/2" CW FROM 2ND FLR CW HW 1/2" HW FROM 2ND FLR ROOF BELOW ELEV. (1/2" CW FROM 2ND FLOOR KITCHEN (PANTRY/ a — ISTORAGE1 I REF. i I FDW — HB UNDERSINK f8 F F L I L G R�T L IL F —1 I— I L IL I \/HALLl�X�� PWDR ROOM cW 1 1/2- CW FI 2ND FLOOR II I I /2" HW FROM ND FLOOR I COVERED TERRACE 4" HW TO D FLR f 1/2" CWJ FROM 2ND FLR 3 PLUMBING THIRD FLOOR PLAN FBC 2017 6TH EDITION. 504.7 REQUIRED PAN. WHERE A STORAGE TANK -TYPE WATER HEATER OR A HOT WATER STORAGE TANK IS INSTALLED IN A LOCATION WHERE WATER LEAKAGE FROM THE TANK WILL CAUSE DAMAGE, THE TANK SHALL BE INSTALLED IN A GALVANIZED STEEL PAN HAVING A MATERIAL THICKNESS OF NOT LESS THAN 0.0236 INCH (0.6010 MM) (NO. 24 GAGE), OR OTHER PANS APPROVED FOR SUCH USE. 504.7.1 PAN SIZE AND DRAIN. THE PAN SHALL BE NOT LESS THAN 11/2 INCHES (38 MM) IN DEPTH AND SHALL BE OF SUFFICIENT SIZE AND SHAPE TO RECEIVE ALL DRIPPING OR CONDENSATE FROM THE TANK OR WATER HEATER. THE PAN SHALL BE DRAINED BY AN INDIRECT WASTE PIPE HAVING A DIAMETER OF NOT LESS THAN 3/4 INCH (19 MM). PIPING FOR SAFETY PAN DRAINS SHALL BE OF THOSE MATERIALS LISTED IN TABLE 605.4. 504.7.2 PAN DRAIN TERMINATION. THE PAN DRAIN SHALL EXTEND FULL SIZE AND TERMINATE OVER A SUITABLY LOCATED INDIRECT WASTE RECEPTOR OR FLOOR DRAIN OR EXTEND TO THE EXTERIOR OF THE BUILDING AND TERMINATE NOT LESS THAN 6 INCHES (152 MM) AND NOT MORE THAN 24 INCHES (610 DRAIN WAS ABOVE ADJACENT THE S NOTPREVIOSURFACE. LY INSTALL ED. APAN DRAIN SERE A N HALL NOT BE REQUIRED FOR A REPLACEMENT WATER HEATER INSTALLATION. 1/2' HB CW COVERED TERRACE 55 GALLON ELECTRIC W/H CAP FOR FUTURE CONNECTION SOUR OR HEAT RECOVERGATE VALVE GATE VALVE HEAT HEAT TRAPCOLD WATER UNION 3/4" H.W_ TO FIXTURES HOT WATER 3/4"� I PRESSURE & TEMPERATURE UNION —� T RELIEF VALVE RECIRCULATING (ASME APPRVO.) PUMP AIR GAP 3/4" Cu RELIEF DISCHARGE LINE, 1" MIN. AIR GAP TO OUTSIDE GREEN AREA, EWH TERMINATE 6" ABOVE DRAIN VALVE, 55 GAL - EF 0.93 FROM GRADE 12" AWAY m GRADE �30" DIA WATER HEATER DRAIN PAN PROVIDE DRAIN FROM PAN TO COMPLY W/ FBC PLUMBING 504.7 & 504.7.2. WATER HEATER PIPING DIAGRAM Fm PLUMBING SECOND FLOOR PLAN L SCALE: 1/4" = 1'-O•' STORAGE 1/2" HB 1/2" DOWN FROM ABOVE I / 2„ IC L. FRO AB 11rDI C I FROM ABOVE FRIG) DEN F/2'CW 3/4" CW FROM ABOVE STAIR UPS ELEV. C:SCaCii��.l• 1/2" HB 1" C/W UP TO 2ND SHUT OFF VALVE — 1 TO WATER METER 1/2" DOWN FROM ABOV �/�/\ PLUMBING GROUND FLOOR PLAN 9A� 1 SCALE: 1/4• - 1,_0„ COVERED TERRACE I 7I 4 771 I 1/2" HB ENTRY FOYER COVERED ENTRY II I I I 2019 Q C •^) 0) V co coZ Q 0 Ir V J 00 L1 LL W Lu U Q Lo LL 0 qlzt ;;s G, I ROUTINREQUIREMENTS FOR WATER ANDSANITARY SERVICE CONNECTIONS WITH FOR SL: I INCH- 25.4 MM, 1 GALLON- 3.785 L WASH, ARCHITECTURAL AND CIVIL PLANS, AND RULING AUTHORITIES. A. FOR TRPS LARGER THAN 3 INCHES, USE TABLE 709.2 PROVIDE METERING, VLVING AND ALL COMPONENTS AS REQUIRED FOR B. A SHOWERHEAD OVER A BATHTUB OR WHIRLPOOL ATTACHEMENTS A COMPLETE INSTALLATION. DOES NOT INCREASE THE DRAINAGE FIXTURE UNIT VALUE. C. SEE SECTION 709.2 THROUGH 709.4.1 FOR METHODS OF COMPUTING UNIT VALUE OF FIXTURES NOT LISTED IN TABLE 709.1 OF FOR RATING OF DEVICES WITH INTERMITTENT FLOWS. D. TRAP SIZE SHALL BE CONSISTENT WITH THE FIXTURES OUTLET SIZE. E. FOR THE PURPOSE OF COMPUTING LOADS ON BUILDING DRAINS AND SEWERS, WATER CLOSET OR URINALS SHALL NOT BE RATED AT A LOWER DRAINAGE FIXTURE UNIT UNLESS LOWE VALUES CONFIRMED BY TESTING. NOTE: WATER HAMMER ARRESTOR TO BE INSTALLED. STAIR 1/2" CW FROM 2ND FLR CW HW 1/2" HW FROM 2ND FLR ROOF BELOW ELEV. (1/2" CW FROM 2ND FLOOR KITCHEN (PANTRY/ a — ISTORAGE1 I REF. i I FDW — HB UNDERSINK f8 F F L I L G R�T L IL F —1 I— I L IL I \/HALLl�X�� PWDR ROOM cW 1 1/2- CW FI 2ND FLOOR II I I /2" HW FROM ND FLOOR I COVERED TERRACE 4" HW TO D FLR f 1/2" CWJ FROM 2ND FLR 3 PLUMBING THIRD FLOOR PLAN FBC 2017 6TH EDITION. 504.7 REQUIRED PAN. WHERE A STORAGE TANK -TYPE WATER HEATER OR A HOT WATER STORAGE TANK IS INSTALLED IN A LOCATION WHERE WATER LEAKAGE FROM THE TANK WILL CAUSE DAMAGE, THE TANK SHALL BE INSTALLED IN A GALVANIZED STEEL PAN HAVING A MATERIAL THICKNESS OF NOT LESS THAN 0.0236 INCH (0.6010 MM) (NO. 24 GAGE), OR OTHER PANS APPROVED FOR SUCH USE. 504.7.1 PAN SIZE AND DRAIN. THE PAN SHALL BE NOT LESS THAN 11/2 INCHES (38 MM) IN DEPTH AND SHALL BE OF SUFFICIENT SIZE AND SHAPE TO RECEIVE ALL DRIPPING OR CONDENSATE FROM THE TANK OR WATER HEATER. THE PAN SHALL BE DRAINED BY AN INDIRECT WASTE PIPE HAVING A DIAMETER OF NOT LESS THAN 3/4 INCH (19 MM). PIPING FOR SAFETY PAN DRAINS SHALL BE OF THOSE MATERIALS LISTED IN TABLE 605.4. 504.7.2 PAN DRAIN TERMINATION. THE PAN DRAIN SHALL EXTEND FULL SIZE AND TERMINATE OVER A SUITABLY LOCATED INDIRECT WASTE RECEPTOR OR FLOOR DRAIN OR EXTEND TO THE EXTERIOR OF THE BUILDING AND TERMINATE NOT LESS THAN 6 INCHES (152 MM) AND NOT MORE THAN 24 INCHES (610 DRAIN WAS ABOVE ADJACENT THE S NOTPREVIOSURFACE. LY INSTALL ED. APAN DRAIN SERE A N HALL NOT BE REQUIRED FOR A REPLACEMENT WATER HEATER INSTALLATION. 1/2' HB CW COVERED TERRACE 55 GALLON ELECTRIC W/H CAP FOR FUTURE CONNECTION SOUR OR HEAT RECOVERGATE VALVE GATE VALVE HEAT HEAT TRAPCOLD WATER UNION 3/4" H.W_ TO FIXTURES HOT WATER 3/4"� I PRESSURE & TEMPERATURE UNION —� T RELIEF VALVE RECIRCULATING (ASME APPRVO.) PUMP AIR GAP 3/4" Cu RELIEF DISCHARGE LINE, 1" MIN. AIR GAP TO OUTSIDE GREEN AREA, EWH TERMINATE 6" ABOVE DRAIN VALVE, 55 GAL - EF 0.93 FROM GRADE 12" AWAY m GRADE �30" DIA WATER HEATER DRAIN PAN PROVIDE DRAIN FROM PAN TO COMPLY W/ FBC PLUMBING 504.7 & 504.7.2. WATER HEATER PIPING DIAGRAM Fm PLUMBING SECOND FLOOR PLAN L SCALE: 1/4" = 1'-O•' STORAGE 1/2" HB 1/2" DOWN FROM ABOVE I / 2„ IC L. FRO AB 11rDI C I FROM ABOVE FRIG) DEN F/2'CW 3/4" CW FROM ABOVE STAIR UPS ELEV. C:SCaCii��.l• 1/2" HB 1" C/W UP TO 2ND SHUT OFF VALVE — 1 TO WATER METER 1/2" DOWN FROM ABOV �/�/\ PLUMBING GROUND FLOOR PLAN 9A� 1 SCALE: 1/4• - 1,_0„ COVERED TERRACE I 7I 4 771 I 1/2" HB ENTRY FOYER COVERED ENTRY II I I I 2019 Q C •^) 0) V co coZ Q 0 Ir V J 00 L1 LL W Lu U Q Lo LL 0 qlzt ;;s rn W < w0 F c1 0 z a0 ONO f2o C/U U m$ T z 6 V 3� M N $ °a a pM �7�. 0 co w <{n 0 m v� O 1 kn O i C z< W 0X �a wt0� w <¢d 0 O to O 07 � cc 0mN m C', O � << a0 Z � w� 0 �a as <z 0 �0 —` Vz ww < NZ Nz' 0 }� l 0�w N J «w Qom O <oo mz<o �1 awo w o w0� 0 N�O 00 z mQw 0x < 0 OFz �( •a\19n\\\4 ���.•°° g LA& 1 � DATE 11/20/2020 DRAWN CR SCALE AS -SHOWN PLUMBING FLOOR PLANS REVISION .... _ Pi .01 LEGEND I DESCRIPTION _I — — COLD WATER LINE HOT WATER UNE — —®— — GATE VALVE — —III— — DIELECTRIC UNION P&T EWH P & T REUEF UNE SANITARY UNE — — — — — — — VENT UNE F®--• C'O' — FLOOR CLEAN —OUT C.O. CLEAN —OUT VTR VENT THRU ROOF EWH ELECTRIC WATER HEATER 3/4' H.B. WITH SHUT—OFF VALVE C+ H B AND BACKFLOW PREVENTER SFIMCE CONNECTION NOTES: BEFORE COMMENCING WORK CONTRACTOR SHALL FIELD COORDINATE ROUTING, POINT OF CONNECTION, INVERT, AND ADDITIONAL REQUIREMENTS FOR WATER AND SANITARY SERVICE CONNECTIONS WITH WASH, ARCHITECTURAL AND CIVIL PLANS, AND RULING AUTHORITIES. PROVIDE METERING, VALUING AND ALL COMPONENTS AS REQUIRED FOR A COMPLETE INSTALLATION. NOTE: ALL VENTS STACKS NOT TO VENTED TOWARDS FRONT ELEVATION. PLUMBING NOTES GENERAL: PROVIDE (FURNISH AND INSTALL) ALL NECESSARY MATERIALS AND LABOR FOR A COMPLETELY OPERATIONAL PLUMBING SYSTEM AS SHOWN ON THE DRAWINGS AND HERE IN SPECIFIED, INSTALL IN ACCORDANCE WITH THE FBC GTH ED. (2017) AND LOCAL. ORDINANCES. SCOPE OF WORK: PROVIDE THE FOLLOWING COMPLETE SYSTEMS: A. SANITARY COLLECTION B. DOMESTIC HOT AND COLD WATER C. AIR CONDITIONING CONDENSATE. PAY FOR ALL FEES, INSPECTIONS AND CONNECTION CHARGES REQUIRED. VERIFY AT JOB SITE SPACE CONDITIONS. DIMENSIONS WITH PIPE, FIXTURES, AND EQUIPMENT SIZE PRIOR TO FABRICATION OR INSTALLATION, COORDINATE REQUIREMENTS TO AVOID INTERFERENCE WITH OTHER TRADES. SUBMIT SHOP DRAWINGS FOR ARCHITECT/ENGINEER APPROVAL BEFORE PROCEEDING WITH THE PURCHASE OR INSTALLATION OF EQUIPMENT AND MATERIALS. GUARANTEE ALL WORK FREE OF DEFECTS IN MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM DATE OF ACCEPTANCE. MATERIALS: PROVIDE SHUT-OFF VALVES FOR EACH FIXTURE AND AIR CHAMBERS WHERE SHOWN AND WHERE REQUIRED FOR PROPER PERFORMANCE OF THE SYSTEM. PROVIDE DIELECTRIC FITTINGS TO CONNECT PIPING TO EQUIPMENT OF DISSIMILAR MATERIALS, USE CLAMPS AND FASTENERS OF SIMILAR METALS OR ISOLATE FROM PIPING AND SLABS TO PREVENT CORROSION. PIPING: DOMESTIC HOT AND COLD WATER: COPPER TUBING TYPE 'K' OR 'L' WITH SOLDER JOINTS, WOG BRONZE VALVES 125 P.S.I. MIN. PROVIDE PRE -MOLDED FIBERGLASS INSULATION FRO HOT WATER LINES. SANITARY WASTE AND VENT: CAST IRON PIPING UNDER SLABS, CAST IRON NO -HUB OR COPPER D.W.V. ABOVE P.V.C. DRAIN PIPE AND FITTINGS MAY BE USED WHEN ALLOWED BY LOCAL JURISDICTION, PRESSURE BALANCE VALVES FOR ALL TUB & TABLE 709.1 DRAINAGE FIXTURE UNITS FOR FIXTURES AND GROUPS FIXTURE TYPE DRAINAGE FIXTURE UNIT VALUE AS LOAD FACTOR INIMUM SIZE OF TRAP (INCIIES AUTOMATIC CLOTHES WASHERS. COMERCM 3 2 AUTOMATIC CLOTHES WASHERS. RESIDENTOL 2 2 QQAATHROOM GROUP AS DEFINED IN SECTION 202 (1.6 GPF WATER CLOSET) 5 _ BATHROOM GROUP AS DEFINED IN SECTION 207� WATER CLOSET FLUSHING GREATER THAN 1.6 G 6 - BATHTUBUjWITH OR WITHOUT OVERHEAD SHOWER OR WHIR OOL ATTACHMENTS) 2 1 1/2 BIDET 2 1 1/4 COMBINATION SINK AND TRAY 1 1 1/2 DENTAL LAVATORY 1 1 1/4 DENTAL LAVATORY OR CUSPIDOR 1 1 1/4 DISHWASHING MACHINE DOMESTIC 2 1 1/2 DRINKING FOUNTAIN 1/2 1 1/4 EMERGENCY FLOOR DRAIN 0 2 FLOOR DRAINtl h 2 2 FLOOR SINKS NONE h 2 KITCHEN SINK, DOMESTIC 2 1 1/2 KITCHEN SINK, DOMESTIC WITH FOOD WASTE GRINDER AND/OR DISHWAHER 2 1 1/2 LAUNDRY TRY 1 OR 2 COMPARTMENTS 2 1 1/2 LAVATORY 1 1 1/4 SHOWER (BASED ON THE TOTAL FLOW RATE THROUGT SHOWERHEADS AND BODY SPRAYS) FLOW RATE 5.7 GPM OR LESS GREATER THAN 5.7 GPM TO 12.3 GPM GREATER THAN 12.3 GPM TO 25.8 GPM GREATER THAN 25.8 GPM TO 55.6 GPM 2 3 5 6 1 1/2 2 3 4 SERVICE SINK 2 1 1/2 SINK 2 1 1 2 URINAL 4 NOTE d URINAL, 1 GALLON PER FLUCH OR LESS 2e NOTE d WASH SINK CIRCULAR OR MULTIPLE)EACH SET OF FAU ETS 2 1 1/2 WATER CLOSET, FLUHSOMETER TANK, PUBLIC OR PRIVATE 4e NOTE d WATER CLOSET, PRIVATE 1.6 GP 3e NOTE d WATER CLOSET, PRIVATE FLUSHING GREATER THAN 1.6 GP 4e NOTE d WATER CLOSET, PUBLIC 1.6 GP 4e NOTE d WATER CLOSET, PUBLIC(FLUSHING GREATER THAN 1.6 GPF) I 6e NOTE d SANITARY THIRD FLOOR PLAN SCALE: 1/4" = 1'-0" SANITARY SECOND FLOOR PLAN SCALE: 1/4" = V-0" STAI R STORAGE IC L. 4' DEN P�0 ELEV. *47 3' FROM 2nd FLR (29 FU) i's WFR"' Em E lII lIII CONNECT SEWER SANITARY GROUND FLOOR PLAN SCALE; 1/4" = 1'-0" COVERED TERRACE ENTRY FOYER mvA COVERED ENTRY II REVISIOX 2019 V � M Zo r0^, o u) J ry LL LW Lu 1 rr U Quj n F- Lo O 00 �UOR q`e�p�PF .�� .•os U'.rv'�l p> DATE 11/20/2020 DRAWN CR SCALE AS -SHOWN SANITARY LOOR PLANS Pl 002 TERMITE PROTECTION FOR NEW CONSTRUCTION AS PER F.B.C. 1816.1 & F.B.C. R318.1 - CONTRACTOR TO REFERENCE F.B.C. FOR FURTHER REQUIREMENTS. SOIL TREATMENT USED FOR SUBTERRANEAN TERMITE PREVENTION INSIDE THE FOUNDATION PERIMETER SHALL BE DONE AFTER ALL EXCAVATION, BACKFILLING AND COMPACTION IS COMPLETE, IF SOIL AREA IS DISTURBED AFTER INITIAL CHEMICAL SOIL TREATMENT, AREA SHALL BE RE -TREATED WITH A CHEMICAL SOIL TREATMENT INCLUDING SPACES BOXED OR FRAMED. TREATMENT MUST BE IN ACCORDANCE WITH THE RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. PROTECTIVE SLEEVES AROUND PIPING PENETRATING CONCRETE SLAB ON GRADE FLOORS SHALL NOT BE OF CELLULOSE -CONTAINING MATERIALS AND SHALL HAVE A MIN. WALL THICKNESS OF 0.010" AND SHALL BE SEALED WITHIN THE SLAB USING A NON -CORROSIVE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN PIPE AND SLEEVE. NO TERMICIDES SHALL BE APPLIED INSIDE THE SLEEVE PER FBC PLUMBING 305.1.1 CONTRACTOR TO VERIFY ALL DIMENSIONS WITH ARCHITECTURAL FLOOR PLANS FIB0' 0" N FLR a 6nF SECTION 6" CONC. SLAB W/ 1#5 @ 12" O.0 E.W. SCALE: 1" = V-0" SECTION GARAGE STEP 1#5 AT NOSING SLOPE 2" GARA`Y GE SLAB io �— 6" CONC. SLAB W/ 1 #5 @ 12" O.0 E.W SCALE: 1" = V-O" STEEL COLUMN PER STRUCTURAL PLANS STEEL BASE PLATE PER STRUCTURAL PLANS M11V. ANCHOR EMBEDMENT = 10" M11V. -TYP. -OP OF GRADE BEAM = 1'-6" 1EVEL1NG GROUT BASE STEEL COLUMN BASE PLATE SCALE: 1" = 1'-O" 3/16" ISOLATION JOINT FULL DEPTH OF SLAB CONCRETE WITHIN ISOLATION JOINT SHALL BE PLACED AFTER s" ADJACENT SLAB AREAS HAVE 12 dry. BEEN POURED 12 STEEL TUBE PER STRUCTURAL n YLIEU ONTROL JOINT OR ALTERNATE:ONST. JOINT ON COL. ROUND SUN-OENTER LINES IN MAY BE USED IOTH DIRECTIONS. OFSQUARE ISO JOINT TYP. ISOLATION JOINT DETAIL AT COLS. NO DIAMOND NECESSARY AT ROUND CONCRETE COLUMNS: ISOLATE SCALE: 1" = V-O" COLUMN FROM SLAB WITH 3/16" ISOLATION JOINT ONLY. 1 / AT CAST IN PLACE COLUMN PROVIDE 3/4" RAIN'CUT A 0� A SECTION SCALE: 1" = 1'-O" SLOPE 2" t�O TOP OF GRADE BEAM -V-6" F.F. OP OF PILE -3'-6" F.F. SCALE: 1" = V-0" PROVIDE 2#5 AT THICKEN EDGE �B 3FC FC FC TC ■ FC FC 6" CONCRETE SLAB W/ 1 05 EW @ 12" O.C. FC FC FC FC TC C-2 ■ ■ ■ I 3FC F C-2 FC FC lu 3FC FC FC FC FC FC FC — FI T I 1 -�-=w m----t�--r- ■ U (FC 3FC Wiml I I Iml FC FC FC FC FC AI FC 3FC C-1 FC 4" 4"X 4"X 1 /4" STL COLUMN (SEE DETAIL C &D) C-3 4" F 1.� 6" CONC. SLAB W/ 1#5 ® 12" O.C. EW WAY C-1 C CONC. SLAB W/ 1#5 ® 12" Q.C. EW WAY ■ L w CL 0 1 A S1.o2 BM ABOVE C-1 PAVERS ON WELL COMPACT SAND C-2 C-1F. AGROUND FLR. EL. —0 —0 6.33' NAVD) GROUND FLOOR STRUCTURAL PLAN 1 SCALE: 1 /4" = 1'-0" FC a FC FC FC PAVERS ON WELL COMPACTED SAND FC FC FC C-1 { C-1 C-1 3FC IFC FC FC FC FC 3FC REVISIONS: REV. REV. ISSUE 1 BOO 02 21 21 2 OWNER CHANGES 06 01 21 4 BDC 09 17 21 OWNER CHANGES 10 11/21 2019 Q It It 0) UIt M Z Q 0 r O V/ - r1 W Lu U LLJ a- Ui) O vi w s a ch w � W L V U zw ¢z w V'd' O Nz mm tiz �¢ <� C Sao o rn aw p I 1fJ O Lm �'�O] U m o d ma ow ON V] Orn.:..c�� �co ro Ow m 00 aU }F '^ K 3 wN a � V11 a a¢ a O W c� wO a K 0 a ww J O 0 N N Z U ¢moo Boa OJT V aww O Qoo a z o J�z woww `I 0WU f pox O�w,O 00 W0 F alN �=z 00� o= U l Z 0 e� 4* ,✓o DATE 11/20/2020 DRAWN CR SCALE AS -SHOWN ROUND FLOOR STAURAL P AT � -S1 ■02 #4 ® 12" O.C. PROVIDE 1#5 PROVIDE 3/ TOP BAR W/ MIN 32" O.C. HOOK RECESS (TYP) 2'-6" INTO INTO SLAB HOLLOW CORE TOPPING d,+15'-2" \ TOPS OF BB BB 1A 6" CONC SLAB W/ #5 ® 12" O.C. EW BOTTOM DETAIL 4 c a, BB-1A B-2 #4 ® 12" O.C. TOP PROVIDE 3/4" Lz'BAR W/ MIN 2'-6 RECESS (TYP) INTO HOLLOW CORE 1 TOPPING 2#5 41 TOT P El 5 �F BB 0 BB-lA B-2 4 6" CONC SLAB ` W/ #5 @ 12" O.C. EW BOTTOM PROVIDE 3/4" — RECESS (TYP) SECONDARY POUR (BY OTHERS). TYP. KOROLATH BEARING STRIPS 3" X 1/8" (BY SPI). TYP. PROVIDE 3/4" RECESS (TYP) SECONDARY POUR (BY OTHERS). TYP DETAIL 3" BRG. TYP. DETAIL 6" SLAB TO MATCH CONC TOP 3" TOPPING -HOLLOWCORE -2#5 PROVIDE 1 #4 16" O.C. W/ 12" HOOK INTO 6" CONC SLAB 6" SLAB TO MATCH CONC TOP 3" TOPPING 00 +15'-10" SECOND FIN FLR m PROVIDE 1#4 @ \--HOLLOWCORE 16' O.C. W/ 12" HOOK INTO 6" CONC SLAB - PROVIDE #4 "L" 2 0 REBAR GROUTED IN oil .. KEYWAY OR CORE. ONE 2v PER PLANK MIN.< - 3" CONC.. TOPPING AND REINFORCEMENT BY OTHERS. SEE STRUCTURAL DWGS. - GROUT AT KEYWAYS (BY SPI.) -HOLLOWCORE ro GROUT DAM (BY OTHERS), SEE STRUCT. DWGS, TYP BOND BEAM OR THE BEAM (BY OTHERS) 8" CMU WALL (BY OTHERS) #4 "Z" BAR GROUTED INTO �1 SAWCUT CORES AND #4 8'-0 " CONTINUOUS ONE PER o PLANK MIN. 2'_0" #3 TIE BARS ® 16" O.C. #3 ® 16" O.C. 3" CONC, TOPPING AND REINFORCEMENT BY OTHERS. SEE STRUCTURAL DWGS. HOLLOWCORE =01 • r DETAIL BOND BEAM (BY OTHERS) 8" MASONRY WALL (BY OTHERS) PROVIDE 3/4' RECESS (TYP) -loll #5 ® 12" O.C. EW BOTTOM DETAIL BB-lB 3FC L-1 (BELOW) "X4 WD NAILER W 40 TAPCONS ® 16' C (TYP) FC N m m FC ■ F FC ■ 0 w m FC J m N j I m m m m FC ATTACH WD TRUSSES TO WALL WITH JOIST HANGER W/l/4"O TAPCONS FC L_ ■ 2"X4 WD NAILER _ W/1/40 TAPCONS ® 16"OC (TYP) 3'-8" BB-2 FC FC N 1 m ■ N J BB-2 FC FC FC FC FC FC JL BB-2 3FC IN 2FC FC ■ 3'-8" All FC FC N I m m FC JIL FC ■ 3FC r-1 #4 BAR @ 12" O.C. 30" 4 30" 4 + a' #5 ® 12" O.C. EW BOTTOM 213-1 28-1 213-1 -2 FC 44/4 C1 C1 C1 e in 3 m J w fill CONCRETE m SLAB W/ #50 12' FO.C. EW i7 C2 C2 BB-2 PROVIDE 12" RECESS FOR SGD 3 J LLJ N 1 8" HOLLOW CORE SLAB W/ 3" CONCRETE TOPPING m „ W/ 6" X 6" -1.4 X 1.4 WWM 6 CONCRETE SLAB W/ #50 12' O.C. EW PROVIDE 8" RECESS FOR SGD 3 1 J W �Sl 03 m 3FC 0 or/ FC PROVIDE 8" RECESS FOR SGD 8" HOLLOW CORE SLAB W/ 3" CONCRETE TOPPING W/6"X 6" -1.4 1.4 WWM +26'-10" TOP OF 3RD FLR ® PROVIDE 8" RECESS FOR SGD N I m N BB-2 T 3FC ■ 6" CONCRETE PROVIDE 8" ■ FC L-3 SLAB W/ #50 RECESS FOR SGD ■ 2FC BELOW 12' O.C. EW AL 7 qv 3" 0� j1 8" HOLLOW CORE SLAB W/ 3" CONCRETE TOPPING .r3 CONCETE CA C W/ 6" X 6" -1.4 X 1.4 WWM I I o SLAB W/R m �12' O.C. EW 2 2FC BB-2 6" CONCRETE SLAB 51.03 FC JIL ■ TC W/ #50 12' O.C. EW FC 3FC BB-2 3FC 0 V11717111 0 1 0Ell 3FC FC l FC FC L-14 L-1 TC TG 1" RECESS �2THIRD FRAMING FLOOR PLAN SCALE: 1/4" = 1'-0" 1 I m N FC i m N 3FC 4F( ■ FC N 3o FC JW FC FC ■ FC cl m m N O Q J 1 m m FC FC FC 3 J O FC FC ■ 3FC AFC C1 NOTE: PROVIDE 3/4" RECESS AT BLOCK TO SLAB CONNECTION (TYP) GROUTED JOINT NOTE: MIN. GROUT STRENGTH TO BE 4000 PSI IN 28 DAYS UNLESS NOTED OR SHOWN OTHERWISE. IT SHALL BE A MIXTURE OF NOT LESS THAN ONE PART PORTLAND CEMENT TO THREE PARTS FINE SAND. 000 000 PLANK GROUTED JOINT CONNECTION STANDARD ULTRA DECK HOLLOWCORE PLANT DETAIL B-1 B-1 B-1 FC BB-1A FC TC 3FC C1 C1—��C1 L-1 AL BELOW FC I F6" CONCRETE m SLAB W/ #50 j 6" CONCRETE 12' O.C. EW C '' m SLAB W/ #5® F12' O.C. EW FC S1 03 FC BB-1A _ TC BB-1 FCFC FC FC FC ■ ■ ■ C2 FC L-1 17 r? o J W N I 00 8" HOLLOW CORE SLAB W/ 3" CONCRETE TOPPING I ■ FC m W/ 6" X 6" -1.4 X 1.4 WWM m ■ FC fill CONCRETE I Q �. SLAB W/ #5® C-3 FC F12' D.C. EW (BELOW) ■ Fc m SL03 FC 8B-1AI FC FC I FC FC FC ■ismT i m C� 3FC ■ 3FC BB-1Kk ■ 44 FC 8" HOLLOW CORE SLAB W/ 3" CONCRETE TOPPING I o �W/6 X6 -1.4X 1.4WWM LLJ m m C F ■ FC N m I OJ BB-1 +15'—loll m J m FC FC FC FC ® TOP OFF FC ■ ■ T FC PROVIDE 8" N p ® N RECESS FOR SGD w m FC F BB-1 7 T 3FC ■ 3FC 3-1A 6" CONCRETE FC SLAB W/ #50 ih L-1 FC C1 12' O.C. EW ■ 2FC FC PROVIDE 8" RECESS FOR SGD 3D 7 3" FC a N 8" HOLLOW CORE SLAB W/ 3" CONCRETE TOPPING I m m W 6" X 6" -1.4 X 1.4 WWM m fill CONCRETE FC m SLAB W/ #50 12' D.C. EW FC ■ 3 51.03 2FC BB-lA FC C1 ■ T ■ 3FC FC B-4 B-1 m 3FC m m 2"X4 WD m ■ ■ ■ ■ m 2"X4 WD NAILER C FC FC FC FC I F NAILER 3FC BB-1C L-Z ATTACH WD TRUSSES TO (BELOW) WALL WITH JOIST HANGER SECOND FRAMING FLOOR PLAN 1 l SCALE: 1/4" = 1'-0" 2019 Q rn It 0 c- �J coL �O�/� o VN! J 1..� LL WLd cc L / O � w < N Z ww Q0 U V zw Q 0 � NZ �. ym�m �z 3SUM N �n �Q << arnmcm V~ N aw rn m 0 �cm w rD m mm mF - I Wa m B 00 im -+ X* '/ a F x a a ¢z O w 0 ww <o N 0- wzu a�0 5m [� ova �i 41 � J K ko QFw ti rpm o NZ m z¢o ozz w , m5N N�O 0412 �=z a� CL 0�z y �.Mvf:.3pq. ........ 1�A <c •' S LArV rp Al ., : aA S, DATE 11/20/2020 DRAWN OR SCALE AS -SHOWN SECOND &THIRD FRAMING FLOOR PLANS '17L�tQt�.. BEAM SCHEDULE BEAM ELEVATION TOP OF BEAM REMARKS B-1 EL +17'-4" 12%16" CONC BMW 3 6 BOTTOM & 3 6 TOP W 3 STIRRUPS 0 8" O.C. B-2 EL +16'-9" 8"02" CONC. TIE BMW 2 6 BOTTOM & 2 #6 TOP W STIRRUPS 0 6" O.C. 0-4 EL +16'-9" 8"X20" CONC BM Wy 2 7 BOTTOM, 2 5 MID & 2 7 TOP W STIRRUPS 0 6" O.C. B-5 EL +29'-4" 8N12" CONC. BMW 2 5 BOTTOM & 2 5 TOP W STIRRUPS ® 8" O.C. 28-1 EL +29'-4" 12"x16" CONC BMW 3 6 BOTTOM & 3 6 TOP W 3 STIRRUPS ®8" O.C. 2B-2 EL +28'-9" 8"06" CONC. BM W1 2 6 BOTTOM & 2 6 TOP W STIRRUPS 0 6" O.C. 38-1 EL +40'-8" < 12"06" CONC BMW 3 6 BOTTOM & 3 6 TOP W 3 STIRRUPS 0 8" O.C. 3B-2 EL +'-8" 12"X36" GONG BM W 3 7 BOTTOM, 2 6 MID & 3 6 TOP W 3 STIRRUPS 0 6' O.C. 3B-3 EL +4041'-8" 8"X36" GONG BMW 2 7 BOTTOM, 2 6 MID & 2 6 TOP W 3 STIRRUPS 0 6' O.C. COLUMN SCHEDULE TC 8"X12" CONC COL W/ 4 #5 & W/ #3 STIRRUPS 0 10" O.C. C-1 12"X12" GONG COL BLOCK W 4 6 & #3 STIRRUPS 0 12" O.C. C-2 8"X12" CONC COL W 4 #6& #3 STIRRUPS 0 6" O.C. C-3 4"X4"X1 4" STL COL W 8"X12"X1 4" TOP PLATE W/ (4)-5/8" DIA. HEAD STUDS 8" LONG & 12"X12"X1 4" BOTTOM PLATE W/ (4)-5/8" DIA. X 6" EXP. BOLTS C-4 8"X16" CONC COL W1 4 6& #3 STIRRUPS ® 8" O.C. C-5 8"X23" GONG COL W 4 6& #3 STIRRUPS 0 8" O.C. FC 1 5 0 32 O.C. 2FC 2 5 3FC 13#5 BOND BEAM SCHEDULE BEAM ELEVATION TOP OF BEAM REMARKS BB-1 EL +14'-9" 8"06" wl 1 5 TOP & 1 5 BOTTOM BB-1A EL +14'-9" 8"06" w 1 5 TOP & 1 5 BOTTOM 88-1B EL +26'-2" 8"x16" w 1 5 TOP & 1 5 BOTTOM BB-1C EL +15'-2" < 8%16" w 1 5 TOP & 1 5 BOTTOM BB-2 EL +26'-9" 8"x16" w 1 5 TOP & 1 5 BOTTOM BB-3 EL +38'-8" 8"x16" wl 1 5 TOP & 1 5 BOTTOM EL +3T-9" 8"x16" w i 5 TOP & 1 5 BOTTOM 0::33 EL +39'-8" 8"x16" w 1 5 TOP & 1 5 BOTTOM EL +42'-8" 8%16" wl 1 5 TOP & 1 5 BOTTOM LINTEL SCHEDULE BEAM LINTEL SIZE CAST CRETE SPECIFICATION BOTTON STEEL MAX. GRAVITY LOAD (PLF) MAX. UPLIFT LOAD (PLF) MAX. LATERAL LOAD (PLF) L-1 54" 8FB-18 1 5 1,969 1,207 591 L-2 42" 8FB-1B 1 5 2,561 1,569 1,029 L-3 78" 8FB-1B 1 5 1,236 836 721 L-4 90" 8FB-1B 1 5 1,011 727 534 L-5 112" 8FB-18 i 5 752 591 512 L-6 208" 8F24-1B 2T 1 6 BOT & 2 6 TOP 1,047 688 116 L-7 220" 8FB-16 1 6 235 162 1 148 LEGEND: FC - (1) #5 VERTICAL IN GROUTED CELL FROM FOOTING TO TIE BEAM ® 32" O.C. MAX. U.O.N. 3FC - (3) #5 VERTICAL IN GROUTED CELL CORNERS. NOTES: 1. DRAWINGS TO COMPLY WITH THE F.B.C. 2017 6TH ED. 2. NOT USED. 3. TRUSS FABRICATOR TO SUBMIT SHOP DRAWINGS FOR APPROVAL BY THE CITY. 4. EXTERIOR WALLS TO BE 8" THICK SOLD GROUTED CONCRETE BLOCK MASONRY WALLS. fm= 1500 PSI. GROUT TO BE 3000 PSI. GROUT MIX PROVIDE BEARING BLOCK SET IN TYPE S MORTAR. 5. ALL CONCRETE SHOULD BE fc = 3000 PSI AT 28 DAYS. ROOF LOADS: LL = 20 PSF DL = 25 PSF UPLIFT ZONE 1 = -37 PSF LESS MIN. DEAD LOAD = 10 PSF TOTAL NET UPLIFT ZONE 1 -27 PSF UPLIFT ZONE 2 & 3 = -65 PSF LESS MIN. DEAD LOAD = 10 PSF TOTAL NET UPLIFT ZONE 2 & 3 = -55 PSF STRAP SCHEDULE UPLIFT MANUF MODEL # NOA # CAPACITY (LBS) REMARKS O NU-VUE DOUBLEINVHTA-16 20-0901.05 2,649 (18)-10d x 1 1/2" IN STRAPS (6)-10d X 1 1/2" IN SEAT STRAP O SEE DETAIL 5,760 GIRDER TRUSS ANCHOR BRACKET 10/S1.03 Q SIMPSON HGT-3 FL 10456.8 10,790 (2)-3/4" ANCHOR W/ WASHER (12" MIN. EMBED.) ® NU-VUE 20-0610.01 821 10)-10d HEADER W-10d X 1 1/2" IN SEAT NVJH26 GRAVITY LOAD 1,240 20-0519.03 1,193 (14)-10d IN STRAP JNU-VUE NVUH26 NVTA-2 n 0 5 5 a I P m _ 16 1'-4" O.H. GIRDER TRUSS 2 3 " 1,-4. �C 5 PROVIDE 2" x 4" CONTINUOS LATERAL BRACING TO BOTTOM CORD W/ (2)-16d NAILS PROVIDE 5/8" PLYWOOD - - SHEATHING ON TOP OF TRUSS CORD AS PLATFORM —— - ---lRAY CEILING � —ATTIC ACCESS F- o M 'o W I z — — — m - BB-3 BB-3A - - I- - - +— -4• 2'-6" — — — — — — — — I — �O M F m H O4• 5'-0" H. TRAY CEILING MDER TRU S L 5 O.H. CCU ROOF FRAMING PLAN l4 SCALE: 3/16"=1'-O" PROVIDE MIN. 1/2" PLYWOOD TO UNDERSIDE OF WOOD TRUSSES ON COVERED TERRACES (TYP.) 5 6 O.H. 1 mI I wIL I a 0 1 �I 4- Olt = _ 0 3 �i O.H. 10�0 FR 0 O PROVIDE MIN. 1/2" PLYWOOD NAILED TO UNDER SIDE OF TRUSSES C PROVIDE MIN. 1/2" PLYWOOD NAILED TO UNDER SIDE OF TRUSSES II REVISION 2019 FLORIp�'1+A�opF LA VZ9 'F U t- DATE 11/20/2020 DRAWN CR SCALE AS -SHOWN ROOF r—IWAK T PLAN S1.04