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RC16-634a to Fli=OPERTY ADDRESS 10125 BISCAYNE BOULEVARD, MIAMI SHORES, FLORIDA LEGAL DESCRIPTION I'MIAMI SHORES SEC 8 REV PB 43-67 LOT 8 LESS BEG SW CDR LOT 7 TH SWLY27.41FT NWLY120.59FT NELY52.35FT SELY128FT TO POB & LOT 9 LESS NWLY12FT FOR R/W SCOPE OF WORK: ADDITION OF 626.53 SF (ONE STORY) TO INCLUDE NEW POWDER ROOM, MASTER BEDROOM AND BATHROOM. RELOCATE KITCHEN. PROJECT INFO: APPLICABLE CODES & REGULATIONS: 1. FLORIDA BUILDING CODE 5th EDITION (2014) EXISTING BUILDING 2. FLORIDA MECHANICAL CODE 5th EDITION (2014). 3. FLORIDA PLUMBING CODE 5th EDITION (2014). 4. 2011 NATIONAL ELECTRICAL CODE CLASSIFICATION OF WORK ALTERATION LEVEL OF ALTERATION : ALTERATION LEVEL 2 LEVEL OF REHABILITATION 6 (ADDITION) GENERAL NOTES 1. ALL WORK IS TO BE DONE IN ACCORDANCE WITH THE FLORIDA BUILDING CODE -EDITION 2010 AND ALL REGULATORY LOCAL AND GOVERNMENTAL CODES. 2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE DISCOVERED BEFORE PROCEEDING WITH THE WORK. 3. CONTRACTOR TO AQUIRE ALL REQUIRED PERMITS FOR THE CONSTRUCTION AND SUBSEQUENT OCCUPANCY OF THE PROJECT. 4. ALL WORK DONE UNDER THE SUPERVISION OF THE CONTRACTOR SHALL BE DONE IN A NEAT AND WORKMAN -LIKE MANNER AND IN ACCORDANCE WITH ALL GOVERNING AGENCIES, RULES AND REGULATIONS HAVING JURISDICTION. 5. CONTRACTOR TO PROVIDE ALL SUPPLEMENTARY MATERIALS REQUIRED TO INSTALL, SUPPORT, BRACE AND SHORE ALL BUILDING COMPONENTS. 6. PRIOR TO COMMENCING WORK, THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EQUIPMENT AND UTILITIES TO BE REMOVED. REMOVALS SHALL BE COORDINATED WITH THE OWNER AND ALL BUILDING AUTHORITIES HAVING JURISDICTION. 7. CONTRACTOR SHALL PROVIDE THE ARCHITECT WITH RED -LINED AS -BUILT DRAWINGS FOR ANY AND ALL FIELD CHANGES AND/OR ADDITIONS TO THE WORK INCLUDING IN THE DRAWINGS. 8. IF ANY CHANGES AND/OR DEVIATIONS ARE MADE TO THESE PLANS WITHOUT THE WRITTEN AUTHORIZATION OF THE ARCHITECT. THE CONTRACTOR SHALL BEAR FULL RESPONSIBILITY FOR SUCH CHANGES AND/OR DEVIATIONS. 9. IF DURING THE COURSE OF CONSTRUCTION ANY DEVIATIONS ARE MADE AT THE FIELD, AGAIN, THE CONTRACTOR SHALL BEAR FULL RESPONSIBILITY FOR SUCH CHANGES AND DEVIATIONS. 10. ALL SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT FOR DESIGN CONFORMANCE ONLY. 11. SUBSTITUTIONS MUST BE REVIEWED AND APPROVED BY THE ARCHITECT OR ENGINEERS. 12. CONTRACTOR OR SUB -CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING HIS OPERATION AND ANY DAMAGE TO HIS WORK WHILE PROJECT IS UNDER CONSTRUCTION. 13. ALL DESIGNS AND DRAWINGS HEREIN AND PRINTS ISSUED BY THE ARCHITECT ARE THE PROPERTY OF THE ARCHITECT AND SHALL NOT BE REUSED ON ANY OTHER LOCATION EXCEPT WHERE THE ONE FOR WHICH THEY WERE EXPRESSLY DESIGNED IF THEOR ANY PART THERE OF IS WIT OUT THE CIONSENT NGS OF THE ARCHITECT, THE PERSONUSOD DOING WILL BE INDEBTED TO ARCHITECT FOR HIS FULL COMMISSION. PROJECT LOCATION ZONING INFO. ZONING = A-E LOT SIZE . 13,676.17 S.F. REQ'D EXISTING PROVIDED LOT COVERAGE 4,102.85 SF (30% LOT NET) 2,072.97 SF (15.15%) 2,699.5 SF (19.73%) MAIN BUILDING EXISTING = 2,072.97 S.F. ADDITION = 626.53 S.F. TOTAL MAIN BUILDING = 2,699.5 S.F. SETBACKS REQ'D EXISTING PROVIDED Front 25' 27.1' 25' Rear 15' 16.8' 16.8' Both Sides 10' 10.1' & 59.2' 10.1' & 10' DRAWING INDEX SP-1 - SITE PLAN A-1 - FLOOR PLAN A-2 - ELEVATIONS A-3 - ROOF PLAN A-4 - SECTIONS S-0.0 - STRUCTURAL GENERAL NOTES S-1.0 - FOUNDATION PLAN S-1.1 - ROOF FRAMING PLAN S-2.0 - SECTIONS S-3.0 - DETAILS S-3.1 - DETAILS M-1 - MECHANICAL PLAN E-1 - ELECTRICAL SITE PLAN E-2 - PROPOSED ELECTRICAL PLAN P-1 - PLUMBING SITE PLAN P-2 - PROPOSED PLUMBING PLAN P-3 - PROPOSED SANITARY PLAN P-4 - PROPOSED WATER PLAN BISCAYNE BOULEVARD SITE PL I SCALE:3/32"=1 -0 CIETVD MA I 0 16, Bar: C I I y OF ill IIor Required _ For TN ot erm �gg �1-y r J1 ' p SHORES VILLAG3E CULG<ING DEPARTMENT A- FT" CVE;D zclm1 4G r_ R 3p� �uTRUCTURAL J" I ELECTRICAL t ra 3 � 6 r� �I" 4� Y T4 � 1"OF �LI:INCF NII r1 LEGEND:_ EXISTING 1 JUS ON NEW All/Service Design E O U C ca rz V � C/) U W N r C:) d I a7 A Ca V) _U �m\J v ® c) n -r-- W () Efi CO CO CO .. p co 8 it � ti Q Q 0 0 u- REVISIONS: NO. DATE SCALE : AS SHOW Lu G O 00 M j r-1 CJ_ G CIO ILL W LL° Lu \ J > ?� z � Lu � V) COO z Lr ) z N I -I O o I-1 Q W z z uiw Ls Zw wF aZ aS3 UZ 141 J cn Q _ Cf) ,J�t DY - - - - Eff 00 O G LLJ Cn w_ _-< 0Z F- J I u_ u� Q U Q L� Lt LZ 0 w W a = Q0 wz o '� N � V� w I_ < _j Z W 00 U)QLil VJ� 0, > 0) N =Q� QQ 0 O~ Cn L0 L0 li LjZ O J U) Q cfl O Q J Qz U LLJ Z � � -�F0 n w 0z­-U'L C O z u00�� U LL OLLJ a_z0> W ❑ I� 00 = a- T_WOOf LL I-E):�EOcr) a PROPERTY ADDRESS 10125 BISCAYNE BOULEVARD, MIAMI SHORES, FLORIDA. LEGAL DESCRIPTION MIAMI SHORES SEC 8 REV PB 43-67 LOT 8 LESS BEG SW CDR LOT 7 TH SWLY27.41FT NWLY120.59FT NELY52.35FT SELY128FT'TO POB & LOT 9 LESS NWLY12FT FOR R/W SCOPE OF WORK: ADDITION OF 626.53 SF (ONE STORY) TO INCLUDE NEW POWDER ROOM, MASTER BEDROOM AND BATHROOM. RELOCATE KITCHEN. -PROJECT INFO: APPLICABLE CODES & REGULATIONS: 1. FLORIDA BUILDING CODE 5th EDITION (2014) EXISTING BUILDING 2. FLORIDA MECHANICAL CODE 5th EDITION (2014). 3. 4. 2011 NATIIONALDA ING E ECTODE RICALtCODETION (2014). CLASSIFICATION OF WORK : ALTERATION LEVEL OF ALTERATION ALTERATION LEVEL 2 LEVEL OF REHABILITATION 6 (ADDITION) GENERAL NOTES 1. ALL WORK IS TO BE DONE IN ACCORDANCE WITH THE FLORIDA BUILDING CODE -EDITION 2010 AND ALL REGULATORY LOCAL AND GOVERNMENTAL CODES. 2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE DISCOVERED BEFORE PROCEEDING WITH THE WORK. 3. CONTRACTOR TO AQUIRE ALL REQUIRED PERMITS FOR THE CONSTRUCTION AND SUBSEQUENT OCCUPANCY OF THE PROJECT. 4. ALL WORK DONE UNDER THE SUPERVISION OF THE CONTRACTOR SHALL BE DONE IN A NEAT AND WORKMAN -LIKE MANNER AND IN ACCORDANCE WITH ALL GOVERNING AGENCIES, RULES AND REGULATIONS HAVING JURISDICTION. 5. CONTRACTOR TO PROVIDE ALL SUPPLEMENTARY MATERIALS REQUIRED TO INSTALL, SUPPORT, BRACE AND SHORE ALL BUILDING COMPONENTS. 6. PRIOR TO COMMENCING WORK, THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EQUIPMENT AND UTILITIES TO BE REMOVED. REMOVALS SHALL BE COORDINATED WITH THE OWNER AND ALL BUILDING AUTHORITIES HAVING JURISDICTION. 7. CONTRACTOR SHALL PROVIDE THE ARCHITECT WITH RED -LINED AS -BUILT DRAWINGS FOR ANY AND ALL FIELD CHANGES AND/OR ADDITIONS TO THE WORK INCLUDING IN THE DRAWINGS. B. IF ANY CHANGES AND/OR DEVIATIONS ARE MADE TO THESE PLANS WITHOUT THE WRITTEN AUTHORIZATION OF THE ARCHITECT, THE CONTRACTOR SHALL BEAR FULL RESPONSIBILITY FOR SUCH CHANGES AND/OR DEVIATIONS. 9. IF DURING THE COURSE OF CONSTRUCTION ANY DEVIATIONS ARE MADE AT THE FIELD, AGAIN, THE CONTRACTOR SHALL BEAR FULL RESPONSIBILITY FOR SUCH CHANGES AND DEVIATIONS. 10. ALL SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT FOR DESIGN CONFORMANCE ONLY. 11. SUBSTITUTIONS MUST BE REVIEWED AND APPROVED BY THE ARCHITECT OR ENGINEERS. 12. CONTRACTOR OR SUB -CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING HIS OPERATION AND ANY DAMAGE TO HIS WORK WHILE PROJECT IS UNDER CONSTRUCTION. 13. ALL DESIGNS AND DRAWINGS HEREIN AND PRINTS ISSUED BY THE ARCHITECT ARE THE PROPERTY OF THE ARCHITECT AND SHALL NOT BE REUSED ON ANY OTHER LOCATION EXCEPT WHERE THE ONE FOR WHICH THEY WERE EXPRESSLY DESIGNED IF THESE DRAWINGS OR ANY PART THERE OF IS REPRODUCED WITHOUT THE CONSENT OF THE ARCHITECT, THE PERSON SO DOING WILL BE INDEBTED TO ARCHITECT FOR HIS FULL COMMISSION. NING INFO, F NING = A-E LOT SIZE . 13,676.17 S.F. REQ'D EXISTING PROVIDED LOT COVERAGE 4,102.85 SF (30% LOT NET) 2,072.97 SF (15.15%) 2,699.5 SF (19.73%) MAIN BUILDING EXISTING = 2,072.97 S.F. ADDITION = 626.53 S.F. TOTAL MAIN BUILDING = 2,699.5 S.F. SETBACKS REQ'D EXISTING PROVIDED Front 25' 27.1' 25' Rear 15' 16.8' 16.8' Both Sides 10' 10.1' & 59.2' 10.1' & 10' L DRAWING INDEX SP-1 - SITE PLAN A-1 - FLOOR PLAN A-2 - ELEVATIONS A-3 - ROOF PLAN A-4 - SECTIONS S-0,0 - STRUCTURAL GENERAL NOTES S-1.0 - FOUNDATION PLAN S-1.1 - ROOF FRAMING PLAN S-2.0 - SECTIONS S-3.0 - DETAILS S-3.1 DETAILS M-1 - MECHANICAL PLAN E-1 - ELECTRICAL SITE PLAN E-2 - PROPOSED ELECTRICAL PLAN P-1 - PLUMBING SITE PLAN P-2 - PROPOSED PLUMBING PLAN P-3 - PROPOSED SANITARY PLAN P-4 - PROPOSED WATER PLAN OPEN VALVE BISCAYNE BOULEVARD CONCRETE SIDEWALK t> 3 APPROVED M IA .. � .. MI -DARE C�fVTy HEALTH DEPART ENT T PE R MIT N: .. DATE l Cl)t� �} �-^� PTIC TANK GAL. (MIN), r. .. vQ Q p 90 0 C DRAINFIELD O� � SO. FT. (MIN) 5 ASPH.ALT DRIVEWAY INSTALL-I-+4-�OF SLIGHTLY LIMITED 301t f - UNDER BOTTOM 7RAINFI D INVERT ELEVATIBOTTOM OF ON I N PERIMETER OF EXCAVATION AREA SHALL BE t, ih AT LEAST 2 FEET WIDER AND LONGER THAN THE i� 1ROPOSED ABSORPTION BED OR DRAIN TRENCH. N � N PL NEW CMU 6' WALL The contractor or boring adjacent t (the draiinfieldls xc&v fired to peAarm a sa11 Inspection. Prior to Final Approval, e a atlon at the time of fin 'I 6'-2" 50'-11" witness the soil borin an PP oval, the FDOM Ins9est Or shal ORE g om. are the resylt e OPEN site ewluation submittedeinspaC.ion fes wa the origin 4' CONC. `. VALV - I 9'-6„ if tht contracial, Iriot." ha' 00assesse Itia3ltg gt frig 8rryri�a�J time. WALKWAY GARAGL GRASS 34'-0" ELEV.-9 47' NEW WOOD o d m PERGOLAzo 110 v Ui I n 0 24'-5" z5 1 a TILE DECK �i 6,0' -- -4- 24 6El FFE 045 CT EW DRAINFIELD NEW RD RESERVE (250 SF) :ONE 'STORY %RESIDENCE EW WOOD C Cr ',N o ,,J'012 ERGOLA ()ETAILS IN A-6) M _PI 0" SOIL PROFILE 2 � 13'-5" 9.21' NGVD ELEUI^'ALI DARE METER #AlAMi. A IPP s� (1. NE IN DISC. COUNTY' C TM --aQ , �P RM17-#:.'�ANA%MeNE) C 22,1' � TE:,,,,,b/+%C.sZ-Qq r%J7Q LA SEE ELECTRICAL ^'c= .�( RISER DIAGRAM 15'-8" O E `TIC TANK_„.g0�_ cd '` It.(MIN) o MELD. 10'-2" � r JEW WOOD h � SO. F; w j DECK NSTALl N (MIN) co 413 S9/i UNDER gpr."' OF "IIGHTLv Lf 3M i,. RAINF MITED SO l/ INVERT ELEVA7,; . OTTOM OF DRAINFfEU7 ELE Vq C fl PERIMETER OF EXCAVATIO iE1) PROPO ED ABSORPTION ANA LONGER HALL Be 2 WAY ®A/C EXIST F.F.E o ,R D THAN tHj_ F.C.O. f 8.55 NGVD RAIN TREN H. 4 10'-0" h ins on pioVIIlfebdesignee) is re7uired to perform a soil C)m 0" l t to the drainfle)d excavation at the time ofrh n. rior to Final Approval, the FOOH Inspectors) �f{ site e fitness the sail boring and compare the results to the o,% a valuation submitted. A WrOspectlon fil will be asses If th) gpnlryNRr la R01 at the )obsite at tho area !b@p t OIL PROFILE s 9.21 NGVD y{yygOBd'S'0'1's'0 A1Nn07 30tl0'IWtlIW H1Ttl3H tlolt101d AN so 833 WVaD0ud's(1'r5'0 A1Nn0) MV0-IWVIW HllVM VC111014 s 033 FEB u 1 2011 fLORIDA HEALTH MIAMI+OADE COU NV 0.57.6,5. PR04SRAM SITE PLAN SCALE: 3/32"=1'-0" BI,)II,DINO REVIEW ' SS APPPOVM_ LEGEND: EXISTING H(,LOI�., FFi 1� F NEVI#, UTIOA =0. S tDA J`,`.•t4`� ., /S X[Service Design F- O U Z!n V � U LLJ e-- Q) a CD W I -- co Cj O M P` CO O LU Cn co O 00 CO Q REVISIONS: NO. DATE SCALE : AS SHOW e • I s eee e • e ed emu,_ I I ' ^ �J •• ate_ I co T" M Qo W LL V < U) 11J U) 1-_i O CO = z Lr) z N G ® Q H 57 0 Q W z z LU �¢ z M� a Z a V Z J � J cM W CC Q CO 0] 0 O o �~ o z LiJ a U� �-- i L) I �Ozz�� J LL�QOQ � (,C)>LJ LLJ z �o OW J LU - N 1"9 � m =Jo Z LL_i 00 J=O (n Q w J Q Q N O O Z z LC) Ln Lj U Go�n_ Q co Q z � � U)LL1 Fcl 0-�GW Ozo: oW r) S �zo =woCr_ w LEGEND: EXISTING 8" C.M.U. EXTERIOR WALL. F ----- == EXISTING NONE RATE PARTITION WALL 'I 11111111I �drNOW • • IIIIIIIIIIIIIIIIINEW 'C.M.U. EXTERIOR TO BE REMOVED NOTE: THE CONTRACTOR WILL SUBMIT SHOP DRAWINGS UNDER SEPARATE PERMITS FOR: -RAILINGS AND HANDRAILS. -EXTERIOR DOORS AND WINDOWS. -POOL. -SEPTIC TANK NOTE: PROVIDE WALL TILES IN BATHROOM WET AREAS TO 6 FEET MINIMUM ABOVE FLOOR. NOTE: INTERIOR WALL, CEILING, FLOORS, DECORATIONS AND TRIM SHALL COMPLY WITH FBC 803 ABD FBC 804 THE SHOWER COMPARTMENT ACCESS AND EGRESS OPENING SHALL HAVE A MINIMUM CLEAR AND UNOBSTRUCTED FINISHED WIDTH OF 22 INCHES . FPC 417.4.2 RAINWATER FROM THE ADDITIONAL ROOF WILL BE CONTAINED WITHIN PROPERTY LINES. THE AREA WHERE STORM RAINWATER CURRENTLY DRAINS TO WILL REMAIN UNCHANGED. WITH THE NEW ADDITION, LOT COVERAGE WILL BE UNDER 30%. WITH THE EXISTING LOT GRADE ON THE FRONT AND REAR OF THE SUBJECT PROPERTY THERE IS SUFFICIENT STORM RAINWATER DRAINAGE. PROPERTY ABUTTING ON THE SOUTH SIDE HAS A F.F.E. THAT IS AT LEAST 1 FOOT HIGHER THAN THE SUBJECT PROPERTY'S F.F.E., AND THEREFORE ITS F.F.E. IS AT LEAST 2.5 FEET HIGHER THAN THE SUBJECT PROPERTY'S LOT GRADE. PROPERTY ABUTTING ON THE NORTH HAS A F.F.E. AT THE SAME LEVEL OR HIGHER AS THE SUBJECT PROPERTY'S F.F.E, AND THEREFORE ITS F.F.E. IS AT LEAST 1 FOOT ABOVE SUBJECT PROPERTY'S LOT GRADE. ON THE EAST THE SUBJECT PROPERTY IS ABUTTED BY A CANAL. EXISTING PLAN SCALE: 1 /4°=1'-0" ULE Ai i nnnRc gHADOOR WITH INIF AD101 CAP 7.2.1.4.4 EDIT. 2014 No. SIZE TYPE MAT. REMARK HARDWARE OPENING HEIGHT THICKNESS AO(EXIST) EXISTING TO REMAIN © (NEW) 36" 1 80" 1 3/4" NON RATED W0. HINGED DOOR PASS THROUGH ©(NEW) 32" 80" 1 3/4" NON RATED WD. HINGED DOOR P�& THROUGH D(NEW) 34" 80" 1 3/4" NON RATED WD. HINGED DOOR PASS THROUGH EO (NEW) 32" 80" 1 3/4" NON RATED WD. POCKET DOOR PASS THROUGH O (NEW) 151" 80" 1 3/4" NON RATED WD. SLIDE DOOR PASS THROUGH Q (NEW) 233" 80" 1 3/4" NON RATED GL. SLIDE DOOR PASS THROUGH m m E WINDOWS SCHEDULE Wic A.,;.,� Wf+h AAFPA1 n9. 3n 9 9 9nl4 PH MARK BUCK SIZE MATERIAL MANUF. TYPE N.O.A. WIDTH HEIGHT 1❑ EXIST 36" ALUM/GLASS CGI SENTINEL HORIZONTAL ROLLER SERIES 120 IMPACT RESISTANT CLEAR GLASS TYPE A 11-1031.04 0 NEW 36" ALUM/GLASS CGI ,SENTINEL FIXED WINDOWS SERIES 130 IMPACT RESISTANT CLEAR GLASS TYPE A 14-0515.11 3 NEW 48" ALUM/GLASS CGI SENTINEL FIXED WINDOWS SERIES 130 IMPACT RESISTANT CLEAR GLASS TYPE A 14-0515.11 ElNEW 70" ALUM GLASS / CGI SENTINEL FIXED WINDOWS SERIES 130 IMPACT RESISTANT CLEAR GLASS TYPE A 14-0515.11 Fil NEW 106" ALUM/GLASS CGI SENTINEL FIXED RESISTANT WINDOWSSERIES 1 0 TYPE A IMPACT 14-0515.11 0 PROPOSED PLAN SCALE: 1 /4"=1'-O 1#1110 BUILDING REVIEW /All Service Design E O U z U U UJ �O r 0 r U CN M O co M I` co O CO CO co J Q Q a) UOILU REVISIONS: NO. DATE SCALE : AS SHOW Cw G O 00 J Q M > ,--i m 1710 M Q V- LU LJL. J } z � W ml�_ (n �-q O C° = z U-) Lf) N �-q r-I O O Q 0 0 Q w z z L 0 z w wYL a Z a a U Z J U, J M .W cY Q - (0 �O O0 r Z w Zr7 f < Cn �0-za� V-- - z: C."L_jwuw Q D_ :E,;E IV N '_j z =_j ,= W 03 U) Q w m S Q L Q Q N 0 0~ Z Lc� j O J N QLjQz n I") �m00� ItLL V) oz �wO0C_=0> 't O W I") _ = w 0 0' LLJ El03 0!�00 n aiTM% — EXIST. +12'-10" Vr,JTOP OF HIGHEST RIDGE �J /` +17'-09" _ _._ +12'-10"h I M +12'-09 TOP OF RIDGE +12'-09" TOP OF HIGHEST RIDGE NEW 2X1 WOOD SLATS COVERING (SEE TYPICAL DETAIL PAGE A-7) +11'-03" STOP OF RIDGE NEW 2X4 WOOD SLAT (SEE TYPICAL DETAIL PAGE A-7) +08'-OO'AL CLG.H.T. FRONT ELELATION SCALE:1/4"=1'-O" LEFT ELEVATION SCALE: 1 /4"=1'-0" +12'-09" TOP OF RIDGE RIGHT ELEVATION SCALE: 1 /4"=1'-0 u EEDEEEED INEW CONCRETE BLOCK FENCEI REAR ELEVATION SCALE:1 /4"=1'-0" +12'-1 O" %1 +08'-OO' CLG.H.T. foo'-oo" F.F.E_-00'-06" EXIST. GRADE ELEV BUIL'IING +PP eeg Bwipyi117 7-1 d; . 31 U- e All/Service e Design E O U C O z N U W " ti M d O O d W — N ti cy) U M�1 NL) w V t O� M O � '--' � � T"- U) O Co 000 0 *k J a Q vole REVISIONS: NO. DATE SCALE : AS SHOW mem w -' z O = G:) J M r-I � / � M a u- w LL w z z v w CIO-, (� U) O m z In z N O O Q Q w z z G.. Ww G° IQ w� a Z a 0 Q U Z J J Cn M W (Y Q M m 00 6) p ~ O < Cn W p W �0Z�> J Q 0 Q �ZO(L W C Q0 > :2 W p Q f — tJ — N �pQm� LLJ Io Q -1 D 0 Z = J p J = Llj 00 (n Q W J H > � = Q Q Q N 0 0 Cn I-- L' W CZ9 Ln Ln O J (n - Q CO Q Q JQZ(n LLJ Z �m(nU)p Z N W O Z I- - W Of z �00�U ILL -t O W CZO� r) = = W O W ❑ o0 = �-0'p0(n aummm •m • mmma•o o m eo•mm• • m•••• • 01mm• ...... •••os• • o •••oo• �sso• 000es is000• 0 •000• •000• Y ELEV. BOTTOM C.L.H ATTIC FOOTING C.M.0 WALL ELEV. +12-09" 3F-j _ BEDEROOM TILE ROOF ELEV. +12-10" — — — — — — — — — — — — — — — — — — — — — — TOP OF HIGHEST RIDGE 2.5 2.5 WOOD �1X3 MTL. FURRING STRIPS ® 24" O/C MIN / 1"x3" P.T. WOOD FURRING (FIRE STOP EXPANSION JOINTS) (TYP.) NEW 1/2" DRYWALL ON 2" x 1" PT FURRING 16"O.0 AND R-3 INSULATION. C.M.0 WALL MASTER BATHROOM 1/2" GYP. BOARD NEW 1/2" DRYWALL ON 2" x 1" PT — FURRINO 16b.0 AND R-3 INSULATION. WALKING CLOSET TILE ROOF L COX 1"x3" P.T. WOOD W000 BEAM MESH & 1/2° CO STUCCO OVER (FIRE STOP EXPANSION PLYWOOD MASTER BEDEROOM NEW CONC. 4" MIN. WOOD BASE 4" MIN,. WOOD 1"0" P.T. WOOD ELF EXISTING CONC. SLA MARBLE FLOOR FINISH. (TYPICAL SOUND NEW CONC. SLAB EXISTING � / ( ) TO MATCH E%ISTING (BY OWNER (FIRE STOP EXPANSION J( CONC. SLAB 1 x3" P.T. WOOD FURRING ATTENUATION (FIRE STOP EXPANSION JOINTS) BLANKET TO UNDERSIDE OF EXISTING. FOOTING X�X X- --I/2` EXPANSION JOINT -X X-X X- XX X.-X X VAPOR I SECTION gSCALE : 1/2" = 1'-0" X X�X X X X X X X�X X�X X X--X X VAPOR BARRIERCOMPACTED — SECTION 2 SCALE : 1/2" = 1'-0" A-4 ROOF ELEV. +9-05' TOP OF RIDGE 2.5 ELEV. +8'00" BOTTOM O.LH ATTIC VENT. ELEV. +T-01" BOTTOM OF BEAM EW CONC. BEAM PROVIDE 5/6" Min. STUCCO ON NEW 8" CONC. BLOCK WALL. I —NEW C.M.0 F.F.E. + 0'-00" X 1� I • • • THICKENED EDGE CONC, FOOTING ��*�,y�a.A�� Irrrrra�rr 'aw o' -�a• 3� :m TgTn r'rrrrrrrP 185 RYT1ttAt S All Service Design U /XL U) U W 0CD W N co 1 U Co m M � M C7 / F- 0 U O DO 00 �1 L J m Q Q 0 0 LL REVISIONS: NO. DATE SCALE : AS SHOW W O 00 J M 170 Q Co W W LPL Lu z w z U � m O F1 Ln e z O o Q f� Q W z z �w wQ zw W az a0 Q UZ J f J .°: Co W 7 C.0 Co .m 0- W O I.r�. - Z Q 0 Z >- C, Z Lam- rL J LLI :_ �- - -C2 W - LLJ > W O N N LLI c"['r)- J Q �� m O Z w 00 (n QW JH > 0-) Q N =Q� Q O O~ N z ~L` W O C/) Q Ln Ln CO 0 0 -1 _ Q LLJ Z �� G U O L- F m(nU50 z (n LT w 0 z �a-zz05 El r.) = =W O�LLJ Do Q_ F-- El�o0(n nAmlimalk EA I Y UNDERSIDE OF THE STRUCTURE SEALANT—ACCOUSTICAL CONT. TOP & BOTTOM. STUD RUNNER 3Y2" SOUND ATTENUATION FIRE BLANKET (S.AF.B) TOUNDERSIDE OF STRUCTURE, AND OR R11 3Y2" BATT ISULATION AT BATHROOM. 5/8 GYP. WALL BOARD STEEL STUD ® 16" O.C. 3%" GALV. STL. RUNNER CR. TOP AND BOTTOM CONT. CONCRETE SLAB OR PLANK / FINISHED FLOOR NON RATED PARTITION WALL. 8"C.M.U. EXTERIOR WALL TYP DETAIL. Design No. U905 BXUV.U905 Fire Resistance Ratings — ANSI/UL 263 Design/System/Construction/Assembly Usage Disclaimer Authorities Having Jurisdiction should be consulted in all cases as to the particular requirements covering the Installation and use of UL Listed or Classified products , equipment, system , devices , and materials . Authorities Having Jurisdiction should be consulted before construction. Fire resistance assemblies and products are developed by the design submitter and have been investigated by UL for compliance with applicable requirements . The published information cannot always address every construction nuance encountered in the field . When field Issues arise , It Is recommended the first contact for assistance be the technical service staff provided by the product manufacturer noted for the design. Users of fire resistance assemblies are advised to consult the general Guide Information for each product category and each group of assemblies . The Guide Information includes specifics concerning alternate materials and alternate methods of construction. Only products which bear UL's Mark are considered as Classified , Listed , or Recognized . Design/System/Construction/Assembly Usage Disclaimer Authorities Having Jurisdiction should be consulted in all cases as to the particular requirements covering the installation and use of UL Listed or Classified products , equipment, system , devices , and materials . Authorities Having Jurisdiction should be consulted before construction. Fire resistance assemblies and products we developed by the design submitter and have been investigated by UL far compliance with oppiicable requirements . The published Information cannot always address every construction nuance encountered in the field . When field issues arise , it is recommended the first contact for assistance be the technical service staff provided by the product manufacturer noted for the design. Users of fire resistance assemblies ore advised to consult the general Guide Information for each product category and each group of assemblies . The Guide Information Includes specifics concerning alternate materials and alternate methods of construction. Only products which bear UL's Mark are considered as Classified , Listed , or Recognized . Fire Resistance Ratings — ANSI/UL 263 Design No. U905 Bearing Wall Rating -- 2 HR. Nonbearing Wall Rating -- 2 HR BXUV.U9O5 — Fire Resistance Ratings — ANSI/UL 263 000 00 = Horizontal Section 1. Concrete Blacks' -- Various designs . Classification D-2 (2 hr). See Concrete Blocks category for list of eligible manufacturers . 2. Mortar -- Blocks laid in full bed of mortar, nos . 3/8 in. thick , of not less than 2-1/4 and not more than 3— 1/2 parts of clean sharp sand to I part Portland cement (proportioned by volume ) and not more than 50 percent hydrated lime (by cement volume ). Verticol pints staggered . 3. Portland Cement Stucco, or Gypsum Plaster -- Add 1/2 hr to dossificution if used . Where combustible members ore framed in wall, plaster or stucco must be applied on the face opposite framing to achieve a max . Classification of 1-1/2 hr. Attached to concrete blocks (Item 1). 4. Loose Masonry Fill -- If all care spaces we filled with loose dry expanded slag , expanded day or shale (Rotary Kiln Process ), water repellant vermiculite masonry AI insulation, or silicone treated perlite loose fill insulation add 2 hr to classification. 5. Foamed Plastie -- (Optional —Not Shown) -- 1-1/2 In. thick max , 4 ft wide sheathing attached to concrete blocks (Item 1). THE DOW CHEMICAL CO -- Type Thermax Sheathing , Thermax Light Duty Insulation, Thermax Heavy Duty Insulation. Thermax Metal Building Board , Thermax White Finish Insulation, Thermax ci Exterior Insulation. Thermax IH Insulation, Thermax Plus Liner Panel and Thermax Heavy Duty Plus (HOP ) DIAPHRAGM BOUNDARY PROVIDE 1/8" SPACING AT PANEL EDGES 4' x 8' COX PLYWOOD SHEATHING MIN. 5/8" THICK CDX MAX. SPAN 24" 2x8 WOOD FASCIA NAILED W/ 2-16d LATERAL BRACING SEE NAILS O EACH TRUSS TYPICAL DETAIL 1/16" SPACE AT — PANEL RING SHANK PANEL ENDS NAILS SEE PLAN �ll�'f�y7Li];�Ylx DIAPHRAGM BOUNDARY PLYWOOD NAILING DETAIL N.T.S. LINER WET LOCATION PARTITION(n.t.$) 'UNDERSIDE OF STRUCT' L SLAB ABOVE SEALANT—ACCOUSTICAL CONT. TOP & BOTTOM 3Y2" SOUND ATTENUATION FIRE BLANKET (S.AF.B) TOUNDERSIDE OF STRUCTURE, AND OR R 11 3Y2 BATT ISULATION AT BATHROOM. 1/2" DUROCK CEMENTITIUS BOARD INTEROR BATH. SIDE 3%" GALV. STL. RUNNER CR. TOP AND BOTTOM CONT. OR PLANK / CEILING. SEE EXIST. F.R. BLOCK IN A-6 CEMENT'ITIOUS BOARD CER TILE FINISH IN WET AREAS TO 6 FEET MIN ABOVE FLOOR CONT. SEALANT SHOWER PAN WATERPROOF MATERIAL TO EXTEND 12" UP SHOWER WALL SHOWER PAN MATERIAL TO By CONT. AND LAID ON MUDSET/T/// OVER DU —ROCK AND EXTEND CONTINUOUS ALONG. SHOWE FLOOR TO DRAIN 'DU —ROCK OVER SHOWER PAN DETAIL SLAB ON GRADE GRADE, FINISH PAVING, ETC., SEE ARCH. (1) #5 CONTINUOUS —/ THICKENED SLAB N,T,S. WATERPROOF SHOWER PA MATERIAL TO EXTEND OVER 1 TOP OF CURB SHOWER DRAIN W/ REMOVABLE STRAINER 3" DIA. LINER TO TURN UP ON ALL SIDES AT LEAST 2" 'TILE OVER THIN SET OVER SHOWER PAN WATERPROOF MEMBRANE JJ MUD-SET BELOW SHOWER PAN TO PROVIDE 1/4" SLOPE PER FOOT LINER TO COMPLY WITH FBC P2709.3. VERTICAL REINFORCING AT CENTER OF WALL UNO ON PLAN. WIRE POSITIONER (SPIDER CLIP) OF TIE AT 8'-0" VERTICALLY ISOMETRIC HORIZONTAL REINFORCING TO INSIDE OF VERTICAL BARS, SEE MASONRY WALL NOTES ON PAGE S-0 FOR HORIZONTAL REINFORCING SPECS. NOTE: WIRE POSITIONERS AS SHOWN SHALL BE USED IN ALL WALLS REQUIRING 1 BAR IN A CELL VERTICAL REINFORCING IN MASONRY N.T.S. DRILL & EPDXY NEW REINF. INTO EXIST. TIE BEAM AND EXIST. FOOTING 6" EMBED, SEE PLAN FOR LOCATION. REMOVE MASONRY FACE AND PLACE REINF. FILL WITH 3000 PSI GROUT (TYP) BLOCKING AND OPENING DETAIL N.T.S. EXISTING CONC. BEAM/TIE BEAM #5 BARS@ 40" C EXISTING 8" C.M.U. WALL NEW CMU TO BLOCK —UP OPENING EXISTING WINDOW SILL EXISTING FOOTINC ROOF PERSPECTIVE SCALE:1/8"=1'-0° g11{Lp;hJ RUVlL=1iJ �e ` A{'F�Ftr?3Fp.� TE� NEW CONC. BEAM, SEE TABLE BELOW FOR SIZE AND REINF. SPECS #5 REBARS DRILL AND EPDXY REBARS AS SHOWN EXISTING C.M.U. WALL COMPLETELY REMOVE MASONRY FACE IN EXIST. AND PLACE 1#5. FILL WITH 3000 PSI GROUT (TYP). #5 DOWELS AS SHOWN PROVIDE 2'-6" LAP SPLICE DRILL AND EPDXY REBARS AS SHOWN EXISTING FOOTING ..efYns.. WALL SIZE OPENING SIZE OPENING SIZE �0 I �'3rE (NOMINAL INCH) TO 5'-11" 6'-0" TO 7'-11" $'—SC 8" 8"x8" W/2—#5 8"x12" W/4—#5.412" rry4—#� _ v sTq OService Aln E O U Z N 2 U) U W IN ti M d' O CD r- d W C7 U M mc)INLo i v M O ii W U-) (D (0 CO (Z .. p 00 0 J Co .���Q Q �UOU:U REVISIONS: NO. DATE SCALE: AS SHOW W O 2 M G N UL W LU U_ W z w z U (n� O z U7 U) z N I--1 O o Q L FCC Fi G W z z b .0 ^lL g I.UQ V j Z W wf a Z C 0- �J U Z J .. CO ULJ �_'y r ZIII I Z.... >_ C Z � >- Of z_ LL J <m w Lilwzww N LLII`ri' Q��mO Z I Z�-a1 I Z Ll j oo cn W l— > = Q QQ CV 000~(0 ^ I- Lt- LJ to Ln U J V) _ Q CO CDQ JQz(n Z ? �mCf) 0 (n z (n z �U W ()OO LJU �ZO> LL O_ =wow ❑ o0 a I —Eoo(n >P 111171t11' L I J L__�_J L_ -4—J A A-6 SCALE: 3/8"=1'-0" EXISITNG CONCRETE BEAM on A-6 / SCALE: 3/8"=1'-0 LEYEND: 1. 3X8 SOUTHERN PINE WOOD MEMBER. 2. 6x12 WOOD SOUTHERN PINE WOOD BEAM. 3. (1) 2x8 WOOD LEDGER W/ 4" EXPANSION BOLT ® 16" STAGGERED. 4. 6x6 WOOD COLUMN, 5. TYPICAL CONNECTION, SEE DETAIL ON E/S-2 6. CONNECTOR CPT66Z BY SIMPSON STRONG -TIE W/ (14) SIDS SCREWS TO POST. 6x6 WOOD COLUMN MONOLITHIC W/ FOOTING (4) #5 W/ #3 STIRRUPS ® 4" O.C. (2) 0}" THREADED ROD A193 GR B7 W/ SET-XP ANCHORING ADHESIVE BY SIMPSON, SEE CONN. SPECS FOR LAYOUT (2) 0j" THRU BOLT W/ WASHER AND NUT 3x8 WOOD RAFTERS 4%6-1 /2"4" STEEL PLATE (3) q" S.S. THRU BOLT W/ WASHER AND NUT, RECESSED INTO WOOD MEMBER SIMPSON STRONG TIE CONNECTOR CPT66Z C A-6 SCALE: 1 1/2"=1'-O" DETAII A-6 SCALE: 1 1/2"=1'-O" CPT66Z 0R" POWER BOLT BY RED HEAD W/ 4" MIN EDGE DISTANCE, 4-1/2" MIN PENETRATION @ 16" O.C. EXISTING CONCRETE BEAM (4) 0}" LAG SCREW W/ 1-1/2" MIN THREAD PENETRATION (1) 03/4" A193 " 87 THREADED RC W/ A7 ACRYLIC ADHESIVE W/ 6-3/4" MIN EMBEDMENT, 3" P EDGE DISTANCE. 8" STEEL PLATE cur VIEW A-6 SCALE: 3/8"=1'-0" MOLT W/ kD NUT ;TEEL PLATE 6x12 WOOD BEAM � 0 E A-6 SCALE: 1 1/2"=1'-C" (1) 09 T.._ . BOLT W/ AND NUT RECESSES WOOD ME 4"x6-1/2"x}" STEEL PLATE 7-1 /2"x2-1 /2"xj" STEEL PLATE 1/ CONT. 2x8 AA -A WOOD LEDGER ALL BOLTED CONNECTIONS SHALL BE THE ANCHOR HEAD RECESSED INTO WOOD MEMBERS J" STEEL PLATE ULT W/ WASHERAND NUT RECESSED INTO WOOD MEMBERS C=C oil' S.`- THRU BOLT V WASHEI AND N 3x8 WOOD RAFTERS 602 WOOD BEAM STEEL PLATE 6x12 WOOD BEAM EDETAII A-6 SCALE: 1 1/2"=1'-O" 11 q S.S. THRUBOLT BBB W/ WASHER AND NUT A-6 SC p,Jll �IN� NEVI 5 1 /2" 1,L` 3x8 WOOD RAFTERS, SEE E/S-2 FOR CONNECTION 6x12 WOOD BEAM EXISTING CONCRETE SLAB (2)03/4" A193 GR 87 THREADED ROD W/ C6 AHESIVE EPDXY BY RED HEAD W/ 6-3/4" MIN EMBEDMENT, 3" MIN EDGE DISATANCE, 4" MIN SPACING =. llt;It 01" STEEL PLATE All/Service e Design E O U Z f U U w ti Co C) w N f` CO U � i >�d- 2a CCo o c` r-Mo w Lr) Co (.0 CY) c) 00 -1C`3 �� .tea Q 0 0 I-L REVISIONS: NO. DATE SCALE : AS SHOW Cw G O 00 > cJ G m r1r) LI_ w z z U w Iry Cn O � Z Ln z N F-I rl O ® F-I CQ G Q w z z W w Lu Z tii w a Z a Q U Z C, Co LJ I,' M.gym fO 0) 0 ccF r Z z L, o I. Q �w ; L) � O z [)� L-Frf 0 Q �z aLLJ I w C wwzww >5�.�� Q N l�, �I_�QuJ� m w1 r,y Q J- 0 - Z LL OC (n LJ J N Q Q 00~=� Ln LC)O _- L� w CD _J V — CO O QLL)Q=(n LLJ z EmcoFCJ =Cn LLJ 0000:0 w O z CL=0> li 0 w v) =-�o ElOo a- 0uw TYP SECTION DECORATIVE WOOD SCALE:3/4"=1'-0" 11" DIAM. CRETE-FLEX SS4 MASONRY SCREWS by ELCO (NOA - 13-0219.02). ANCHORS TO BE SPACED AT 8" O.0 WITH 1.25" MIN. EMBEDMENT INTO C.M.U, 2.5" MIN EDGE DISTANCE AND 1" WOOD EDGE 1 DISTANCE. (TYP) C-C DETAIL (TYP) SCALE: 3/4"=1'-O" WOOD PT SOUTHERN PINE No 2 (1"X 8"X 8' REAL) WITH AN MINIMUM ALLOWABLE BENDING STRESS OF 925 PSI B ' FURRING WOOD PT SOUTHERN PINE No 2 (1"X 2" REAL) — WITH AN MINIMUM ALLOWABLE BENDING STRESS OF 925 PSI SECTION A -A SCALE:3/4"=1'-O" WOOD PT SOUTHERN PINE No 2 (1"X 8"X 8' REAL) WITH AN MINIMUM ALLOWABLE BENDING STRESS OF 925 PSI J" DIAM. CRETE-FLEX SS4 MASONRY SCREWS by ELCO (NOA 13-0219.02). ANCHORS TO BE SPACED AT 8" O.0 WITH 1.25" MIN. EMBEDMENT INTO C.M.U, 2.5" MIN EDGE DISTANCE AND 1" WOOD EDGE DISTANCE. (TYP) STING C.M.0 WALL. HOOD PT SOUTHERN PINE No 2 (1"X 8"X 8' REAL) WITH AN ANIMUM ALLOWABLE BENDING STRESS OF 925 PSI XISTING C.M.0 J" DIAM. CRETE-FLEX SS4 MASONRY SCREWS by ELCO (NOA 13-0219.02). ANCHORS TO BE SPACED AT 8" O.0 WITH 1.25" MIN. EMBEDMENT INTO C.M.U, 2.5" MIN EDGE DISTANCE AND 1" WOOD EDGE DISTANCE. (TYP) FURRING WOOD PT SOUTHERN PINE No 2 (1"X 2" REAL) WITH AN MINIMUM ALLOWABLE BENDING STRESS OF 925 PSI SECTION B-B SCALE: 3/4"=1'-0" ( 1 TYP CAL DETA L_ D SCALE 3/4 ��=V_0" gUIU�IN /S3' All Service Design F O U O z O N U J.I ~p ❑ O r d UCa pj(y)N1.0 M 0 M C) ry 70 ^ — LU ( CO (D M O p 01) J "Q �00LL Q I NO.I DATE I SCALE : AS SHOW w C 7 z 1- 4 U) z L� Lu a Z p p p Y6V p msmppa p mpmmme uapm pVaaY` mpappm J m w z Q U U) M1-i W Ln N r1 0 r-I z 0 Lu Ca0 M M ri M M J ILL 1 F- w wE na U Z J (n J Q (D 111) m 00 T 6Qz>-w z LLJ o Z >- 0 D � U J OQ .J.. z J wL,jzLLo ILL!_- Q N LU N _j M = J p 0= Z I,1 00 (n Q LJ -1F- i 0-)_ N Q Q op In z F- Li W Q O �JVOw Z F--mCnFC� C) 0 LU o z O v a- z o > ILL� r0 z w In of =w0�w ❑ oc a- F �o0 n AJ h -COORDINATE ALL DIMENSIONS, ELEVATIONS & OPENINGS WITH ARCHITECTURAL DRAWINGS. REPORT ANY DISCREPANCIES TO OUR OFFICE. -SEE ARCHITECTURAL DRAWINGS FOR SLAB FINISHES, DETAILS. AND EXACT LOCATION OF DEPRESSED SLAB AREAS AND FLOOR DRAINS. OWNER, ARCHITECT. AND CONTRACTOR NOTE: -IF OUR OFFICE WERE TO BE HELD RESPONSIBLE FOR THE STRUCTURAL ADEQUACY OF THE CONSTRUCTED BUILDING, WE WOULD NEED TO PERFORM A REVISION OF THE SHOP DRAWINGS AS WELL AS SITE INSPECTIONS FOR REINFORCEMENT. APPLICABLE CODES: -ALTHOUGH T ENGINEER F RECORD H STRIVED TO ALL APPLICABLECODES AND LOCAL ORDINANCE AL HOUGH HE ENGI EE 0 ECO D HAS VED MEET L R RESPONSIBLE FOR MP YI WIT A APPLICABLE CODES AND ORDINANCES OF REQUIREMENTS, THE CONTRACTOR IS STILL COMPLYING H ALL THE EVENT OF CONFLICT OR OVERSIGHT IN THE DRAWINGS THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE ARCHITECT OR ENGINEER OF ANY CONFLICT OF DISCREPANCY ENCOUNTERED SO THAT APPROPRIATE REMEDIES MAY BE UNDERTAKEN. DESIGN LOAD & CRITERIA DESIGN CODES BUILDING CODES FLORIDA BUILDING CODE (2014 EDITION) ASCE 7-10 STRUCTURAL STEEL AISC (9th/13th EDITIONS) AISC 341 STEEL DECK SDI LIGHT GAGE STEEL FRAMING AISI 2004 OR MANUAL LATEST EDITION CONCRETE ACI 318 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE. PRECAST CONCRETE P.C.I. DESIGN HANDBOOK WIND RISK CATEGORY II BASIC WIND SPEED (3 SECOND GUST) V = 175 M.P.H. EXPOSURE CATEGORY "C" DIRECTIONALITY FACTOR Kd = 0.85 TOPOGRAPHIC FACTOR KA = 1.0 GRAVITY LOCATION LIVE LOAD SUPERIMPOSED DEAD LOAD UNIFORM CONCENTRATED- UNIFORM C( NCENTRATED ROOF 30 PSF ----- 15 PSF NO LIVE LOAD REDUCTION HAS BEEN USED. DEAD LOAD IN ADDITION TO FLOOR SYSTEM LOADS. NO STRESS INCREASE HAS BEEN USED. ELEVATIONS: -ALL ELEVATIONS SHOWN ARE IN FEET AND INCHES, AND ARE REFERENCES FROM SEA LEVEL DATUM OF 0.00 (N.G.V.D.). SHORING. RE -SHORING. AND TEMPORARY BRACING: I H PROJECT IS TO BE DESIGNED BY - I RE -SHORING AND TEMPORARY BRACING REQUIRED N THIS ALL SHORING, Q IN FORM W RK MP FLORIDA PROFESSIONAL ENGINEER WHO SPECIALIZES 0 0 /TERARY BRACING DESIGN. AND WHO 0 HAS BEEN HIRED BY THE GENERAL CONTRACTOR. THE GENERAL CONTRACTOR IS THE ULTIMATE RESPONSIBLE PARTY FOR SHORING, RE -SHORING, AND TEMPORARY BRACING REQUIRED ON THIS PROJECT AND MUST SATISFY HIMSELF WITH THE ADEQUACY OF THE INSTALLATION OF THESE ITEMS AT ALL TIMES. IN THE SPECIFIC CASE OF POURED SLABS IT IS HIGHLY RECOMMENDED THAT FROM THE SHORING DESIGNER OR HIS AGENT PRIOR TO THE PLACEMENT OF CONCRETE THE GENERAL CONTRACTOR SECURE A CERTIFICATION OF THE INSTALLED SHORING. HA AND LABOR LAW -THE STRCUTURE IS DESIGNED TO BE SELF-SUPPORTING AND STABLE AFTER THE BUILDING IS FULLY COMPLETED. IT IS THE CONTRACTOR'S SOLE RESPONSABILITY TO DETERMINE ERECTION PROCEDURE AND SEQUENCE AND INSURE THE SAFETY OF THE BUILDING AND ITS COMPONENT PARTS DURING ERECTION. THIS BRACING, INCLUDES THE ADDITION OF WHATEVER SHORING, TEMPORARY B C G, ETC. THAT MAY BE NECCESARY. SUCH MATERIAL SHALL REMAIN THE CONTRACTOR'S PROPERTY AFTER COMPLETION OF THE PROJECT. -THE STRUCTURAL ENGINEER OF RECORD DOES NOT POSSES, NOR PRESUMES TO POSSES ANY KNOWLEDGE OR HA R REQUIREMENTS FOR A IN MATTERS TO JOB SITE EMPLOYEE SAFETY OS 0 LABOR LAE Q EXPERTISE E CONSTRUCTION PROJECT. SAFETY AND COMPLIANCE WITH OSHA AND LABOR LAWS ARE THE ABSOLUTE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND THOSE CONSULTANTS HE HIRES TO ADDRESS THESE MATTERS. THE STRUCTURAL ENGINEER OF RECORD SPECIALIZES IN STRUCTURAL DESIGN ONLY, AND THE BOARD OF PROFESSIONAL REGULATION FORBIDS HIM FROM ASSUMING RESPONSIBILITY OUTSIDE HIS AREA OF EXPERTISE SHOP DRAWING SUBMITTALS: -SUBMIT ONE SEPIA AND ONE PRINT OF ALL SHOP DRAWINGS LISTED BELOW. IF SIGNED AND SEALED SHOP DRAWINGS ARE REQUIRED, THEN SUBMIT TWO ADDITIONAL SIGNED AND SEALED PRINTS FOR APPROVAL. -SHOP DRAWINGS: WOOD TRUSSES ALL CONNECTION SHALL BE DESIGNED AND DETAILED BY THE FABRICATOR, CALCULATIONS, JOB STANDARDS AND GONNECTION DETAILS SHALL BEAR THE SEAL AND SIGNATURE OF A FLORIDA REGISTERED PROFESSIONAL ENGINEER SOIL STATEMENT: -PROPOSED FOUNDATIONS HAVE BEEN BASED ON AN ALLOWABLE BEARING CAPACITY OF 2000 PSF BASED ON A VISUAL INSPECTION OF THE SITE, THE SOIL APPEARS TO BE WELL COMPACTED COARSE SAND GRAVEL & ROCK AT THE TIME OF CONSTRUCTION, THE ENGINEER OF RECORD SHALL SUBMIT TO THE BUILDING OFFICIAL A SIGNED AND SEALED LETTER ATTESTING THAT THE SITE HAS BEEN OBSERVED AND THE FOUNDATIONS CONDITIONS ARE SIMILAR TO THOSE UPON WHICH THE DESIGN IS BASED. GENERAL STRUCTURAL NOTES CONCRETE: -ALL STRUCTURAL CONCRETE HAS BEEN DESIGNED IN ACCORDANCE WITH THE ACI 318 LATEST EDITION AND THE BUILDING CODE. -THE CONCRETE REQUIREMENTS ARE: & CEMENT SHALL BE TYPE I OR It CONFORMING TO ASTM C150. B. FINE AND COURSE AGGREGATES SHALL CONFORM TO ASTM C33. -COMPRESSIVE STRENGTH AT 28 DAYS FOOTINGS: .......................................................................................................................... 3000 PSI FOUNDATION WALLS: ............................................................................................................ 3000 PSI SLABON FILL: .................................................................................................................. 3000 PSI COLUMNS: ........................................................................................................................... SEE COLUMNS SCHEDULE BEAM...........................................................................4000 PSI S &SLAB ...................................... ALL OTHER POURED -IN -PLACE CONCRETE: ..................................................................... 3000 PSI GROUT: ................................................................................................................................ 3000 PSI -TEST: A MIN. OF 5 CONCRETE SPECIMENS SHALL BE TAKEN FROM EACH 50 CU. YD. OR PORTION THEREOF SPECIMENS SHALL BE TESTED ACCORDING TO A.S.T.M. C-39, ONE AT 3, ONE AT 7, AND 3 AT 28 DAYS. -COVER: CONCRETE DEPOSITED AGAINST THE GROUND: ...................................................................................... 3" FORMED CONCRETE IN CONTACT WITH THE GROUND: .......................................................................... 2' BEAMSAND COLUMNS: ....................................................................................................................... ly2 INTERIORSLABS: .................................................................................................................................... X. EXTERIORSLABS: .................................................................................................................................. ). REINFORCING STEEL: -REINFORCING BARS CONFORMING TO A.S.T.M. A-615 GRADE 60, INCLUDING COLUMN AND BEAM TIES. -WELDED FIRE FABRIC CONFORMING TO A.S.T.M. A-185 AND SUPPORTED ON SLAB BOLSTERS SPACED AT S-O" 0/C. -REINFORCING BARS REQUIRED TO BE WELDED SHALL CONFORM TO THE REQUIREMENTS OF ASTM A706 GRADE 60. WELDING OF REINFORCING OTHER THAN SPECIFIED IS PROHIBITED. -MECHANICAL CONNECTORS SHALL BE IN ACCORD WITH ACI 439-3R-83. -FABRICATION AND DETAILING ACCORDING TO A.C.I.-315. -ALL ACCESSORIES TO HAVE UPTURNED LEGS AND BE PLASTIC DIPPED AFTER FABRICATION. THE CONTRACTOR SHALL INCLUDE IN HIS BASE BID THE COST -EXTRA STOCK: OF 5000 LBS. OF ADDITIONAL REINFORCING STEEL, INCLUDING FABRICATION, BENDING, FURNISHING AND PLACING. THIS EXTRA STOCK SHALL BE FURNISHED AND USED FOR SPECIAL CONDITIONS AS DIRECTED BY THE ARCHITECT, THE ARCHITECTS AGENT, OR THE OWNERS CONSTRUCTION SUPERVISOR. THE PRICE OF ALL UN -USED EXTRA STOCK SHALL BE CREDITED TO THE OWNERS ACCOUNT. SLAB ON FILL:(PLACED ACCORDING TO ACI 30 -JOINTS: -ISOLATION JOINTS MUST BE USED AT JUNCTIONS WITH WALLS AND COLUMNS, USE 1/2" THICK PREMOLDED JOINTS FULL DEPTH OF SLAB. CONTROL JOINTS PLACED AT CENTERLINE OF COLUMN LINES PROVIDE INTERMEDIATE JOINTS IF COLUMN SPACING IS GREATER THAN 30'. IN SIDEWALKS PROVIDE TOOLED JOINTS SPACED AT INTERVALS EQUAL TO THE WIDTH OF THE SLAB. 4" & 5" SLABS: .......................... ............................ 1" DEEP TOOLED -JOINTS MUST BE SAWED BEFORE 24 HOURS AFTER CONCRETING. CONSTRUCTION JOINTS MUST BE PLACED IN THE SLAB WHERE BUILDING EXPANSION JOINTS ARE SHOWN AND WHERE CONTROL JOINTS ARE SHOWN OR AS PER FOLLOWING: 4" THICK ................ 12 FT 8" THICK.................. 20 FT 5" THICK .................. 13 FT 9" THICK.................. 23 FT 6" THICK ................. 15 FT 10" THICK ................ 25 FT 7" THICK ................... 18 FT WHEN CONCRETING AND OPERATING ARE CONCLUDED FOR THE DAY, CONSTRUCTION JOINTS SHALL BE FORMED WITH BURKE KEYED KOLD METAL JOINT FORM OR APPROVED EQUAL. -VAPOR BARRIERS: WATERPROOF MEMBRANES NOT LESS THAN 6-MIL POLYVINYL CHLORIDE (OVERLAPPED 6" AT JOINTS) WITH A PERMEANCE OF LESS THAN 0.3% PERMS IN ACCORDANCE WITH A.S.T.M. E-98 SHALL BE PROVIDED UNDER INTERIOR SLAB. WHERE NO VAPOR BARRIER IS USED THE SUBGRADE MUST BE DAMPENED WITH WATER IN ADVANCE OF CONCRETING NO FREE WATER STANDING ON THE SUBGRADE NOR ANY MUDDY OR SOFT SPOT IS PERMITTED. -ANY STRUCTURAL MEMBER PENETRATING SLAB ON FILL IS TO BE 1/2" PRE -MOLDED JOINT FILLER COMPLYING WITH A.S.T.M. D-1752, TYPE I. -FINISHING: NO PREMATURE FINISHING SHALL BE ALLOWED. IMMEDIATE FOLLOWING FLOATING TROWELING WITH STEEL TROWELS SHOULD BE COMMENCED IF REQUIRED BROOMING SHALL BE AFTER THE STEEL TROWELING OPERATION. -SLAB FINISHES: (UNLESS OTHERWISE NOTED BY THE ARCHITECT) BUILDING: ......................................................... STEEL TROWELED OUTSIDE SLAB: ............................................... BROOMED MASONRY WALLS: -CONCRETE BLOCK MASONRY WALLS SHALL HAVE THE COMPRESSION STRENGTH OF f"m=1500 PSI AND TO COMPLY WITH "BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES": ACI-ASCE 530- 92/ASCE 5-92/TMS 402-92. -THE CONCRETE BLOCK UNITS, TO BE TYPE II-NONMOISTURE CONTROLLED, CONFORMING TO ASTM C 90, WITH A MINIMUM NET AREA COMPRESSIVE STRENGTH OF 1900 PSI, (AVERAGE OF THREE). -THE MORTAR SHALL COMPLY WITH ASTM C 270, AND SHALL BE TYPE "S" WITH MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS. -MASONRY WALLS SHALL BE REINFORCED HORIZONTALLY EVERY OTHER COURSE, WITH 9 GAUGE GALVANIZED, PREFABRICATED STEEL, DUR-O-WAL, "LADDER TYPE", OR EQUAL. EXTEND 4" INTO ADJACENT COLUMNS. -FOR CORNER BARS SEE NOTE 6 AT TYPICAL BEAM DIAGRAM, SHEET S-1. -PROVIDE CLEAN OUTS WHEN GROUTING BLOCK CELLS AND CLEAN OUT BLOCK CELLS OF ALL MORTAR DROPPINGS, MAXIMUM VERTICAL DROP FOR GROUTING IS 4'-0 -WHENEVER ANCHORS BOLTS ARE TO BE SET IN MASONRY. TWO CELLS AT THE SETTING LOCATION TWO COURSE ABOVE AND BELOW ANCHOR SHALL BE FILLED WITH CONCRETE. -GROUT FOR GROUTING CELLS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2000 P.S.I. OR THE BLOCK STRENGTH, WHICH EVER IS GREATER AND SHALL BE IN ACCORDANCE WITH WITH ASTM C476-91. GROUT TO HAVE A SLUMP BETWEEN 8" TO 11". TRUCTURAL STEEL: -STRUCTURAL STEEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE BUILDING CODE AND AISC SPECIFICATIONS NINTH EDITION. 2. STRUCTURAL STEEL SHALL MEET THE FOLLOWING REQUIREMENTS UNLESS NOTED OTHERWISE ON THE DRAWINGS: TYPE ASTM GRADE Fy WIDE FLANGE BEAMS (W) A992 ----- 50 KSI ALL STANDARD STEEL SHAPES A36 ----- 36 KSI RECTANGULAR TUBING (HSS) A500 ----- 46 KSI ROUND TUB114G (ROUND HSS) A500 ----- 42 KSI PIPE A500 ----- 35 KSI ANCHOR BOLTS A307 ----- 36 KSI STRUCTURAL. BOLTS A325 ----- ERECTION BOLTS A307 ----- -ALL WELDING SHALL BE IN ACCORDANCE WITH LATEST AWS CODE. ALL WELDS SHALL USE E70XX ELECTRODES SERIES LOW HYDROGEN ELECTRODES. -PROVIDE ONE SHOP COAT OF RUST INHIBITING PAINT MIN. 3 ML. DRY FILM THICKNESS). -ALL STEEL EXPOSED TO THE WEATHER SHALL BE HOT DIPPED GALVANIZED IN ACCORDANCE WITH ASTM A123 FOR MEMBERS AND ASTM A153 FOR CONNECTION ELEMENTS. THIS INCLUDES ALL STRUCTURAL STEEL USED TO SUPPORT MECHANICAL EQUIPMENT AND ALL ROOF BRACING AND OTHER STRUCTURAL MEMBERS. -PLATES SHALL BE TOUCHED AFTER WELDING HAS TAKEN PLACE. -ALL ANCHOR BOLTS/NUT SHALL BE A307 U.N.O. HEAD PLATE SHALL CONFORM TO ASTM-A36. -NUTS SHALL BE HEAVY HEX -DRILL OR PUNCH BOLT HOLES Ns" LARGER THAN BOLT DIAMETER. -STRUCTURAL BOLTS CONNECTION TYPE SHALL BE SLIP CRITICAL CLASS A -FINISH COLOR OF PAINT TO BE SELECTED BY THE OWNER AND APPLIED IN THE FIELD ANCHOR BOLTS: -ANCHOR BOLTS SHALL BE MADE FROM THREADED ROUND STOCK CONFORMING TO ASTM A36 STEEL. -ALL NUTS WITH WITH ANCHOR BOLTS SHALL BE HEAD CONFORMING TO ASTM A536. -WASHERS FOR ALL BASE PLATES SHALL BE Y" THICK PLATE EXTENDING A MINIMUM OF 1" FROM EDGE OF PLATE HOLES ON EACH SIDE WITH HOLES X6" LARGER THAN THE NOMINAL BOLT DIAMETER. WASHERS SHALL CONFORM TO ASTM A36 STEEL. GROUTING OF PLATES: -PROVIDE GROUT OF THICKNESS AS REQ'D. AND 1/2" THICK STEEL LEVELING PLATES UNDER ALL COLUMN BASE PLATES. ANCHOR ALL COLUMNS TO PIERS, WALLS OR FOOTINGS WITH MINIMUM (2)-3/4" DIAMETER ANCHOR BOLTS x 1'-O' WITH 6" HOOK U.G.N. -GROUT STRENGTH AT 28 DAYS SHALL BE 10,000 PSI. APPLYING ACCORDING TO MANUFACTURER'S RECOMMENDATIONS. WOOD MEMBERS: -ALL STRUCTURAL LUMBER SHALL CONFORM TO THE ANSI/NFOPA NDS-91 "NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION" OF THE AMERICAN FOREST AND PAPER ASSOCIATION BE IN ACCORDANCE TO ASTM D2555, ASTM D245 AND ASTM D1990. -ALL DIMENSION LUMBERS 2" AND LESS IN NOMINAL THICKNESS SHALL BE 4 SURFACED DRY AND STAMPED BY AN AGENCY CERTIFIED BY THE BOARD OF REVIEW OF THE AMERICAN LUMBER STANDARDS COMMITTEE AND MANUFACTURED IN ACCORD WITH PS 20-70. MEMBERS THICKER THAN 2" NOMINAL MAY BE SURFACED GREEN. -ALL WOOD MEMBERS TO BE SOUTHERN PINE No. 2 NON -DENSE OR BETTER. FABRICATION, ERECTION AND CONNECTIONS TO BE AS PER RECOMMENDATIONS OF THE A.C.T.C. (AMERICAN INSTITUTE OF TIMBER CONSTRUCTION), LATEST EDITION. -NOTE: ZERO (0) PER CENT (%) STRESS INCREASE FOR LUMBER AND PLATES. -ALL STUDS AND HEADER SHOULDERS SHALL BE ONE PIECE BETWEEN PLATES AND/OR HEADERS. DO NOT USE BLOCKING EETWEEN HEADERS AND SHOULDER WITH SOFTER COMPRESSION PERPENDICULAR (FCP) THAN REQUIRED FOR HEADER. DO NOT CUT LET -IN BRACING INTO STUDS. PROVIDE G90 GALVANIZED HURRICANE CLIPS IN ACCORD WITH LOCAL CODE AT ALL ROOF ANCHORAGES AND AT ALL FLOORS. -TREAT ALL FRAMING IN CONTACT WITH CONCRETE OR MASONRY IN ACCORD WITH AMERICAN WOOD PRESERVER'S BUREAU LP--2 OR PROVIDE 1/4" THICK 60 DUROMETER BEARING PAD BETWEEN CONCRETE OR MASONRY AND UNTREATED WOOD MEMBER. ALL LUMBER PERMANENTLY INSTALLED SHALL BE NATURALLY TERMITE RESISTANT OR TREATED ACCORDINGLY. -GENERAL CONTRACTOR TO PROVIDE PERMANENT LATERAL BRACING OF THE BOTTOM CHORD AND THE WEB MEMBERS IN ACCORDANCE WITH RECOMMENDATIONS OF TRUSS PLATE INSTITUTE. BWT-76 AND THE REQUIREMENTS OF THE INDIVIDUAL TRUSS DESIGNS. -ALL WOOD MEMBERS IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE -TREATED WOOD U.N.O, ACCORDING WITH PROVISIONS IN FBC 2326.2, OR PROTECTED WITH #30 FELT. -MEMBERS MOISTURE CONTENT SHALL BE 19% OR LESS. - ALL BOLTS AND PENETRATIONS THROUGH THE TOP PLATES OF ALL LOAD BEARING AND NON LOAD BEARING PARTITIONS ARE TO BE FIREBLOCKED. SUMMARY i)F SPECIAL INSPECTION: -GEOTECHNICAL ENGINEER SHALL VERIFY SITE PREPARATION, FILL PLACEMENT & COMPACTION AS PER SOILS REPORT. (PROVIDE COMPACTION TESTS) -CAST-IN PLACE CONCRETE 0 ALL FOUNDATIONS, SLABS, BEAMS, COLUMNS & WALLS. (CHECK REINFORCING, PROVIDE SLUMP CONCRETE TESTS AS PER PROJECT SPECIFICATION BOOK.) -REINFORCED MASONRY BEARING WALLS, COLUMNS & BEAMS. (CHECK REINFORCING & GROUTING) -ALL FIELD WELDING & HIGH STRENGTH BOLTING AT MAIN FRAMING MEMBER CONNECTIONS. NOTE: ALL INSPECTIONS SHALL BE DONE BY A QUALIFIED CONSULTING ENGINEERING FIRM OR TESTING LAB. -FINAL INSPECTION AND COMPLIANCE REPORTS TO BE SUBMITTED TO OWNER AND FILED WITH BUILDING DEPARTMENT IF REQUESTED. \ NEW MASONRY WALL (S-4.0) ----------------------------------- NEW WOOD PERGOLA NEW WOOD PERGOLA (BY OTHER) NEW ADDITION (S 1.0 TO S 3.1) KEY PLAN SCALE: 1/16"=1'-O" INDEX OF DRAWINGS SHEET DESCRIPTION S-0.0 GENERAL NOTES S-1.0 FOUNDATION PLAN S-1.1 ROOF FRAMING PLAN S-2.0 SECTIONS S-3.0 DETAILS S-3.1 DETAILS ' ALL S-5.0 WINDOW PRESSURES Q NEW WOOD PERGOLA (BY OTHER) NEW POOL (BY OTHER) NEW WOOD DECK (BY OTHER) D' mG S; All Service Des,gn,- E O C � , W r .M 0 O N ti M Uc� m co cal Ln �11 V co co m CO O Uj () U). (O Q0 co 00 O Q b `CO' Li U REVISIONS: NO. DATE 1 BLDC- 5/09/16 SCALE : AS SHOW f I . 0 M Q LL LU U_ w z > ,J v . U) V) Uj V� 11I 0 Q O Q 14 0 a >a - z Z.. { 0 .. LU a Z a J to J M LJ ft: Q M m. 0 0 ..0_ F- o n IO dcnwCy >-w U1 ?-0ZO, _J LL LLNQOQ o: Z 0 O w :2 (.0 w W Z w > O Q N fJ w to _j CO a_� O z Lyj 00 =J_j= (n Q w J I- Q Q QO�=� Z ULL JU)0 Q Z (p CD Q JQZ(n w �mNF0O �0 �j 0Z,�-mw � LLI 0 z, c000�U �z0> w ElQO PO = =w0XLd d I-af0O(n Eastern En ineenng Group 3401 NW82ndAve. Suite 370 Miami, FL. 33t22 P. (305) 599-8133 R (305) 599-8076 1 wyw.eastemeg.com ❑ RAISSA LOPEZ, RE, LIC No, 59399 GONZALO A. PAS RE LIC No.60734 FOUNDATION PLAN NOTES: (*) DENOTES 2 # 5 CONT. TOP BARS (TYP) AT EACH OPENING GREATER THAN 6'-0", 1.- SEE ARCHITECTURAL PLAN FOR TOP OF SLAB ELEVATION. 2.- SLAB NOTES: 4" CONCRETE SLAB ON VAPOR BARRIER OVER WELL COMPACTED FILL REINFORCED WITH 6x6W1.4xW1.4 WELDED WIRE FABRIC PLACED 1" FROM THE TOP OF SLAB, SEE DETAIL FOR TYPICAL CONTROL JOINTS AT GROUND FLOOR SLAB. 3.- T.O. EXISTING ISOLATED FOOTING TO BE 1'-4" BELOW EXISTING GRADE(TYP.) U.N.O. 4.- T.O. NEW ISOLATED FOOTING TO BE 0'-4" BELOW EXISTING GRADE(TYP.) U.N.O. BY 5.- T.E.8 DENOTES 8"x12"(MIN.) THICKENED CONCRETE SLAB EDGE REINFORCED W/1#5 BOTTOM CONTINUOUS. TYPICAL AT ALL DISCONTINUOUS EDGES, SEE DETAIL A/S-3.0. 6.- COORDINATE SLAB DEPRESSIONS, SLOPES AND OPENINGS WITH ARCHITECTURAL AND MECHANICAL DRAWINGS. 7.- SEE ARCHITECTURAL PLANS FOR ANY MECHANICAL PENETRACION AT CMU WALL. 8.- PROVIDE TWO FILL CELLS (#5) AT EACH SIDE OF OPENINGS. 9.- FOR CONCRETE BLOCK WALL NOTES SEE S-0.0. 10- CL OF FOOTING=CL OF COLUMN, U.N.O. LEGEND: NEW MASONRY WALL NEW CONC. COLUMN INTO EXISTING MASONRY EXISTING MASONRY WALL TO REMAIN WALL WALL LEGEND: BLOCK SPACING IN INCHES OR VERT. REINF. 8 B 5 0 48 WALL THICKNESS VERTICAL REINF. INCHES SIZE FOOTING SCHEDULE MARK SIZE (L X W) DEPTH SHORT BAR LONG BAR REMARKS MF-16 16" CONT. 12" #5012 3#5 CONT. MONOLITHIC FOOTING F-4.0 4'-0" X 4'-0" 12" 4 #5 4 #5 ISOLATED FOOTING NOTE: 1. CONTRACTOR TO PROVIDE NUMBER OF CORNER BARS AS FOOTING LONGITUDINAL REINF. LAPPED MIN. 48" BAR DIAMETER, WHEN FOOTING HAS MORE BARS, THE TOTAL OF CORNER BARS SHALL BE THE SAME AS THE NUMBER OF BARS IN THE LARGER FOOTING. COLUMN SCHEDULE REINFORCEMENT REINFORCEMENT MARK SIZE VERTICAL OR BASE TIES OR CAP REMARKS PLATE PLATE TC1 8" x 8" 2-#5 CONCRETE COLUMN TC2 8" x 12" 4-#6 # 3 0 8" o.c. CONCRETE COLUMN TC3 8" x 37" 12-#5 # 3 ® 8" o.c. CONCRETE COLUMN TC4 8" x 20" 6-#5 # 3 ® 8" o.c. CONCRETE COLUMN COLUMN BAR ARRANGEMENT 4BARS 0 a � SrRct�r AppROV�� '�� REVi� BOIL- -_JIaw J All Service Design U " C - - !z V - � U) .V . r N.prd' U co d�MNLo i 01MOM_M d•I`<")O co CD CIO . 0 00 _ co J Co Q a U0LiU REVISIONS: NO.. GATE SCALE ; -AS SHOW ui . G 0 00 M M a °o � LLJ J . L _ J >- C7 a w U) 1­4 O F-• 1 Lf). U) o �� Q Q a z zqq: �F.: zu i wZ dZ- 0.p..:. .. UZ _J M n Q r,J O Z W I < Z _ Z, U - >- 0 J LL- W_ 2 O Q G_- CL Iv WSW W Q J QWF ►V LLI — J JQJG O Z 0c) = _j co Q w*J yj Q cn Ln �- '� W v � V) Q (9 O Q JQZ(n Z,.���m�-o z .00o�0 r� = =WOO_w ❑ j OD n I L— tr o O cn Eastem EngineeFing Group 3401 NW 82ndAve. Suite 370 Miami, R. 33122 E4 P.(305)59M9-8I3133 F. (305) M-8076 Im mtemeg.com ❑ RAISSA LOPEZ, P.E. LIC No. 59399 ❑ GOMALOA PAZ, P.E. LIC No. 60734 Ill �j NVFH-16 CONNECTOR BY Nu-Vue W/ (5)-tOdX1.5" FASTENERS IN STRAP. MIN EMBEDMENT 4". ALLOWABLE UPLIFT=1032 Ibs ALLOWABLE LATERAL LOAD=560 Ibs FL16294.5 RI EXP: 12/31/2016 B OTC CONNECTOR BY USP W/(9)-tOdX1 }" FASTENER TO STRAP & (4)-1DdX1 }" FASTENER TO SEAT, MIN. CONCRETE EMBEDMENT 4". ALLOWABLE UPLIFT=1825 Ibs ALLOWABLE LATERAL LOAD=1200 Ibs N.O.A. 11-0908.07 EXP: 10/01/2016 C RT16M CONNECTOR BY USP W/ (10)10d X 1j" NAILS TOTAL TO GIRDER TRUSS & (4) Y4"xl #" TAPCONS TO CMU ALLOWABLE UPLIFT=1395 Ibis ALLOWABLE LATERAL= 630 Ibs FL10739-R2 EXP: 12/31/2020 D HGA10 GUSSET ANGLES BY USP, W/ (4) Ya"x1Yz" LONG WOOD SCREWS TO TRUSS AND (4) J"x 1j" LONG POWER FASTENERS TO CONCRETE, PENETRATION TO BE 1j" INTO WOOD RAFTER & STUD AND 1/4" INTO MASONRY OR CONCRETE. ALLOWABLE UPLIFT=1285 Ibs, ALLOWABLE LATERAL=660 Ibs FL17236.6 R2 EXP: 12/31/2020 E NV358-24 CONNECTOR BY Nu-Vue W/ (16)-10dx3" FASTENERS IN TWO STRAPS & (8)-10dx3" FASTENERS IN SEAT. (2 PLY). MIN. CONCRETE EMBEDMENT 4". ALLOWABLE UPLIFT=3367 Ibs ALLOWABLE LATERAL=2942 Ibs FL16294.6 RO EXP: 12/31/2016 EXISTING PIGGY BACK ZONE TO BE REMOVED AND READJUSTED AS F NEW SLOPES CONDITI01 G=2373 LBS U=2992 LBS CONNECTOR E G=415 LBS U=699 LBS CONNECTOR A 4 U=1746 LBS U=1405 LBS (2)CONNECTOR C (2)CONNECTOR C LEGEND: EXISTING ROOF TO REMAIN G=1170 LBS i U=1520 LBS B CONNECTOR -B -9 1 /2" 1 . V-a" U=1271 LBS (2)CONNECTOR C RTB-2 RTB- C12X SEE 1.0.7 S-3.1 EXIST11 TO BE THE E G OVER11 CUT FL ISTING �o 0 3 IIANG JSH TO AL w 0 m EXISTIN TO BE THE E OVER CUT FL ISTING OALL NG SH TO - a TERAL ETAIL E � BRACING & F/S - SEE 3.0 - N RTB-1 co RT - G=936 LBS 37'-10" G=936 LBS G=1170 LBS V=1YUJ LOJ CONNECTOR B 2 ROOF FRAMING PLAN SCALE: 1/4"=1'-0" V-ITVJ LVJ V-,JTL �u CONNECTOR B CONNECTOR B ZONE 5 / i / ZONE 2 1 ZO \ A NF 4 La, HIP ROOF ZONE 3 ZONE 5 10125 BISCAYNE BLV FOR COMPONENTS AND CLADDING: BUILDING MEAN ROOF HEIGHT: 11'-1" WIND PRESSURE COEFF. ZONE: BUILDING EXPOSURE COEFF. 0 ROOF: Kh=1.03 a = 0.1 X WIDTH 7.3' OR VELOCITY PRESSURE @ ROOF HEIGHT: qh= 68.65 PSF a = 0.4 X HEIGHT *44 NOT LESS THAN ROOF GUST FACTOR COEFF: Gh= 0.85 a = 3.0 INTERNAL PRESSURE COEFF: GCpi=+ 0.18 USE o444 FEET MAXIMUM VERTICAL MAXIMUM VERTICAL (ASD) WIND LOAD (ROOF) (ASD) WIND LOAD (OVERHANGS) ZONE 1 AREA PRESSURE 10SF -48.61 PSF 20SF 1 -47.37 PSF 50SF 1 -45.73 PSF ZONE 2 AREA PRESSURE IOSF -81.56 PSF 20SF -72.88 PSF 50SF 1 -61.41 PSF ZONE 3 AREA PRESSURE 10SF -122.75 PSF 20SF 1 -101.67 PSF 50SF 1 -73.81 PSF ZONE 2H AREA PRESSURE 10SF -70.03 PSF 20SF -68.79 PSF 50SF -67.15 PSF ZONE 3H AREA PRESSURE 10SF -115.34 PSF 20SF -90.54 PSF 50SF -57.76 PSF ROOF FLOOR PLAN NOTES: 1.- DIAPHRAGM NAILING PATTERN AS PER DETAIL BELOW. 3/4" PLYWOOD SECOND TIE BEAM FLOOR SHEATHING BELOW PANEL EDGE 8d RINK SHANK NAILS ® 4" O.C. 8d RINK SHANK NAILS ® 4" O.C. 8d RINK SHANK NAILS ® 4" O.C. APHRAGM BOUNDARY 2ND FLOOR DIAPHRAGM DETAIL 2.- FOR GENERAL STRUCTURAL NOTES SEE SHEET S-0.0. 3.- EXTERIOR CEILING & O.H. GREATER THAN 2'-0" TO BE W/ STUCCO OVER METAL LATH OVER 30# FELT PAPER OVER \" PLYWOOD SHEATHING UNDER PRE-FAB, WOOD TRUSSES W/ 8d NAILS ® 6" c/c 4.- FOR LEDGER SPEC. SEE DETAIL H/S-3.0. 5.- SEE CONCRETE BEAM SCHEDULE AT S-1.1. 6.- CONTINUOS BLOCKING TO BE PROVIDED W/ 8d RING SHANK NAILS ® 6° O.C. U.N.O TO PLYWOOD AND (2) 8d RING SHANK NAILS TO WOOD TRUSS AT EA. END. 7.- PROVIDE TWO FILL CELLS (#5) AT EACH SIDE OF OPENINGS. MAXIMUM HORIZONTAL (ASD) WIND LOAD (WALLS) ZONE 4 AREA PRESSURE 10SF -48,20 44.49 PSF PSF 20SF -46.22 42.52 PSF PSF 50SF -43.62 39.91 PSF PSF ZONE 5 AREA PRESSURE -59.32 PSF 10SF 44.49 PSF 20SF -55.38 PSF 42.52 PSF 50SF -50.17 PSF 39.91 PSF 0.25 Ll 0.3 L1 0.3 L2 0.3 1_1 0.3 L2 0.3 L3 Cantilever (whichev r is reciter) (whichev,r is reciter) or Contilevel "C" (whicl ever i greater) STD. 90° HKS. bars (NP) Cont. IT, bars, lap splice when req'd. "E" bars at mid -span Lap splice 24" min. "F" bars r r r "E" bars Lap splice when req'd. bar the (12" min.), r unless unless otherwise noted Cont. 'T" bars r r,, bars / STD. 900 HKS. WHEN SCHEDULED �, 6" in. (u.o.n.) �, r 6" min. (typ. u.o.n.) A" bars A" bars yp 2 "A" bars Cont. "B" bars .1L1 Cont. "B" bars, .1L1 .1L2 .iL2 .1L3 .1L3 �� B lap over support when req'd. Stirrups as scheduled L L1 U L2 L L L3 L Cantilever (typ. end span) (typ. interior span) (typ. span adjacent to cantilever, BAR PLACEMENT NOTES: TYPICAL BEAM DIAGRAM 1. BEAMS SHOWN IN PLAN ARE READ FROM LEFT TO RIGHT. 1. 'C' BARS ARE TOP BARS AT THE DISCONTINUOUS END OF END SPANS. 'C' BARS SHALL BE PLACED IN THE SAME LAYER AS IT' BARS UNLESS OTHERWISE NOTED. 2. THE MINIMUM CLEAR DISTANCE BETWEEN PARALLEL BARS IN A LAYER SHALL BE EQUAL TO THE NOMINAL DIAMETER OF THE BARS. IN NO CASE SHALL THE CLEAR DISTANCE BETWEEN BARS BE LESS 8. 'E' BARS ARE TOP BARS OVER INTERIOR SUPPORTS. 'E' BARS SHALL BE PLACED IN THE SAME LAYER AS G=415 LBS THAN ONE INCH, NOR LESS THAN ONE AND ONE-HALF TIMES THE MAXIMUM SIZE OF THE COARSE IT' BARS UNLESS OTHERWISE NOTED. U=699 LBS AGGREGATE. CONNECTOR A 9. IF' BARS SHALL BE EQUALLY SPACED BETWEEN 'B' AND IT' BARS, HALF ON EACH VERTICAL FACE. 'F' BARS 3. WHEN REINFORCEMENT IS PLACED IN TWO OR MORE LAYERS, THE CLEAR DISTANCE BETWEEN MAY BE CONTINUOUS. SEE BEAM INTERMEDIATE REINFORCEMENT TABLE UNLESS SCHEDULE NOTE. LAYERS SHALL NOT BE LESS THAN ONE INCH NOR LESS THAN THE DIAMETER OF THE BARS, AND THE BARS IN THE UPPER LAYERS SHALL BE PLACED DIRECTLY ABOVE THOSE IN THE BOTTOM LAYER. 10. STIRRUPS SPACING IS FROM FACE OF SUPPORT. STIRRUPS SHALL HAVE 'B' OR 'T' BARS TIED IN EACH CORNER 4. IT BARS ARE BOTTOM BARS. "B" BARS SHALL EXTEND OVER SUPPORTS 6" MIN. UNLESS OTHERWISE NOTED. "B" BARS MAY BE CONTINUOUS. 11. ALL REINFORCING BARS TO HAVE A MINIMUM OF 1 1/2' CLEAR COVER (U.ON.) 12. MINIMUM CONCRETE COVER 1 FOR REINFORCEMENT SHALL BE PROVIDED IN ACCORDANCE WITH AGI 318-95, SECTION 1.1.1. 2. 5. "A" BARS ARE BOTTOM BARS. "A" BARS DO NOT EXTEND OVER SUPPORTS. 'A" BARS SHALL BE PLACED IN THE SAME LAYER AS "Bill BARS (U:O.N.). 12. STIRRUPS IN TIE BEAMS SHALL BE 03 TIES, 4 AT 12'c/c EACH END, BAL. AT 48'c/c UN,O. 6. 'T" BARS ARE CONTINUOUS TOP BARS. 'T" BARS SHALL BE LAP SPLICED WHEN REQUIRED AT 13. PROVIDE 2-05 CORNER BARS (EXTEND 30' IN EACH DIRECTION FROM CORNER). MID -SPAN 30 BAR DIAMETERS (12" MINIMUM) (U.O.N.). 14. WHERE GONG LINTELS NOT USED DROP TIE -BEAM ABOVE OPENING, ADD 215 BOTT AND 03 STIRRUPS a 8' CONCRETE BEAM SCHEDULE TOP OF BEAM ' SIZE (In.) LONGITUDINAL REINFORCEMENT STIRRUPS REMARKS MARK i ELEV. b x CI B i F T No. TYPE - - SPACING EA. END RTB 1 +8' l" 8" x 12" 2 #5 1 2 #5 #3 [] AT 48" O.C. RTB-2 +9 5" 8" x 12" 2 #5 1 2 #5 #3 [] AT 6" O.C. C RI-1 +8' 1" 8" x 16" 2 #5 2 #5 #3 [] AT 6" O.C. BAR PLACEMENT NOTES: I. 'F' BARS SHALL BE EQUALLY SPACED BETWEEN 'B' AND IT' BARS, HALF ON EACH VERTICAL FACE. IF' BARS MAY BE CONTINUOUS. 2, STIRRUPS SPACING IS FROM FACE OF SUPPORT. STIRRUPS SHALL HAVE IS' OR IT' BARS TIED IN EACH CORNER. %% %%I tr4ryois 3. ALL REINFORCING BARS TO HAVE A MINIMUM p���55T •R.•LO 1/2' CLEAR COVER (U.ON.) 12. MINIMUM CONCRW� EPQ •� xO E N SR •• �'� COVER FOR REINFORCEMENT SHALL BE PROPIDED 0 5 399 IN ACCORDANCE WITH ACI 318-95, SECTION 1_M.I. t' 4. STIRRUPS IN TIE BEAMS SHALL BE 03 TIE5.4*4i�6 20 12'c/c EACH END, BAL. AT 48'c/c UN.O - a t� = 5. PROVIDE 2-a5 GORNER B TE r)3b N T OF FAr-w r-)IRF.?erT10N PPD FR) f i P •'��.` 0H1p 0NA��?.a. . '�nnon�l Eastern Engineering Group 3401 MNe. Suits 370 Miami, FL.. 33122 33122 P (305) 599-8133 f(306) 599-8076 www.eastemeg.com ❑ RAISSA LOPEZ, P.E. LIC No. 59399 ❑ GONZALO X PAZ, P.E. LIC No, 60734 /AIIIS�ervice �I 1 Design 0- C , 'Zn V LU N N E .C:) r U rnMNLO �N1 iV tits_) W CU LC � C.O co •_ C) 00 � J Co `�v�Q Q aE OLI: REVISIONS: NO. DATE SCALE : AS SHOW LU 5- 0 j ry). � M Q LU V < z ) LU ~. 0 is z U) .(n z IN 1--+ rl 0 cQ F-1 CQ G a Z z - w LL FO w F Z w wa a Z a V Z J J CM Q z 0 Z z w IQz_rLJ U � I C) Q� }- J I ti 1 O Q -LJ , IV Q - J C) Q LL J m> UQ LL1 Z M = J _ L J 00 (n Q L. J Of Q N Q 00~� L() Ln ~L� rjj Cz.� OW JJ-n - Q CO 0 .JQZ(n < Ee v Q,Ld Z 1,9.1­ cn � LLI. p z � (n LLA. L Z 0 OOO�U w�ZO� 0 r� = =w0Ocw F- oo� 0 O Ln OC) Cl- .. w 4 f N 3 TRUSS CONNECTORS SEE PLAN EXISTING TIE BEAM EXISTING TRUSSES EXISTING TIE BEAM ROOF CONNECTOR SEE PLAN DRILL AND EPDXY WITH HILTY HIT-HY 200 SYSTEM (OR ADHESIVE ANCHOR). 6" MIN DRILL AND EPDXY EMBEDMENT WITH HILTY HIT-HY EXISTING MASONRY WALL 200 SYSTEM (OR WINDOW BLOCK UP ADHESIVE ANCHOR). SEE D/S-3.1 6" MIN EMBEDMENT EXISTING FOOTING EXISTING CONCRETE SLAB �// 1/2" EXPANSION ��� JOINT. EXISTING FOOTING NEW WOOD TRUSSES BY OTHERS (SEE PLAN) VAPOR BARRIER 1 SECTION 5-2.0 SCALE: 1/2"=1'-O" l Stu 5-2.0 SCALE: 1/2"=1'-0" NEW CONCRETE SLAB 1 3 TRUSS CONNECTOR SEE PLAN NEW CONCRETE BEAM SEE PLAN T.E. SEE PLAN ELEV. +8'-1" T.O. BEAM ELEV. 0'-0" F.D. SLAB Sr�Gc p gp'oRO LI. Eastern Engineering Group 3401 NW82ndAve. Suite 370 Ulan, Ft.5 P.� (305) 99-8139-8133 F. (305) 599-8076 wmeastemeg.com ❑ BAISSALOPEZ,P.E, LIC No. 59399 ❑ GONZALO A. PAZ, P.E. LIC No. 60734 /1� ce Design E O- � fZn w > N ti N N O cn N. M U M Cy) N _in M O M M ti co O U O co 0 J Q UOIiU REVISIONS: NO. bATF. SCALE AS SHOW cw G O 00 M ' M Q � LL w LL w z z U w oC � m O z L z O o CQ Q w Uj Uj z w_ WZ a Z i Q U z . J L„ J i 0� O Q_ n.� W .� 0 cl, _ L) W C)< _ J W LLj W W W °- G> < L z o I�cjQW� LLJ O Z LLl 00 � Q.. W J �_ O cn < <<elf O z n Ln ~ ILL w 0 C) J c/) — LLJ Q Cfl o�� < < z cn w O O Z �� mQ w z Oz.��w L 0 z O mob = 0 . rq = W U) Q =Iw0O�w ❑ po n F �o0V) S-2.0 SEE PLAN FOR STEP. VERIFY STEP LOCATION AND DIMENSION —x— —'—x— W/ ARCH'L V-4" �i- #4x24" DOWEL AT 16" OC CENTER AT JOINT SEE PLAN FOR STEP. VERIFY STEP LOCATION AND DIMENSION x—x —x W/ ARCH'L x—x x—x—x OPTIONAL COLD JOINT. ROUGHEN SURFACE A STEP IN SLAB ON GRADE 3.m N.T.S. (2) 16d NAILS EACH MEMBER 2%4" CONT. LATERAL WOOD BRACING NAILED TO BOTTOM CHORD MAXIMUM 10'-0" SPACING AND REQUIRED BY MANUFACTURER (REFER TO TRUSS NOTES AND TRUSS LAYOUT FOR LOCATION) PRE—ENGINEERED WOOD TRUSS TYPICAL LATERAL BRACE SPLICE SLAB ON GRADE (1) #5 C01 N.T.S. "H GRADE PAVING, SEE ARCH. J THICKENED SLAB #5@16"o.c. x 2'-8" LONG. DRILL 1"0 HOLE IN EXISTING SLAB 6" DEEP AND PLACE No.5 BAR AND FILL WITH HILTY HY 150. \ L EL. FIELD VERIFY 2 -0 NEW SLAB ON GRADE AS PER L� SLAB NOTES EXISTING SLAB (IF REQUIRED) NEW SLAB ON GRADE TO EWTING SLAB ON GRADE SCALE: 3/4' =1'-0" VERTICAL REINFORCING AT CENTER OF WALL UNO ON WIRE POSITIONER (SPIDER TIE AT 8'-0" VERTICALLY HORIZONTAL REINFORCING TO INSIDE OF VERTICAL BARS ISOMETRIC PLAN NOTE: WIRE POSITIONERS AS SHOWN SHALL BE USED IN ALL WALLS REQUIRING 1 BAR IN A CELL DOUBLE VERTICAL REINFORCING IN MASONRY PLYWOOD PLYWOOD NAILED TO TRUSS NAILED TO W/10d NAILS ® 4" TRUSS W/10d O/C. NAILS ® 4" 2 x 4 CROSS 0/C. BRACING 2 x 4 WD. TRUSSES CROSS (2) 16d (2) 16d4WAY) BRACING 24" O.C. NAILS NAILSWD, 2 x 4 CONT. (TYP.) (TYP.)TRUSSES HORIZ. LATERAL 24" O.C. BRACING 10 LSPACES ® 2'-O"o.c. = 20'-0" 2 x4 CONT. HORIZ. LATERAL NOTES: BRACING 1: HORIZONTAL BRACING OF BOTTOM CHORD: PROVIDE 2: DIAGONAL BRACING: ONE ROW OF HORIZ. BRACING AS SHOWN EVERY A: PROVIDE CROSS BRACING, AS SHOWN, AT EACH END 6'-0" OF SPAN OF TRUSS ROW OF PERMANENT HORIZONAL BRACING, AT EACH END BRACING MEMBERS TO BE CONTINUOS 2"x 4" WOOD OF THE BUILDING AND AT NOT MORE THAN 20'-0" MEMBER W/(2) 16d NAILS AT EACH TRUSS. AT SPLICE SPACING IN DIRECTION OF HORIZONTAL BRACING LOCATIONS, LAP BRACING MEMBER OVER AT LEAST TWO TRUSSES. g; BRACING MEMBERS TO BE 20WOOD MEMBER. DET. P LATERAL BRACING OF TRUSS 5-3.0 SCALE: 3/4'-P-0' 0 M 30" STD. 9 DEG. HOOK (TYP.) - e 2-#5 (TYP) I NOTE: REINFORCING SHOWN APPLIES TO TOP, BOTTOM, AND INTERMEDIATE BARS IN CONCRETE BEAMS AND FOOTINGS UNLESS NOTED OTHERWISE e • • e , ; ,��� , ■ I •� ••• 1 SCALE: 3/4"= I'-O' DIAPHRAGM BOUNDARY PROVIDE 1/8" SPACING AT PANEL EDGES 4' x 8' CDX PLYWOOD — SHEATHING MIN. 5/8" THICK CDX MAX. SPAN 24" 2x8 WOOD FASCIA NAILED W/ 2-16d NAILS ® EACH TRUSS 1/16" SPACE AT PANEL ENDS MASONRY PREFABRICATED WOOD TRUSSES 24" ON CENTER SEE ROOF PLAN — LATERAL BRACING SEE TYPICAL DETAIL 8d RING SHANK NAILS 4"O.C. AT DIAPHRAGM BOUNDARY & ® 4"O.C. AT OTHER PANEL EDGES PLYWOOD NAILING DETAIL SCALE: 1/4'= I'-m' COLUMN. REFER DOWEL BAR TO COLUMN SPLICE SHALL SCHEDULE FOR BE A MIN. 48 SIZE AND REINF. BAR DIAMETER EXPANSION MATERIAL G ISOLATED FOOTING DETAIL -3.0 SCALE: 3/4' 1'-0' 5/8" PLYWOOD SHEATHING / o PREFAB. WD. TRUSSES 5/8" MAIN ROOF SHEATHING EXTENDED UNDER VALLEY SET TRUSSES �— NU-VUE NVRT-12 W/ (6) 16d NAILS U=998 Ibs APPROVAL FL16294.5 (TYP.) ATTIC VENT 20' X 20" HOLES IN SHEATHING UNDER SECONDARY TRUSSES D PIGGY BACK CONNECT _ 3.0 SCALE: 1/4" =1'-m' 6" 6" 6" 6" NAILER 2x4 P.T. W/ 1/4" TAPCON 0 6" O.C. & 3" MAX. EMBEDMENT STAGGERED AS SHOWN. H NAILER DETAIL 5-3.0 SCALE: 1/4' V-0' io N i 1'-0" 1'-0" 1' 1' 0" LEDGE R (2) 2x8 P.T. WOOD LEDGER W/ EXPANSION ANCHOR BY POWER FASTENERS ® 12" O.C. & 6" MIN. EMBEDMENT STAGGERED AS SHOWN. IR LEDGER DETAIL 5-3.0 SCALE: 1/4' 1'-0' P`: 90� F Eastern Engineering Group 340I NW62nd Ave. Suite 370 Miami, R. 33122 P. (305) 599- W F (305) 599A076 www.easte a Cam ElRAISSA LOPEZ, P.E. LIC No. 59399 ElGONZALO A. PAZ P.E. LIC No. 60734 OF ' W= p• Ft \ • �C?0�• J All Service Design E 0 U •55 fz V V W N :. N r � N- M 11J U CU �MOMCo ti Cy) C ) rwo U) Lo Co CID M �Co — C) 0C) Q Q E UOIiU REVISIONS: NO. DATE SCALE: AS SHOW Lij O. 0 J M > ri J (M Q �" ILL W . J J >_ z ce (n (UILU .- O m Ln - z c.F ri O o F-1 Q Lu z z- 1-0 uj ui Lu z w w f 0'Q 0. Z � O a n Q V Z I I I C0 _J W Of Q � d m 0 O o �~ z w-o o Z M> a v . LJ C J �- >- 0 0< W L� = 1 W i w W z- w = 37 CJ Q LLJ (V Lu V J n a— m0 J= Z LLI 5 CO -Q LLJ J H � 17< Q N ��LLJ� z•.. g O �) 0 J n : Q CO Q _j W u Z �� �m� CD Z 0 C/-) Lu :2O z LLL CD O0 0 �ZO L rr) LLJ q>e � =w0�..ii ❑ 00 a- . �-� 0 O cn EXISTING COLUMN EXPANSION JOINT Ya" ALL AROUND OF NEW FOOTING (TYP.) (4) J"O LDT ANCHOR NEW WOOD (4) J"O LDT ANCHOR BY POWER RAFTERS BY POWER a.t NEW SLAB ON GRADE AS PER FASTENERS SEE PLAN FASTENERS SLAB NOTES W/ 5 }" EMBEDMENT 3" 6" 4" 3 W/ 5 #" EMBEDMENT 6 3 (IF REQUIRED) x ' % s z EXISTING CON . SLAB ROUGHEN EXISTING' o SEE DETAIL �� 4;1ell 4�� COLUMN SURFACE K/S-3.0 SHEAR CONNECTOR BETWEEN NEW EXISTING Zr EXISTING FOOTING AND EXISTING COLUMN. DRILL BEAM TO REMAIN E/ \—Cl2X20.7 BEAM TO REMAIN NEW FOOTING SEE ' HIT HY 200 MAX r_ AND EPDXY WITH HILTICOLUMN EXPANSION ANCHOR 0 12" PLAN (2 PER LONG COLUMN SIDE AND 1 PER STEEL CHANNEL W/ 3" EMBEDMENT SHORT COLU N SIDE) 4 W/ 6" EMBED EXISTING FOOTING (3" MIN EDGE DISTANCE) EXISTING TO REMAIN EXISTING COLUMN MASONRY WALL CONNECTOR BETWEEN NEW &EXISTING 7=Ll EXISTING CONCRETE COLUMN TO REMAIN & TO CONC. DRILL AND EPDXY WITH HILTI TO BE FIELD VERIFIED BE FIELD VERIFIED HIT HY 200 MAX # 5 W/ 6" EMBED f �M/SEE PLAN 0 12"OC EXISTING — MASONRY WALL A) NEW BEAM CONNECTION DETAIL S-3.1 SCALE: 3/4"=1'-O" DRILL 6" MIN. W/ HILTY HY 200 EPDXY EXISTING CONC. BEAM, SEE PLAN 1#5 016" O.C. DRILLED IN C.M.0 EXISTING WALL MASONRY NEW CONC. TIE COLUMN SEE SCHEDULE FOR REINFORCEMENT EXISTING FOOTING EXISTING BEAM. NEW COLUMN INTO C EXIST. WALL DETAIL D S-3.1 SCALE: 1/2"=1'-0" DRILL AND EPDX HILTY HIT-HY 2C (OR ADHESIVE At MIN EMBEDMENT DOWELS SAME TO COLUMN R EXISTING CONC. BEAM SEE COLUMN DRILL I WW�� SCHEDULE �PDXY ES1N TYPICAL E�(ISTING 84 C.M.U. WALL 8" CONC. MASONRY UNITS W/ HORIZ. JOINT REINFORCING AT EVERY SECOND COURSE (16" VERT.) STANDARD No 9 TRUSS TYPE. DENOTES 8%8" STARTER COLUMN W/ 2 #5 VERTICALS. #5 DOWELS AS SHOWN EXISTING DOWELS SAME WINDOW SILL TO COLUMN R -Pj 0VJDE 2 -6 LAP SPLICE IN W/ 421 BY ITO EXIST TYPICAL BLOCK UP DOOR OPENING DETAIL AT EXISTING WALL SCALE: 1/2"=1'-O" DRILL AND EP HILTY HIT-HY (OR ADHESIVE MIN EMBEDMEI TYP. COONECTION EXIST COLUMN TO B NEV FOOTING 5-3.1 SCALE! 3/4'=I'-0" ^'1STING CONCRETE BEAM. EXISTING CONCRETE BEAM. DEPTH VARIES, REFER TO APPENDED ORIGINAL (1963 STRUCTURAL DRAWING NEW STARTER E COLUMN DETAIL 5-3.1 SCALE: 1/2"=1'-O" 1#5 016" O.C. DRILLED IN C.M.U. NEW CONC. TIE COLUMN SEE COLUMN SCHEDULE FOR REINF. EXISTING MASONRY WALL OR CONCRETE COLUMN EXISTING FOOTING )RILL AND EPDXY WITH 11LTY HIT-HY 200 SYSTEM OR ADHESIVE ANCHOR). 6" MIN EMBEDMENT 1-#5 #5048" (MAX) TYP FILL EXISTING OPENING WITH 8" CONCRETE BLOCK WALL. STUCCO TO MATCH EXISTING WALL. 1-#5 REINFORCE W/ 1-#5 AND FILL W/ 3,000 PSI CONCRETE (E.S.) 1-#5 EXISTING FOOTING DRILL AND EPDXY WITH HILTY NIT-HY 200 (OR TYP FILL IN DETAIL FOR 6" MIN SYSTEM EMBEDMENTDHESIVE ANCHOR). F EMTING DOOR OPENING c-1 SCALE: 1/2"=1'-O" Eastem Engineering Group 3401 NW 82ndAve. Suite 370 fL.33122 A-t3 P.•/305J 599,8133 f.•(305J 599,B076 uwweasremegaan ❑ RAISSA LOPEZ, P.E. LIC No. 59399 f-7- nffiM.0 A PA7. P F. 1 If. Nn. M7.14 /J All Service Design E 0 U _ C a)V rZ W N ~ N 0 w qT i v . ►` CY3 O -0 ^ ^.� � C), _Co" J C13 `� a Q ddLL' REVISIONS: NO. DATE SCALE :.-AS SHOW,, w C C G . 0 00 J � -j M Q IL W U- w z a V) z 0 z W z 0 o Ca Q a w z z am a� wQ 'U J �n I Mco r00 -O O '. .... Q U _ Li ' U a S W Z Z LLJ LLI > ° N LLJ N I'7 Jcm� Q.— -CE ° O W Z_ LLJ 00 (n Q w J = F— ~ > N = Q S QQ 00�V) Lr) H- L� w O J (n Q (_0 O Q JQZ(n W �mm-0 U) W O Z L'f O IL = LL cn 0� El a�0 Fw.OXW �0Ocn TC2 TC1 � I - TC1- L m F-32 -? 8B5®16 - I WALL LEGEND: BLOCK SPACING IN INCHES OR VERT. REINF. 8 B 5 ® 48 WALL THICKNESS VERTICAL REINF. INCHES SIZE FOOTING SCHEDULE MARK SIZE (L X W) DEPTH SHORT BAR LONG BAR REMARKS WF-24 32" CONT. 12" #5@12 T&B 3#5 CONT. (T&B) WALL FOOTING NOTE: 1. CONTRACTOR TO PROVIDE NUMBER OF CORNER BARS AS FOOTING LONGITUDINAL REINF. LAPPED MIN. 48" BAR DIAMETER, WHEN FOOTING HAS MORE BARS, THE TOTAL OF CORNER BARS SHALL BE THE SAME AS THE NUMBER OF BARS IN THE LARGER FOOTING. COLUMN SCHEDULE MARK SIZE REINFORCEMENT VERTICAL OR BASE PLATE REINFORCEMENT TIES OR CAP PLATE REMARKS TC1 8" x 8" 2-#5 CONCRETE COLUMN TC2 8" x 12" 4-#6 # 3 ® 8" O.C. CONCRETE COLUMN COLUMN BAR ARRANGEMENT G TCt - W F - 3 2 ---- 885@16 30'-2 1 0.25 L1 0.3 L1 1, 11 0.3 L2 (whichev r is reater) 0.3 L1 1, 0.3 L2 (whichev r is'treater) 0.3 L3 or Contileve ( is Cantilever "C" bars whitever greater) STD. 900 HKS. ( YP) Cont. "T" bars, la splice when re 'd. P i q "E" bars at mid -span La splice 24" min. °F" bars P P "E" bars La splice when re 'd. F 30 bar 'the (12" mind unless otherwise noted Cont. "T" bars " r C' burs STD. 900 HKS. WHEN SCHEDULED 6" min. (typ. u.o.n.) "A" bars 6"in. (u.o.n.) "A" bars 1 .1L1 Cont. "B" bars, .11_1 .1L2 "A" bars .11-2 .11_3 Cont. "B" bars 1L3 VCont. B" bars _4 lap over support when req'd. Stirrups as scheduled L1 h U L2 h L3 h Cantilever (typ. end span) (typ. interior span) x (typ. span adjacent to cantilever) (typ.) BAR PLACEMENT NOTES: TYPICAL BEAM DIAGRAM 1. BEAMS SHOWN IN PLAN ARE READ FROM LEFT TO RIGHT. 1. 'C' BARS ARE TOP BARS AT THE DISCONTINUOUS END OF END SPANS. 'C' BARS SHALL BE PLACED IN THE SAME LAYER AS 'T' BARS UNLESS OTHERWISE NOTED. 2. THE MINIMUM CLEAR DISTANCE BETWEEN PARALLEL BARS IN A LAYER SHALL BE EQUAL TO THE NOMINAL DIAMETER OF THE BARS. IN NO CASE SHALL THE CLEAR DISTANCE BETWEEN BARS BE LESS 8. 'E' BARS ARE TOP BARS OVER INTERIOR SUPPORTS. 'E' BARS SHALL BE PLACED IN THE SAME LAYER AS THAN ONE INCH, NOR LESS THAN ONE AND ONE-HALF TIMES THE MAXIMUM SIZE OF THE COARSE 'T' BARS UNLESS OTHERWISE NOTED. AGGREGATE. FOUNDATION PLAN NOTES: 9. 'F' BARS SHALL BE EQUALLY SPACED BETWEEN 'B' AND 'T' BARS, HALF ON EACH VERTICAL FACE. 'F' BARS 3. WHEN REINFORCEMENT IS PLACED IN TWO OR MORE LAYERS, THE CLEAR DISTANCE BETWEEN MAY BE CONTINUOUS. SEE BEAM INTERMEDIATE REINFORCEMENT TABLE UNLESS SCHEDULE NOTE. (*) DENOTES 2 # 5 CONT. TOP BARS (TYP) AT EACH OPENING GREATER THAN 6'-0". LAYERS SHALL NOT BE LESS THAN ONE INCH NOR LESS THAN THE DIAMETER OF THE BARS, AND THE BARS IN THE UPPER LAYERS SHALL BE PLACED DIRECTLY ABOVE THOSE IN THE BOTTOM LAYER. 10. STIRRUPS SPACING IS FROM FACE OF SUPPORT. STIRRUPS SHALL HAVE 'B' OR 'T' BARS TIED IN EACH 1.- SEE ARCHITECTURAL PLAN FOR TOP OF WALL ELEVATION. CORNER 2.- T.O. ISOLATED FOOTING TO BE 1'-4" BELOW EXISTING GRADE(TYP.) U.N.O. 4. "B" BARS ARE BOTTOM BARS. "B" BARS SHALL EXTEND OVER SUPPORTS 6" MIN. UNLESS 3.- SEE ARCHITECTURAL PLANS FOR ANY MECHANICAL PENETRACION AT CMU WALL. OTHERWISE NOTED. "B" BARS MAY BE CONTINUOUS. II. ALL REINFORCING BARS TO HAVE A MINIMUM OF 1 1/2' CLEAR COVER (U.ON.) 12. MINIMUM CONCRETE COVER FOR REINFORCEMENT SHALL BE PROVIDED IN ACCORDANCE WITH AGI 318-95, SECTION 1.1.1. 4.- PROVIDE TWO FILL CELLS (#5) AT EACH SIDE OF OPENINGS. (U.N.O.) 5. "A" BARS ARE BOTTOM BARS. "A" BARS DO NOT EXTEND OVER SUPPORTS. "A" BARS SHALL BE 5.- FOR CONCRETE BLOCK WALL NOTES SEE S-0.0. PLACED IN THE SAME LAYER AS "B" BARS (U.O.N.). 12, STIRRUPS IN TIE BEAMS SHALL BE 13 TIES, 4 AT 12"c/c EACH END, BAL. AT 48"c/c U.N.O. 6.- CL OF FOOTING=CL OF COLUMN, U.N.O. 6. 'T" BARS ARE CONTINUOUS TOP BARS. "T" BARS SHALL BE LAP SPLICED WHEN REQUIRED AT 13. PROVIDE 2-15 CORNER BARS (EXTEND 30' IN EACH DIRECTION FROM CORNER). MID -SPAN 30 BAR DIAMETERS (12" MINIMUM) (U.O.N.). 14. WHERE CONIC. LINTELS NOT USED DROP TIE -BEAM ABOVE OPENING, ADD 2"5 BOTT AND 03 STIRRUPS a 8' Fi Fv +W-n" DNCREfE TIE BEAM 4SONRY WALL 4LL FOOTING 1 SECTION S-4.0 SCALE: 1/2"=1'-0" CONCRETE BEAM SCHEDULE BAR PLACEMENT NOTES: I. 'F' BARS SHALL BE EQUALLY SPACED BETWEEN -- _ _ TOP OF BEAM SIZE (In.) LONGITUDINAL REINFORCEMENT I STIRRUPS REMARKS No. 'B' AND 'T' BARS, HALF ON EACH VERTICAL FACE. "F' MARK - -- - - BARS MAY BE CONTINUOUS. ELEY. b x d B F T TYPE SPACING EA. END 2. STIRRUPS SPACING IS FROM FACE OF SUPPORT. TB-1 6' 0" 8" x 12" 2 5 2 5 3 STIRRUPS SHALL HAVE 'B' OR 'T' BARS TIED IN # # # O AT 48" O.C. EACH CORNER 3. ALL REINFORCING BARS TO HAVE A MINIMUM OF I 1/2' CLEAR COVER (U.O.N.) 12. MINIMUM CONCRETE COVER FOR REINFORCEMENT SHALL BE PROVIDED IN ACCORDANCE WITH ACI 318-95, SECTION 1.1.1, 4. STIRRUPS IN TIE BEAMS SHALL BE 13 TIES, 4 AT 12'c/c EACH END, BAL. AT 48'c/c UN.O. 5. PROVIDE 2-15 CORNER BARS (EXTEND 30' IN EACH DIRECTION FROM CORNER). VERTICAL REINFORCING AT CENTER OF WALL UNO ON WIRE POSITIONER (SPIDER TIE AT 8'-0" VERTICALLY HORIZONTAL REINFORCING TO INSIDE OF VERTICAL BARS PLAN_ NOTE: WIRE POSITIONERS AS SHOWN SHALL BE USED IN ALL WALLS REQUIRING 1 BAR IN A CELL DOUBLE VERTICAL REINFORCING IN MASONRY i MASONRY COLUMN. REFER TO COLUMN SCHEDULE FOR SIZE AND REINF. DOWEL BAR SPLICE SHALL BE A MIN. 48 BAR DIAMETER �_- ISOLATED CONCRETE FOOTING (REFER TO FOOTING SCHEDULE) RT B) ISOLATED FOOTING DETAIL -4,0SCALE: 3/4' = P-C)" s/r `,�1\I11111111�1 ��� PNSSA R. '���� 4.• /V Ar ° 5 39,9 _ _0 01 :* �77• 01 s ' '•S''. R10P•'�, '' '0fVA�LIe\' a Eastem Engineering Gro 3401 NW 82ndA✓e Suite 370 ftml, FL. 33122 F: (309) 599-�r F.'(305)699-08078 76 wwweastemeg.can ❑ RAISSA LOPEZ, P.E. LIC No. 59399 ❑ GONZALOA. PAZ P.E. LIC No.60734 J All Service Design E C: rZ V U) ,U. LU W �. U CU 0) ch N --L>7 M O CO O U) _ C) Mti,tiQ CID 0o � J C Q E U O LL U REVISIONS: NO. DATE SCALE : AS SHOW VC..I G O r-t M J Q m J U_ W U... `�- J . Z U W Cal Ln. U) .- .. z N O. c .Q C Q W -. z z ,w.,w 0 LuQ zw cg�a-Z ou a� a Uz ^ J Lo - j M. 0 rn .- z U I L Q Q J LamC- - � r LU C -1 [7 LLJ ij z LWiJW > LU _ m �. Q 01 ~ LL 00 (f) < > O? Q N =Q� Q 00~Cnz Ll) Ln U W J 'cn U' Q Orr) Q J_j 0o w . Z 0op�0 0 z � ❑ 0 = WM Qo = i'�I 0 0� W - 0 00 a- CC•,C� s Y [V7 It4 ZONE 4 -52.73 +48.61Z�E 4 52.73 +48.61 52.73 +48.61 FRONT ELELATION SCALE:1 /4"=V-0" LEFT ELEVATION SCALE:1/4"=1'-O" REAR ELEVATION SCALE: 1 /4"=1 •-0" RIGHT ELEVATION SCALE: 1 /4"=1 •-0" gppR�CTG�< Ro�Zp F3� I�ikV .%%"a. Lops 41.,, � e N S E ' ,�� • ��•v o 59 9 • � �� ' CC * OF : W All/Service Design E O A• V W M— U@�1 V CoQMcM 4 14 00 O LLJ tr7 ,-CD CD CM Cn .� - O 0c) ti *k Q UOLL:U REVISIONS: NO. DATE 1 BLDC - .. s/09/16 SCALE-: AS SHOW` cLU G f I - v Q _- m � J ..M Q Co LL LLI J LL, Lu z J ..w z P I �U^1 Vu/ 0 .. - • V) O o Q Q w z z Gw ui Zw W..a az ... a'b .. UZ J J C:Co CD a w 0 Co O Q V7wtu Lu Z U j' J >-.p Z o a0Q L.L. -r'ZUaJ wlwZww wa � � N Q N J0awD LJJ n < 0 L,j OO -J V) < LL, Q N Hof ~_=� a 2 LC) Lo 00w Z` (~,) ILL J V9 U J,a Z Q ,09 O Q W �mV)00 U) Lil Z 0 Z 1-- — W U w O z U�OZO> LL ❑ to = LLJ =w0`�w 0p d F-0_00V) Eastern Engineering Group 3401 NW82ndAve. Suite 370 Miami FL. 33122 P. (305J 59; 33 F. (305) 599-8076 w Vastemeg.com Ile ❑ RAISSA LOPEZ, P.E. LIC No. 59399 ❑ GONZALO A. PAZ, P.E. LIC No. 60734 H.V,A,C. GENERAL NOTES: ALL WORK SHALL CONFORM WITH THE FLORIDA BUILDING, NFPA, NEC, AND ALL OTHER APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS AND ORDINANCES. CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS, FEES, TAXES, INSPECTIONS, TESTS, PERFORMANCE BONDS, FINES AND OTHER ITEMS AS REQUIRED FOR THE INSTALLATION OF THE COMPLETE MECHANICAL SYSTEMS, AND SHALL BE RESPONSIBLE FOR OBTAINING HIS OWN PERMIT. CONTRACTOR SHALL PROVIDE ALL REQUIRED INSURANCE FOR PROTECTION AGAINST PUBLIC LIABILITY AND PROPERTY DAMAGE FOR THE DURATION OF THE WORK. ALSO VERIFY EXISTING CONDITIONS BEFORE START THE JOB. SUBMIT SHOP DRAWING OF ALL MATERIALS AND EQUIPMENT FOR APPROVAL PRIOR TO FABRICATION. MEHCANICAL PLANS ARE DIAGRAMATIC,AND MAY CHANGE DUE TO FIELD CONDITIONS K ATERIAL ARE SPECIFY ON MECHANICAL PLANS SPLIT SYSTEM SCHEDULE NOMINAL TONS 5 TOT AL C ING C TU/HR 54 210 SENSIBLE CODLING CAP(BTU/HR) 37 405 SUPPLY (CFM) 1750 HEATER (KW) 10 ESP -IN WG 0.3 AHU MIN CIRCUIT AMPACITY. 58.5 CU MIN CIRCUIT AMPACITY, 28 VOLTAGE 24 V-1P DISIGN MANUFACTURE CARRIER AHU MODEL FX4DNF061 CU MODEL CA16NA060 SEER 16 REFRIGERANT LINE SIZE 7/8"-3/8" PROVIDE A PROGRAMMABLE THERMOSTAT HONEYWELL PRO-8000 W/HUMIDITY CONTROL. AHU DIMENSIONS WIDTH 24-11/16" DEPTH 22-1/16" H H 59-3/16" VENTILATION DUCTWOR M DUCT CONSTRUCTION, BRACING AND SUSPENSION IN ACCORDANCE WITH THE RECOMMENDATIONS SET FORTH IN THE LATEST EDITION OF THE A.S.H.R.A.E. GUIDE AND S.M.A,C.N.A. STANDARDS. DUCT SIZES SHOWN ARE "INSIDE" DIMENSIONS. VERIFY EXACT LOCATION OF DUCT WITH MECHANICAL SCOPE OF WORK: RESPECT TO STRUCTURE BEFORE FABRICATION. - IS LIMITED TO INSTALL 1 A/C UNIT AS SPECIFY IN THIS PLAN IS LIMITED TO INSTALL DUCT WORK SYSTEMS AND VENTILATION SYSTEMS AS SPECIFY IN THIS PLAN ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE PROGRESS OF CONSTRUCTION AND IN STRICT COMPLIANCE WITH ALL APPLICABLE CODES AND STANDARDS. SUBMIT SHOP DRAWING OF ALL MATERIALS AND EQUIPMENT FOR APPROVAL PRIOR TO FABRICATION. GENERAL/MECHANICAL CONTRACTOR SHALL BE VERIFY ALL INSULATION VALUE USED FOR CALCUALTUIONS IN ENERGY AND/OR HEAT LOAD PROVIDED BY MECHANICAL ENGINEER. CUT ALL OPENINGS AND CHASES REQUIRED TO ACCOMODATE THE WORK UNDER THIS DIVISION, AND REPAIR ALL FLOORS, WALLS, ETC., DAMAGED BY SUCH CUTTINGS. ALL WORK DONE UNDER THIS HEADING MUST CONFORM IN EVERY RESPECT TO FINISH AND QUALITY OF MATERIALS AND WORKMANSHIP SPECIFIED UNDER APPROPIATE SECTIONS FOR THE BUILDING. ALL DUCTWORK SHALL CONFORM TO SMACNA STANDARDS. ALL DUCTWORK SIZES ARE INSIDE DIMENSIONS. ALL VENTILATION DUCTWORK SHALL BE GALVANIZED SHEETMETAL OR THERMOFIN. ALL AIR CONDITIONING DUCTWORK SHALL BE FIBERGLASS BOARD OR FLEX MIN R-6 INSULATION, MUST CONFORM WITH ALL LOCAL CODES, UNLESS OTHERWISE NOTED. ALL ELBOW SHALL BE PROVIDED WITH TURNING VENTS. MECHANICAL CONTRACTOR SHALL BE RESPONSABLE FOR AIR BALANCE ACORDING WITH PLAN. ALL DUCTWORK RUNNING IN CONDITIONED SPACE COULD BE R-4 AND DUCTWORK RUNNING IN UNCONDITIONED SPACE SHALL BE R-6 MIN INSUATION. PROVIDE 1" UNDERCUT AT ALL INTERIOR DOORS MAINTAIN MFR'S RECOMMENDED CLEARANCES FOR AIRFLOW AND MAINTENANCE ACCESS METAL DUCT WALL CAP BACKDRAFT DAMPER NUTONE EXH. FAN CEILING I SIR INLET GRILLE SIZE AS PER MFR, SPECS. EXHAUST FAN DETAIL N.T.S. k TOP OF AHU .NCLOSING AHU CLOSET, ST 12 INCHES THAN FTC2 INCH .1.1 6X6- BATH AHU SHALL BE MECHANICALLY ATTACHED TO. THE SUPPLY AIR PLENUM DUCT WALLS COIL/HEAT SECTION AHU E LINES . PROVIDE CAP OFF WITH 1/4" PERFORATED FOR VENT FAN SECTION " MIN. FILTER ACCESS — VAIN DRAIN LINE RETURN SHEET METAL DOUBLE WALL N// R-6 INTERIOR INS -RONT ACCESS DOOR AND COLLAR FOR DUC B El X TIO RE UR S All TO H W ONDARY DRAIN LINE FLOAT SWITCH CONTROL OVERFLOW BY TT DOWN THE UNIT EN ACTIVATED. R FAB MTL. FRAME A X. DRAIN PAN FLOAT SWITCH 0 AUX, DRAIN PAN AHU CLOSET INSTALLATION 6X6 ,',ALLY! 11,,1 flex 04" �EL�t?4C7"i19 COND DRAIN THRU WALL t © 12" MIN FROM STRUCTURE 03/4" onxt of door flex 014; flex 0 flex 08" A2�N 3 @2SLOT M flex 04" Il '' 6X6 50 CFM t r N 4"0 EXHAUST DUCT (WERMOFIN) T k c1,1 OSLO COND. UNIT TO BE SECURED *FASTENING WITH (4) 14GA GALV STEEL CLIP 2"X6"X2". TO SUPPORTING 185 MPH 3 SCREWS PER CLIP STEEL HANGER WRE (FL PRODUCT APROVAL FL#14239) TO C/U HOUSING GLAV 1/4" TEKTrPICAL cFL wewcr EXHAUST FAN WITH 6ACKDRAFT CONDENSING UNIT AND NO VIGDFAnONEtEAEL 1 SCREWS PER CLIP TO CONCRETE PAD FRONT FACE GRILLE MIN 1/4"X2" TAPCON SCREENSB 1-1/4" MIN EMBEDMENT EXHAUSTFANHANS0 6"CONCRETE PAD CAEILIICKET NG MOUNTED CABINET 0 EXHAUST FAN DETAIL L Mrs. a . ° ° d a. ° a 0 EF#1 CONCRETE PAD EXH FAN#1 PANASONIC, MODEL FV05V03, 50 CFM & B.O.D. 04" THERMORN VENT DUCT WITH INSECT SCREEM. CONDENSING UNIT INSTALLATION DETAIL WIRE °DNEDTED TD"DEPENT SWITCH. FLEXIBLE DUCT INST&.LXEON AND SUPPORT: FLEXIBLE DUCTS SHALL BE CONFIGURED AND SUPPORTED 50 AS TO BELLMOUIH PREVENT THE USE OF EXCESS DUCT MATERIAL, PREVENT DUCT SPIN COLLAR PTTNG WITH Ee DISLOCATION OR DAMAGE, AND PREVENT CONSTRICTOR OF THE DUCT AND VOLUME DAMPER. OUADR BELOW THE RATED DUCT DIAMETER IN ACCORDANCE WITH THE FOLLOWING TO BE OUTSIDE INSULATION. REQUIREMENTS: INSUTA70N GUARD WHERE NEI. DUCTS SHALL BE INSTALLED FULLY EXTENDED. THE TOTAL FLAW EXTENDED LENGTH OF DUCT MATERIAL SHALL NOT EXCEED 5 PERCENTPLR OF THE MINIMUM REWIRED LENGTH FOR THAT RUN. DUCT CONNECTION SHALL BE AT TH2. BENDS SHALL MAINTAN A CENTER LINE RADIUM OF NOT LESS THAN TOP OR SIDE OF PLENUM AS SPACE ONE DUCT DIAMETER.CONDIhONS PERMEX DUCT3. TERMINAL DEVICES SHALL BE SUPPORTED INDEPENDENTLY OFTHE FLEXIBLE DUCT. NT WITH DUCT3. HORIZONTAL DUCT SHALL BE SUPPORTED AT INTERVALS NOT TAPEGREATER THAN 5 FEET. DUCT SAG BETWEEN SUPPORTS SHALL NOT EXCEED 1/2 INCH PER FOOT Or LENGTH. SUPPORTS SHALL BE PROVIDED WRHIN 1.5 FEET OF INTERMEDIATE FITTINGS AND ATED PLENUMBETWEEN IMMEDIATE FIMNGS AND BENDS. CEILING JOISTS AND RIGID DUCTS OR EQUIPMENT SHALL BE CONSIDERED TO BE SUPPOTS. S. VERTICAL DUCT SHALL SE STABIUZED WITH SUPPORT STRAPS AT NOi GREATER THAN 6 FEET STANDARD 3" NOE HANGERS Hanget extension to be the sum Of the distances between the hangin end the duet a e. ID Ism On? Maximum Honge Duct size, Inches Spacing 48: Wide or grater 4 It Lass the 48 wide Eft and less than 48" deep Width between 28' Sit & 48" and greater than 16" deep Lees tthpn 29" wide 8f, and 1 depth or less CHANNEL SECTION If Total Minimum Minimum Extension is Channel Channel not greater than: Gauge Profile 6. HANGERS, SADDLES AND OTHER SUPPORTS SHALL MEET THE DUCT--CDUNG. DIFFUSER 18" 22 3" X 2" MANUFACTURER'S RECOMMENDATIONS AND SHALL BE OF SUFFICIENT �r p T� i T� 30" 18 3" X 2" WIDTH CA PREVENT RESTRICTION OF THE INFERNAL DUCT DIAMETER. FLEXIBLE DUCT CONNECTIONS DETAIL (TYPICAL) WI NO CASE SHALL THE MATERIAL F WE INTERIM FLEXIBLE DUCT DUCT THAT IN DIRECT CONTACT WITH R BE LESS THAN 1/2 INCHES WIDE NlS USE OF 2" WIDE MA%IMUM LENGTH OF FLEXIBLE DUCT 22 gauge 2'x 1.5" hangers may be substituted RUNOUT TO DIFNSER lO BE 10 FEET for 3" hangers for ducts with widths not over 48" and depths not over 24" provided that not more than one joint occurs between hangers and the maximum hanger spacing. At. Exception: When duct perimeter is 80" or less and does not require reinforcement two joints ore permitted between hangers BATH BATH EXHAUST 6X(16 3.. 1 C +3wt , w\�,, I ✓ _ I I,r1 6X6 301CCF1v N1t1 � 3'©2SLOT A \LY220 CFM flex flex 04". 4" 16xe R/r on top o N flex 08" flex 04" on x 014" flex 014" PROGRAMMABLE T'STAT DRYER EXH ! 04' metal p$ej 26ga Vent thru wall rT A I HVAC DESIGN REQUIRES YES NO DUCT SMOKE DETECTOR x FIRE DAMPER(S)/ RADIANT x SMOKE DAMPER(S) X FIRE RATED ENCLOSURE x FIRE RATED ROOF CEILING ASSEMBLY x FIRE STOPPING X SMOKE CONTROL X FOR ADDITION AREA CALCULATIONS ARE BASED ON: WINDOWS LAWSON WINDOWS NFRC RATED U FACTOR: 1.04 / SHGC: 0.5 CEILING R-19 CMU EXT WALL R-.3 A/C GRILLE SPECS. SUPPLY GRILLE TITUS MODEL: 250-AA or similar RETURN GRILLE TITUS MODEL: 350FL or similar MECHANICAL REVIEW APPROVED I 1 j T J� THRU WA flex 06' f lex 08' flex 06 N T N A3��2SLOT 31'02SLOTM U 1M ....... y 8X8 0 CM 4F 8X8 40 CFM OVI A1, k - c _OSET I, F I :O a v1A.STLR A.TIIRO(W l JT THRU WALL C — '! LA ij 1. 1 REF REF \ 1 RES F 1 1 II / `EXC 6X BATH EXHAUST C/O MECHANICAL FLOOR PLAN SCALE: 1 /4" = 1 )VER HEAD TO AHU E SHALL BE INSUALTED W/INSULATION HAVING A THERMAL r LEAST R-4 AND EXTERNAL PERMEANCE NOT PERM WHEN TESTED IN ACCORDAINCE WITH ASTM E 96. 11 �6N0C (� �'d t ..,W..'a" .T-.e ` r� sd)Ar� Uy y,e r 9 J II Service Desig E 0 U > O W 0 0 I cv 0-)LfC LLJ U = O r� O 00 LLJ o O CO zitz U� J E Q Q (1)U O LL- REVISIONS: NO. DATE SCALE : AS SHOW Uj O 00 M 0 J_ > m LL LU LU J �— ULLJ ce _z (n O m z Ln O o H C< G Q LLJ z z LUd] O LQ zw W Q aZ 0— UZ r0 rn CO J LLB Q 0 m C 0 � 7 . J M Qz> W J LLI LLI LLI z l o N Q J Q W~ zs Q_ro L- J J = ~ LLJ(n<TW-JH M L � Q N 000~(n /� LLJ C� Q L0 <LLJ Qz n O� M 0 0 Q � (n W 0zHLLLI v00:2 LLJ O� 0 w�z0LL-� _ LLJ LLJ LLJ ❑ GO a- o0cn M-1 ELECTRICAL SYMBOL LEGEND v PHONE LINE JACK MOUNTED 18" A.F.F. UNLESS OTHERWISE NOTED. EXTEND 1/2" CONDUIT W/BUSHED END UP TO ATTIC SPACE. COMBINATION SMOKE DETECTOR CARBON MONOXIDE DETECTOR, CEILING MTD. DETECTORS SHALL BE INTERCONNECTED AND SYNCHRONIZED INDIRECT LED LIGHTING STRIP WALL MOUNTED LIGHTING FIXTURE OUTLET PROVIDE A WALL MTD. JUNCTION BOX ® CEILING INSTALLED INTERIOR LIGHT 0 EXTERIOR LIGHT ® EXTERIOR SPOT LIGHT a EXTERIOR POOL LIGHT $ SINGLE POLE TOGGLE SWITCH, 20 AMP, 120V., SPECIFICATION GRADE. $3 THREE WAY SWITCH, 20 AMP, 120V.,SPECIFICATION GRADE. $M MOTOR RATED TOGGLE SWITCH WITH OVERLOAD PROTECTION 0_1 DUPLEX RECEPTACLE; 20 A.,120V.,GROUNDING TYPE. MOUNTED 18" A.F.F. TO OF OUTLET BOX. (EXCEPT AS NOTED). QUADUPLEX RECEPTACLE 20 A., 120V., GROUNDING TYPE. MOUNTED 18" A.F.F.. DUPLEX GFI RECEPTACLE; 20 A.,120 V.,GROUNDING TYPE. MOUNTED AS NOTED ON PLAN EXCEPT IN TOILETS NEXT TO SINKS WHERE IT SHOULD BE MOUNTED AT 42" A.F.F e SINGLE RECEPTACLE; 20 A.,120 V.,GROUNDING TYPE. MOUNTED 18" A.F.F. TO C OF RH EQUIPMENT RECEPTACLE, 240V, RATED AS INDICATED ON PLANS. J FLEXIBLE CONDUIT. 4 ARROW DESIGNATES "HOMERUN" TO PANEL,HASH MARKS DESIGNATE NUMBER OF WIRES. INDICATES GREEN BOND WIRE PANEL BOARD. C� SAFETY SWITCH - HEAVY DUTY NEMA CLASS "A" IN NEMA 1 ENCLOSURE, OUTDOOR TYPE NEMA 3R. s0 3 ` DESIGNATES SWITCH RATING, "3" DESIGNATES POLES; "*" TIME DELAY FUSE AS PERMANUFACTURER SPECIFICATIONS ; "30"SWITCH AMPS. MOTOR. (FURNISHED BY ARCH. DIV. 13, OR 15 CONNECTED BY DIV 16. OR ELEV./ESC. WALL CEILNG MOUNTED JUNCTION BOX. MINIMUM 4" X 4" X 1 1/2" WITH BLANK PLATE. MT. WALL BOX UP AS SHOWN ON PLAN. ELECTRICAL METER Tv TELEVISION. ANT. OR CABLE OUTLET. ELECTRICAL NOTES 1. THE ENTIRE INSTALLATION SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE (NEC), AND THE LATEST EDITION OF THE FLORIDA BUILDING CODE AND ANY OTHER APPLICABLE FEDERAL, STATE AND LOCAL CODES. 2. A LICENSED ELECTRICAL CONTRACTOR SHALL PERFORM ALL WORK IN A WORKMANLIKE MANNER. SAID CONTRACTOR SHALL MEET ALL REQUIREMENTS SET FORTH BY ANY LOCAL ORDINANCE AND GOVERNING AUTHORITIES. 3. THE CONTRACTOR SHALL PROVIDE ALL REQUIRED INSURANCE FOR PROTECTION AGAINST PUBLIC LIABILITY AND PROPERTY DAMAGE FOR THE DURATION OF THE WORK. 4. THE CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FREE FROM DEFECTS FOR A PERIOD OF NOT LESS THAN (1) ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE. 5. IT SHALL NOT BE THE INTENT OF THESE PLANS AND/OR SPECIFICATIONS TO SHOW EVERY MINOR DETAIL OF CONSTRUCTION. CONTRACTOR SHALL FURNISH AND INSTALL ANY ADDITIONAL CONDUITS, BOXES AND WIRING NECESSARY FOR A COMPLETE ELECTRICAL SYSTEM AND PROVIDE ALL REQUIREMENTS NECESSARY FOR EQUIPMENT TO BE PLACED IN PROPER WORKING CONDITION. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING TO ORIGINAL CONDITIONS, ANY AND ALL DAMAGES TO THE BUILDING SURFACES, EQUIPMENT, ETC. CAUSED DURING THE PERFORMANCE OF WORK. 7. CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ADDITIONAL CHARGE OR DELAYS AND SHALL INCLUDE REPLACEMENT OR REPAIR OF ANY OTHER PHASE OF THE INSTALLATION, WHICH MAY HAVE BEEN DAMAGED. 8. THE CONTRACTOR SHALL VISIT THE JOB SITE AND VERIFY ALL EXISTING CONDITIONS, AND SHALL THOROUGHLY REVIEW ALL DRAWINGS, SPECIFICATIONS AND POSSIBLE ADDENDA PRIOR TO BIDDING ON HIS WORK. NO EXTRAS TO HIS CONTRACT WILL BE ALLOWED FOR FAILURE TO COMPLY WITH THIS REQUIREMENT. 9. THE CONTRACTOR SHALL NOT SCALE THE ELECTRICAL DRAWINGS. REFER TO ARCHITECTURAL PLANS AND ELEVATIONS FOR EXACT LOCATIONS OF ALL EQUIPMENT UNLESS NOTED OTHERWISE. 10. CONTRACTOR SHALL COORDINATE HIS WORK WITH OTHER TRADES SO THAT INTERFERENCE WITH EXISTING CONDITIONS, CONDUITS, PIPING, EQUIPMENT, ARCHITECTURAL AND STRUCTURAL MEMBERS BE AVOIDED, BEFORE THE COMMENCEMENT OF THE WORK. 11. CONTRACTOR SHALL TAKE PERMITS, PROCURE CERTIFICATES AND PAY ALL FEES CONNECTED THEREWITH. 12. IT SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR FOR THE ADVANCED ORDERING OF LONG LEAD ITEMS, AS TO NOT INTERFERE WITH THE PRODUCTION OF OTHER TRADES RESULTING IN ANY DOWN OR LAG TIME. THE CONTRACTOR SHALL NOT ORDER ANY ITEMS UNTIL APPROVED SHOP DRAWINGS ARE RETURNED TO HIM. 13. CONTRACTOR SHALL COORDINATE SERVICES WITH THE RESPECTIVE UTILITY COMPANIES. 14. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF CEILING CONSTRUCTION BEFORE ORDERING OR INSTALLING LIGHT FIXTURES. 15. CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY BALANCING ALL BRANCH CIRCUITS BETWEEN THE PHASES OF THE SYSTEM REGARDLESS OF CIRCUITING INDICATED. 16. ALL CONDUCTORS SHALL BE COPPER, TYPE THHN/THWN EXCEPT WHERE OTHERWISE REQUIRED BY U.L. OR CODES. 17. APPLY TWO COATS OF BITUMASTIC (KOOPERS 60) TO ALL METALLIC CONDUITS IN SLABS OR UNDERGROUND. EMT IS NOT PERMITTED IN SLABS. ALUMINUM CONDUITS ARE NOT PERMITTED ANYWHERE. 18. FOR UNDERGROUND ELECTRICAL CONDUITS, PROVIDE PULL BOXES SUCH THAT NO SINGLE CONDUIT RUN HAS BENDS IN EXCESS OF 360 DEGREES, OR 180 DEGREES FOR TELEPHONE. PULL BOXES SHALL BE SUITABLE AND APPROVED FOR THE INTENDED USE AND WITH IRON COVERS. WARNING TAPES, WHICH READ, "WARNING- BURIED ELECTRIC" SHALL BE PLACED IN TRENCHES ABOVE ALL ELECTRIC CONDUITS. WHERE CONDUITS PASS UNDER PAVED AREAS, THEY SHALL BE GRC. WHERE UNDERGROUND CONDUITS ARE NOT EXPOSED TO MECHANICAL DAMAGE OR ARE NOT UNDER PAVED AREAS, THEY SHALL BE SCHEDULE 40 PVC. ELBOWS AND RISERS SHALL BE GRC. 19. ALL CONDUITS RUNS ARE SHOWN DIAGRAMMATICALLY. THE EXACT ROUTING SHALL BE DETERMINED IN THE FIELD, UNLESS NOTED OTHERWISE. ELECTRICAL NOTES 1. ALL NEW 20 AMPS RECEPTACLES SHALL BE TAMPER RESISTANT LISTED TO COMPLY WITH NEC 406.12 (2011) 2. PROVIDE ARC -FAULT CIRCUIT INTERRUPTION PROTECTION FOR ALL 120V, 20 AMPS BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED IN FAMILY ROOM, DINING ROOM, LIVING ROOM AND BEDROOMS TO COMPLY WITH NEC 210.12 (2008). REFER TO NOTE (1) BELOW PANEL SCHEDULES ON SHEET E-1. LIGHTING FIXTURES NOTES 1. ALL LIGHTING FIXTURES SHALL BE SELECTED AND PROVIDED BY OWNER AND INSTALLED BY THE CONTRACTOR. COORDINATE EXACT LOCATION OF ALL NEW LIGHTING WITH OWNER AND ARCHITECT PRIOR TO ROUGH -IN. 2. AL BATHROOM LIGHTING FIXTURES SHALL HAVE A "SUITABLE FOR DAMP LOCATIONS" RATING. 3. ALL EXTERIOR LIGHTING FIXTURES EXPOSE TO THE WEATHER SHALL HAVE A "SUITABLE FOR WET LOCATIONS RATING. 4. ALL CLOSET LIGHTING FIXTURES SHALL HAVE THE LAMP COMPLETELY ENCLOSED. 5. ALL RECESSED LIGHT FIXTURES TO BE IC RATED, AND ALL LAMPS PERMANENTLY INSTALLED IN FIXTURES TO BE HIGH EFFICACY TYPE TO COMPLY WITH FBC 2010 ENERGY CONSERVATION SECTION, CHAPTER 4 SEE ELEI RISER C APPROXIMATE LOCATION OF FPL UTILITY POLE. POW[ ELECTRICALRF-VIF-W l J-�lJy/G APPROVE P E.w.""'" `"" J All Service Design E O U rZ V W U W r N pm r d' i vd CD m co r` M O ® co CO a E C)O�U REVISIONS: NO. DATE SCALE : AS SHOW W O _ 00 M J > � � J M LL LLJ LL Lu z w z v m Ln U) z N O ® I -I C< G IJ a LI..II z z u ui zw w� a Z a U Z J N J CO w o Q co m CO [Y O Qi � Li Z z>-I U O L 0_ �_: �z j[L W - jILG� z JCD,dw - N < W _j - 0 Q Q O O ~ ~ LL W C J LF) LC) U J (n - co O QLd<z cn Z �� LLJ �mcn�o cn Z W O z O a_ zZ O> LL O W N D_ _ El Q_=WOO_ W Eiiiiiiiil NEW DISC. 200 AMPS METER 120/240V NEMA 3R 22 KA WIRE LEGEND O 1 SET (3- 3/0 THWN Cu)+1 IN 2-1/2" C. O 1 SET (3- 3/0 THWN Cu)+1 #4 THWN(G) IN 2-1/2" C. TO EXISTING FPL SERVICE 1-#4 THWN Cu BARE CONNECT TO BUILDING FOOTING REINFORCING BAR BOND TO METAL WATER PIPE. AIC:10 000 AMPS PANEL:A VOLTAGE: 120/240 VOLTS MAIN: 200 AMPS PHASE:1 PHASE,3 WIRES NEUTRAL: 200 AMPS - MOUNTING: SURFACE BREAKER SIZE: 200 AMPS MANUFACTURE SIEMENS OR EQUIVALENT Circuit COND WIRE CIRCUIT ID LOAD POLES Trip A CKT# Lt L2 CKT# Trip A POLES LOAD CIRCUIT ID WIRE COND 1 2 2-#12 WASHER 500 20 X 2 20 1 1500 SMALL APPLIANCE 2-#12 1 2 3 4 2-#6 RANGE 9600 2 50 3 X 4 20 1 1500 SMALL APPLIANCE 2-#12 1 2 5 X 6 20 1 ** LIGHTS RECEPTACLES * 2-#12 1 2 1 2 2-#10 DRYER 5000 2 30 7 X 8 20 1 1500 GFI BATH 2-#12 1 2 9 X 10 20 1 ** LIGHTS RECEPTACLES * 2-#12 1 2 1 2 2-#12 LIGHTS RECEPTACLES * ** 1 20 11 X 12 20 1 1500 GFI BATH 2-#12 1 2 1 2 2-#12 DISHWASHER 1200 1 20 13 X 14 20 1 1500 GFI BATH 2-#12 1 2 1 2 2-#12 GARBAGE DISPOSAL 400 1 20 15 X 16 20 1 ** LIGHTS RECEPTACLES * 2-#12 172 1 2 2-#10 WATER HEATER 4500 2 30 17 X 18 20 1 ** LIGHTS RECE"P-TACLES * 2-#12 1 2 19 X 20 20 1 1500 GFI BATH - 2-#12 1 2 1 2 2-#12 HOOD 400 1 20 21 X 22 20 1 1500 GFI BATH 2-#12 1 2 1 2 2-#12 GARAGE DOOR OPENER 200 1 20 23 X 24 20 1 ** LIGHTS RECEPTACLES * 2-#12 1 2 1 2 2-#12 REFRIGERATOR 1200 1 20 25 X 26 70 2 14040 AHU-1 *** 1 2 2-#12 FREZZER 1200 1 20 27 X 28 1 2 2-#12 LAUNDRY RECEPTACLES 1500 1 20 29 X 30 40 2 6720 CU-1 *** 2-#8 3 4 1 2 2-#12 RECIRCULATION PUMP 400 1 20 31 X 32 1 2 SMOKE DETECTOR 400 1 20 33 X 34 20 1 960 EXTERIOR RECEPTACLES 2-#12 1 2 1 2 MICROWAVE 1200 20 35 X 36 20 1 1000 EXTERIOR LIGHTS 2-#12 1 2 1 2 H2-1 POOL PUMP 2880 2 20 37 X 38 SPACE SPARE 1 20 39 X 40 SPACE 1 2 POOL LIGHTS 1200 1 1 20 41 1 X 1 42 SPACE (*) BY AFCI (***) NON CONCURRENT LOAD (**) VA/SF LOCATION OF SERVI( ENTRANCE EQUIPMEN DEMOLITION ELECTRICAL PLAN SCALE:1/8"=1'-0" ELECTR NITS NEW PANEL "A" 200 AF 200 AT 120/240V 3 WIRE 10 KA GROUND FLOOR CAL RISER DIAGRAM TOTAL LOAD CALCULATION PANEL "A" CONNECTED LOAD VA/SQ-FT VA EXISTIN GENERAL LIGHTING 3 1566 4698 NEW GENERAL LIGHTING 3 636 1908 EXTERIORR LIGHTS 1000 RANGE 9600 HOOD 400 DISHWASHER 1200 GARBAGE DISPOSAL 1400 REFRIGERATOR 1200 FREEZER 1200 SMALL APPLIANCE 3000 LAUNDRY RECEPTACLES 1500 MICROWAVE 1200 WASHER MACHINE 1500 DRYER 5000 SMOKE DETECTORS 1400 WATER HEATER 4500 EXTERIOR RECEPTACLES 960 GARAGE DOOR OPENER 200 LANDSCAPE LIGHTS 860 RECIRCULATION PUMP 400 TOTAL 41126 FIRST 10000 VA @ 100% 10000 REMAINDER VA @ 40% 1 12450 AHU ® 100% 14040 POOL PUMP 2880 POOL LIGHTS 400 TOTAL 39770 TOTAL DEMAND (KVA) 40 TOTAL DEMAND (AMPS) 166 BREAKER 200 AMPS NEUTRAL LOAD CALCULATION LIGHT WASHER & SMALL APPLIANCE 12506 3000 VA @ 100 % 3000 REST @ 35 % 3327 DRYER @ 70 % 3500 RANGE @ 70 % 6720 120 APPLIANCE 4660 NEUTRAL VA 21207 NEUTRAL AMPS 88 I DEMOLITION NOTES: ELECTRICAL NOTE: AT DEMOLITION STAGE ELECTRICAL CONTRACTOR WILL BE RESPONSIBLE FOR IDENTIFYING,TAGGING OUT ALL AFFECTED CIRCUITS PRIOR TO EMOLITION WORK BEGINNING.CONTRACTOR WILL ALSO BE REQUIRED TO REMOVE ALL UNUSED CONDUITS AND CONDUCTORS THAT WILL REMAIN PRIOR TO STAR OF NEW WORK. BATHROOM RECEPTACLE ON 20 AMP CKT AND G.F.I PROTECTED uri/m- A-34 PROPOSED I 2It4 if 1 9 i :,, TRICAL PLANk°''`wdd SCALE: 1 /4"=1 =�, o w, (P !ip /J 'o Allrvice Design E O U C Z N U U LL! r Q i � r d' LLI U m Co N Lo �m1 V Co O Co d Q UJ Co_ Q co CO Q UOLL:U REVISIONS: NO. DATE SCALE: AS SHOW LU G O 00 J > � _J M Q LL LU LL Lu` a z U L1/J ol. P 4 (n O Co F-I U) v' z N O o Q 1—I C~C G Q LU LU w I- O u 1=... z ui a Z a wF r , F- a_ G- U r:4 I J M W W < Cf) O O O Q C1 W >- W >-oz�� _J QOQ �z(>W W W W Z W a � CO > :2 N -10QLL N t-q Q-�m0 z =: -J Z W 00 Un < LL ~ > CT) = Q QQ N 00~cn - W W C� Ln 0 J U) — Q CO O Q_j Q Z (n Z �n �LLJ m(n�a Z (n (� Lv Q z _ W Of z 00o�� O LL0 Wo �z� D = =w0O:�w E-2 ••aN� s•N•! s • PLUMBING NOTES 1) ALL PLUMBING WORK SHALL BE PERFORMED IN ACCORDANCE W/ THE LATEST EDITION OF THE FBC,LOCAL ORDINANCES AND IN COMPLIANCE W/ THE FLORIDA ENERGY EFFICIENCY CODE FOR BLDG. CONSTRUCTION 2) CONTRACTOR TO VERIFY AT SITE LOCATION, ELEVATION AND SIZE OF ALL EXISTING MAIN, WATER AND SEWER FOR CONNECTION OF NEW SERVICE BEFORE INSTALLATION OF ANY PIPING OR SEPTIC TANK. 3) UNDERGROUND METAL PIPING SHALL BE PROTECTED W/ A COAT OF BITUMINOUS COMPOUND BEFORE COVERING BITUMMASTIC OR EQUAL. 4) PROVIDE SHUT-OFF AND VACUUM BREAKER TO ALL HOSE BIBBS AND FAUCETS W/ HOSE -END CONNECTION. 5) ALL FIXTURES SHALL BE PROTECTED AGAINST WATER HAMMER W/ AIR CHAMBER OR SHOCK ABSORBERS AS INDICATED ON PLAN 6) VENT LINES TO EXTEND 9" MIN. ABOVE ROOF AND FLASH W/ LEAD OR CONNECT TO EXISTING VENT SYSTEM 7) PROVIDE CONTROL VALVE TO ALL MAIN ENTERING THE BUILDING RISER, BRANCHES, GROUP OF FIXTURE, AND TO EACH PIECE OF EQUIPMENT 8) PLUMBING FIXTURE SHALL BE (AMERICAN STANDARD) OR APPROVE EQUAL, ALL FIXTURE TRIM SHALL BE CHROME PLATED, FIXTURE SHALL BE PROVIDED W/ SUPPORT HANGERS, ETC. 9) WASTE LINES TO SLOPE MIN. 1/4" PER FT. UNLESS OTHERWISE NOTED. 10) PROVIDE FULLY ACCESSIBLE CLEANOUTS ON SANITARY AND ANY WASTE PIPING, AT EVERY CHANGE OF DIRECTIONS, AND AT BOTTOM OF STACKS, CLEAN OUTS LOCATIONS AND SIZES ON HORIZONTAL LINES SHALL BE ACCORDING TO CODES 11) FEED ALL PLUMBING FIXTURES W/ TYPE "M" COPPER ABOVE GROUNG AND TYPE "L" COPPER BELOW GROUND. 12) ALL SANITARY WASTE TO BE PVC SCHEDULE 40. 13) CLEANOUTS SHALL BE PROVIDED AT THE BASE OF ALL STACKS AND ALL BLDG. DRAIN OUTSIDE THE BUILDING WALL. 14) NO SOLDERING JOINTS BELOW THE SLAB 15) ANTI SCALD PREVENTATIVE VALVES REQUIRED FOR ALL SHOWERS AS PER FBC 16) WATER HEATER AS PER FBC 17) 2" MIN. DRAIN UNDER SLAB AT MIN. 1/4" DROP. 18) ALL FLOOR DRAIN SHALL HAVE TRAP PRIMER TO PROTECT THE SEAL OF THE TRAP. 19) PROVIDE 1" RESEAL LINE FROM WATER SUPPLY TO EACH FLOOR DRAIN. 20) ALL PLUMBING PENETRATIONS IN FIRE RESISTANT RETED WALLS, PARTITIONS, FLOORS AND CEILINGS SHALL BE FIRE STOPPED W/APPROVEDFIRE STOP FOAM. TABLE 604.4 MAXIMUM FLOW RATES AND CONSUMPTION FOR PLUMBING FIXTURES,FIXTURE FITTINGS AND APPLIANCES PLUMBING FIXTURE OR PLUMBING FIXTURE OR FIXTURE FIXTURE FITTING, FITTING MAXIMUM FLOW RATE. LAVATORY 1.5 GPM AT 60 PSI FAUCET PRIVATE PUBLIC 0.25 GALLON PER METERING CYCLE (METERING) LAVATORY, PUBLIC 0.5 GPM AT 60 PSI (OTHER THAN METERING) SHOWER HEAD 1.5 GPM AT 80 PSI SINK FAUCET 1.5 GPM AT 60 PSI URINAL WATERLESS 0.5 GALLON PER FLUSHING CYCLE WATER CLOSET 1.28 GALLONS PER FLUSHING CYCLE DISHWASHER (RESIDENTIAL) 6.5 GALLONS PER CYCLE OR LESS LESS THAN 1.2 GALLONS PER RACK FOR FILL AND DUMP MACHINES AND DISHWASHER (COMMERCIAL) LESS THAN 0.9 GALLONS PER RACK FOR ALL OTHER TYPES OF MACHINES NOTE : THE MAXIMUM WATER CONSUMPTION FLOW RATES AND QUANTITIES FOR ALL PLUMBING FIXTURES, FIXTURE, FITTINGS AND APPLIANCES SHALL BE IN ACCORDANCE WITH TABLE 604.4 EFFECTIVE JANUARY 1, 2009 DEMOLITION NOTES: PLUMBING NOTE: AT DEMOLITION STAGE PLUMBING CONTRACTOR WILL BE RESPONSIBLE FOR CAP -OFF ALL PIPING OF WATER, AFFECTED PRIOR TO DEMOLITION WORK BEGINNING.CONTRACTOR WILL ALSO BE REQUIRED TO REMOVE ALL UNUSED PIPING AND FIXTURES. NOTES: 1.SANITARY LINES 2" & SMALLER SHALL SLOPE ® 1/4"/FT. 2.SANITARY LINES 3" & LARGER SHALL SLOPE ® 1/8"/FT 3.HOT & COLD WATER PIPE SHALL USE PLUMBING COPPER. 4.DRAINAGE & VENT SYSTEM SHALL USE PVC SCHEDULE 40 NOTE: ALL VTR SHALL BE OFF SET A MIN. OF 4'-0" FROM FIRE SEPARATION WALL. ALL SANITARY PIPE 2 1/2"0 OR SMALLER SHALL RUN ® 1/4" SLOPE PER L.FT. 3" AND LARGER (9 1/8" SLOPE PER LET. ALL TUB AND SHOWER SHALL BE ANTISCALDING VALVE © 110% (TYPICAL) SHOWER COMPLIANCE WITH FBC Plb 417.4. FIXTURE CLEARANCE COMPLIANCE WITH FBC PLB 405.3.1 FIXTURE COMPLIANCE WITH REFERENCED STANDARDS AS PER FBC PILE 406 THROUGH 421 NOTE: VERTICAL RISE OF VENT. EVERY DRY VENT SHALL RISE VERTICALLY TO A MINIMUM OF 6 INCHES (152 MM) ABOVE THE LOOD LEVEL RIM OF THE HIGHEST TRAP OR TRAPPED FIXTURE BEING VENTED. EXCEPTION: VENTS FOR INTERCEPTORS LOCATED OUTDOORS. COVER SECURED WITH SCREWS - THREADED C.O. PLUG ,FIN. 4"x16" CONC. PAD FLUSH w/FIN. GRADE EXTERIOR TYPE SLIP JOINT NSyMI STAINLESS SPELL COVER SCREWED TO THREADED C.O. PLUG TYPICAL CLEANOUT DETAIL N.T.S. WALL ON SITE SEWAGE SYSTEM CALCULATIONS: BASED ON FAC 64E-6 TOTAL ESTIMATED SEWAGE FLOW 801-1000 GPD 801-1000 GPD 1000 GALLONS REQUIRED. NEW 1000 GALLONS SEPTIC TANK PROPOSED, NEW 700 SF DRAINFIELD PROPOSED. THE CONTRACTOR WILL SUBMIT THE SHOP DRAWINGS FOR THE NEW SEPTIC TANK UNDER A DIFFERENT PERMIT /Service Design E O U N fZn -0 V U) U w ~O r 0 r d Lu V C� O m M Cy) ti O Cn LL] c)cl) CO M coco U_ *k J Q Q U® U REVISIONS: NO. DATE SCALE : AS SHOW uj G 0 00 > � CJ_ G ro co LL Lij LL Uj Z a zu LU (n o m F-1 Ln (f) z N � o Q LO f 1--1 0 Q Lu z z F 0 n W Lu S Z u uia az a.n.. M T O z U J w EL N w Z Q Z w Il El -1 �J L 0 z w Q (n W � >-oz>� i Q U Q � z d L LLJ W co >Z�� Q W J � J <C0m0 00 = J J = (nQwJH_ �r�=� U O 07 z ��L�w Ln U J n Ld o a J<cz(n jll� C° cn W O z L W 2: U a- Uz O O > = w (n Of =wow EL I—Qf0o(n P-1 ".e•• PLUMBING FIXTURE CONNECTION SCHEDULE NO. DESCRIPTION DRAIN WATER GAS REMARKS COLD HOT P-1 WATER CLOSET 4" 1/2" -- -- FLUSH TANK 1.28 GPF AS SELECTED BY OWNER P-2 BIDET 2" 1/2" 1/2" -- PROVIDE 1.0 GPM FAUCET AS SELECTED BY OWNER P-3 LAVATORY 1 1/4" 1/2" 1/2" -- PROVIDE 1.5 GPM FAUCET AS SELECTED BY OWNER P-4 SHOWER 2" 1/2" 1/2" -- PROVIDE 1.5 GPM SHOWER HEAD AS SELECTED BY OWNER P-5 TUB 2" 1/2" 1/2" -- PROVIDE 1.5 GPM TUB AS SELECTED BY OWNER P-6 KITCHEN SINK 1 1/2" 1/2` 1/2" -- PROVIDE 1,5 GPM FAUCET AS SELECTED BY OWNER P-7 DISHWASHER 1" -- 1/2" -- PROVIDE 6.5 GPC FAUCET AS SELECTED BY OWNER P-8 REFRIGERATOR -- -- -- -- SELECTED BY OWNER P-9 WASHER MACHINE 3" 1/2" 1/2" -- SELECTED BY OWNER ,......, REPLACE SHOWER DEMOLITION PLUMBING PLAN SCALE:1/4"=1'-0° SHOWER SCALE: 1 /4"=1'-O" t�p1b l9 F Eyµ¢Fi-�y Sett ""Y"if r•, �'" r._ •yam ' � Y /AIIIService Design E 0 c `Z V a) U) .0 W r CD C) r d' w M U cN co fQN M Mo�M ~ M O w N Lf� CD CO M co M Q b b u- REVISIONS: NO. DATE SCALE : AS SHOW w 5- 0 _ 00 J 0 M � � i M LL w LJL w z CD Q w � m O = z L O ® Q 0 0 Q w z z w W _W �- - _ z u az �_ uz J M O- O Q U WLLJ %- � L) � J L.� NQOQ �ZCDa- LLI �_ W W Z LLJ LLJ >�-Irk a � < w N N r7 J QJ�mO z7J�J= Lil 00 (/) Q w -J Q Q 00~C/-)� Z B�� Q (_0 O Q JQZ(n 0 7 p]000 W O Z W w o 000�� ILLr� = wMZoOf =wOQ�w P-2 gt PLUMBING FIXTURE CONI' NO. DESCRIPTION DRAIN WATER COLD HOT P-1 WATER CLOSET 4" 1/2" -- P-2 BIDET 2" 1/2" 1/2 P-3 LAVATORY 1 1/4' 1/2" 1/2 P-4 SHOWER 2" 1/2" 1/2 P-5 TUB 2" 1/2" 1/2 P-6 KITCHEN SINK 1 1/2" 1/2" 1/2 P-7 DISHWASHER 1" -- 1/2 P-8 REFRIGERATOR -- -- -- P-9 WASHER MACHINE 3" 1/2" 1/2 PLUMBING SYMBOL LEGEND SYMBOL DESCRIPTION SANITARY PIPE — — — — VENT DRAIN PIPE ---------- COLD WATER PIPE —HW— HOT WATER PIPE (110°) —� GATE VALVE HOSE BIBB VTR VENT THRU ROOF CO CLEAN OUT COOG CLEAN OUT ON GRADE AIR CHAMBER "P" TRAP HB HOSE BIBB V VENT co COLD WATER VALVE co HOT WATER VALVE DEMOLITION SANITARY PLAN SCALE: 1 /4"=1'-0" NEW 4 NEW 4 SANITARY LINE TO SEPTIC TANK, REFER TO SITE PLAN IN P-1 S All Service Design E 0 Za) c/) U W r C) 'ct Um mc%)NLo �1 VMOcoM ~ W 70 Lo CD CD co U (6 — o co c Q U 0 LL REVISIONS: N0. DATE SCALE : AS SHOW CW G O TZ 00 J Q m L.L Uj U_ W z. z U w oC U) m O 71, Ln U) z N O o Q H Q W z z Uj w o� �0 Lu 1 z .. W t a z Cif .O 1 J � � J M - LEI ((oM - 0 rJ 0) o Qu Wo Z >-- 0 J LLNQOQ `-' E E o 0— W W w z w 0 >��cr Q W CV i M N n ILL!Q O = J p J = Z �j 00 (n < LLJ H > =Q Q N 00' V ^ ~ -L LLI C7 Ln C) J (n — (fl O Q JQz(n W Z —mcn�0 U7 W 0Z--(/') W z CJOO�U O a- ZO> LL O rD = =W O�w ❑ 00 a- I— [)� c� O cn P-3 Ta l- PLAN REVIEW FINAL ..�� APPROVAL con WWI APPROVED MIAMFDADE COUNTY HEALTH DEPARTMENT PERMrr s-.j,�I2 L27 uo — tj DATE: M-Z/4-- ZO 17 nT1aVW`T0V ENVIK0NMCNTAL (Ac Ila- G34