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HomeMy WebLinkAbout1811-0383 SITE PLANFILE COPY ABBREVIATIONSDES aA�"161Vlealons rot 1t Rst�dll AB. ANC44M BOLT I.D. DUME DIAMETER ACT ACOUSTICAL CEILING TILE 24&A . INSULATION APP. ABOVE PROSHED FLOOR >Nt IIyTEIRIOR ASM AGGREGATE AL. AL lMD4M JAM JAMOR ALT. ALTERNATE JNT. Jow APPIQDX. APPROXIMATE JJ6�T. IV 1. �J018.t�� IC TCHEN BD. �w� BOARD BLDG BURDII`G LAB, LABORATORY MILK BLOCK LAM. LAMMTE MILK& PLOC104a LAV. LAVATORY EMI. BEAM LT. LIGHT SOT. BOTTOM BTWN. BETWEEN MAX. MAXIMUM BLIR BUILT UP ROOFING MEC1•L MECFIAlACAL BLL BOTH WAYS I BhIB MEMBR4NE C.J. CONTROL JT. MINIM. MANFAGTLNQER c4AL CEILZrICs Mj-L MANHOLE MAL 1,121IMAM CLKG. CAUL104 a MISC. MIBCELIA"OUB MR. CLEAR MO. METAL OPENIIdCs CMJL CONCRETE MA80NRY LW MTI-• METAL COL_ COW. COL" CONCRETE MLA- MULLMN CONS CON ECTM N NORTH Cl"M CONSTRUCTION NLC. NOT IN CONTRACT CONt C.T. CONT11141" CERAMIC TILE NO. NIMBER NOM. NOMINAL N.T.S. NOT TO SCALE DEG. DEGREE C WADTL DETAIL OG. ON CENTER P.P. OPO4 > 0 F'OUNTAlIN OD. OUTSIDE OL4METER DIAL. DIAGONAL. DLA DIAMETER OH OVEN DN. DOWN OMOPE14M OPP. OPPOSITE D8. DOUPISPOUT DWG. DRARM PCT. PRE -CAST E EAST PL PIeOPER1'Y LIM (E) E 46TM PLAIM. PLASTIC LAMINATE EA. EACH PL.A& "L Tg t:R -' EJ. EXPANSION JOW PLYIW. F'LYW i:3PB. EXTERIOR II�BLu.A EL_ EILEV. ELEVATION QT. GJAARRY TILE ELEC. ELEY. ELECTRICAL ELEVATION R. RI&ER EMER EMERGENCY R.D. ROOF DRAIN 011YA ENCLO& M RE: REFER TO - 52 BOAAI. REFR RNW. "TOR I1191111,4POR= EaaP. E.W. EGMEMINt EACH WAY Reap. REaglap ELLC. ELECTRIC WATER COOLER RM ROOM EXP. EXPANSION R.O. ROUGH OPID0112 0CL EXTEIRIOR 6 SOUTH FA. FIRE ALARM bG. SOLID COW PD. FLOOR DRAIN OCHER. 80E0UI.B FDG. FIRE DEPARTMENT CONNECTION awt. ®EGTION FDW. FOUNDATION OF. SGLIARE FOOT FE FIRE 81-IER a" It SHEET FEM FIRE EX 94151,26WER CABOW NK GVIILAR FP. row FLOOR area SPECegCGATION F.H,C, FIRE HOBS CABIIeT 6Q. ORO BadARE FIN. PHS14 6$. 6TAII,4LOO STEEL FL FLOW L a STAGG. STAGGEMIED FLR FLOOR STD. STANDARD FLUOR fi{UORESCENf STIFF 6TIFFE14111R FND. FOUNDATION M STEEL F.O.B. FACE OF BRICK 6TI%r. STRUCTURAL FAG. FACE OF CONCRETE 8U8P. SUSPENDED FJ& FULL 6lia: FT. FOOT OR FEET TR TREAD FM FOOTING T E B TOP AND BOTTOM PURR. PJRR M TER TERRAZZO T E G TONGUE 0 GROOVE GA. GAUGE THK THICK GALV. GALYIPQZED T/ TOP OF dwC GENERAL CONTRACTOR TYp TYPICAL GL. GLASS GR. GRADE LLOx L N M O'TWERIUCBE NOTED GYP: GYP&JM GYP: BD. GYP&IJ'9 BOARD VCr VNYL CGA"IPO0IION TILE VIER VERIFY HJS H08E BIBS VER'I VERTICAL ka HOLLOW CORE F11L^ HANDICAPPED LARDWOOD W WEBt HDUD. F WARDUTARIE W/ UA'TH WPM HM HOLLOW METAL Wa WATER CLOSET MR. HOUR W0. WOOD HT. HEIGHT WIO WIT140UT WAG HEAT94* VENTILATION AND AIR CONDITIONM (E CENTETRLn4E R PLATE ST. LUCIE COUNN e! jILDIN0 I 63 REVIEWED BYOR COMPLIgNIO � p DATE 4%4 PLANS AND PMA E KEPT ON JQB SITE OR NO INSPECTION(S) WILL BE MADE ALL MANUFACTURES LABLES SHOWING PRO��JECT NUMBER: 18�0205 U FACTORS AND SHGC COMPLIANCE WITH FBC ENERGY CODE MUST REMAIN ON ALL DOORS AND WINDOWS UNTIL INSPECTIONS ARE APPROVED PROJECT L ►w V4 �P CATION MAP SHEET INDEX 1 C-1 COVER SHEET/ SITE PLAN 2 1.1 FOUNDATION/ SLAB PLAN 3 2.1 FLOOR PLAN - REMODEL 4 3.1 ROOF/ FR MING PLAN 5 4.1 ELEVATIONS 6 4.2 ELEVATIONS 7 5.1 SECTIONS AND DETAILS 8 5.2 SECTIONS AND DETAILS 9 6.1 PLUMBING RISER AND DETAILS 10 7.1 AIR CONDITIONING PLAN AND DETAILS 11 8.1 ELECTRIC! PLAN AND SCHEDULES SITE PLAN THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED r FIELD INSPECTORS THAT MAYBE NEC{ SARY+P'::nncRTO COMPLY WITH ALL ArrLIC WLE CODi/, CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD. Aiunoo sionl }S ht� 03NNVDS FDOH in St. Lucie County Environmental Health Site Plan Approved for Construction Supersedes All Previous Site Plans for OSTDS # 17o7ti51 & Well #91-241/06 Date: 11 (9 Reviewer: SCALE = 1"=20'=O" # IREVISIONDATEI BY RICK BOYETTE CONSULTING INC. CoA #9707 RICHARD BOYETTE FL PE #42485 4031 COCONUT BLVD ROYAL PALM BCH., FL 33411 561-790-6766 DATE: x. 0 � CQ L o o : w d �: U h--I O � � 00 � � w ',..I ❑ M ,f", a c M G O � w o x WaF" He zo Q� UZ F� w cri o Q o Q 0 0 LL w (L U W F— w W U) O A v F— LL J W W w a W Z Q" w 1: W w a (n 0 N Z W �> > � J 0 Z M t'n (� SHEET s 1 OF 11 SHEETS # I REVI sL\1MIM:3'1 PROJECT DATA: SQUARE FOOTAGE: TOTAL A/C 2,358 SQ. FT. COVERED ENTRY 151 SQ. FT. GARAGE 635 SQ. FT. COVERED PATIO 1213 SQ. FT. TOTAL UNDER ROOF 3273 SQ. FT. DESIGN PARAMETERS: F.B.C. 2017 RESIDENTIAL ASCE 7-10 BASIC WIND SPEED 170 M BASIC WIND VELOCITY PRESSURE: 32J PSF WIND EXPOSURE CLASSIFICATION 'C' RISK CATEGORY 2 OCCUPANCY USE/ TYPE: SINGLE FAMILY DWELLING - R3 ATTACHED ADDITION CONSTRUCTION TYPE: IIIB # OF STORIES: I DESIGN AS: I. ENCLOSED X 2. PARTIALLY ENCLOSED 3. IF USED SUPPLY APPLICABLE INTERNAL PRESSURE COEFFICIENT +0.18/ -0.18 MEAN ROOF HEIGHT - 130 MAX. TOTAL ROOF LIVE LOAD - 30PSF TOTAL ROOF DEAD LOAD - 17 POP BOTTOM CHORD DEAD LOAD - 10 PSF MIN. SOIL BEARING PRESSURE - 2500 PSF CODES FOR REFERENCE 2017 FLORIDA BUILDING CODE RESIDENTIAL 2017 FLORIDA MECHANICAL 4 PLUMBING CODE 2014 NFPA (NEC) 2017 NFPA-72 CALL LOCAL AND STATE AMENDMENTS) GENERAL WALL LEGEND NEW 8" CMU WALL W/ FILLED CELL AT 48" OL. (24" OL. FOR 2 STORY) W/ 1-#5 FILLED SOLID. PROVIDE 2 LAYERS 5/8" STUCCO 4 PAINT (COLOR SELECTED BY OWNER INTERIOR TO RECEIVE I" FURRING STRIPS AT 16" OL. W/ R-42 FOIL BACKED INSULATION AND 1/2" DRYWALL FINISHED AND PAINTED 3 %" x 25 GAGE METAL STUDS INTERIOR WALL AT 16" OL. W/ 1/2" DRYWALL AT EACH SIDE, FINISHED AND PAINTED, COLOR BY OWNER GENERAL NOTES: I. ALL WORK SHALL COMPLY WITH 2O17 FLORIDA RESIDENTIAL BUILDING CODE AS ADOPTED BY THE LOCAL COUNTY AND AS APPLICABLE TO THE AREA IN WHICH THE BUILDING IS TO BE CONSTRICTED WITH ALL APPLICABLE AMENDMENTS. 2. VERIFY ALL DIMENSIONS AND EXISTING/ NEW CONDITIONS IN THE FIELD PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIES TO ENGINEER IN WRITING IMMEDIATELY PRIOR TO ANY WORK FOR REVISION AS REQUIRED. ENGINEER TAKES NO RESPONSIBILITY FOR CONTRACTORS OR SUB -CONTRACTORS NOT REPORTING DISCREPANCIES PRIOR TO CONSTRUCTION. (SEE FOUNDATION PLAN FOR ALL GENERAL FOUNDATION NOTESJ (SEE ROOF/ FRAMING PLAN FOR ALL GENERAL NOTES) (SEE PLUMBING PLAN FOR ALL GENERAL PLUMBING NOTES) (SEE AIR CONDITIONING PLAN FOR ALL GENERAL AIR CONDITIONING NOTES) (SEE ELECTRICAL PLAN FOR ALL GENERAL ELECTRICAL NOTES) 3. EXTERIOR WALLS TO BE NOMINAL S" MASONRY CONSTRUCTION w/ I"x2" P.T. FURRING STRIPS AT MAX 16oc. FOR CMU CONSTRUCTION 4. EXTERIOR WOOD WALLS TO BE NOMINAL 2x6 OR 2x8 P.T. WOOD FRAMING AT 16" O.C. 5. INTERIOR (NON -LOAD BEARING WALLS TO BE 3%" x 25 GA METAL STUDS AT 16" OL. UNLESS NOTED OTHERWISE. 6. ALL WOOD FRAMING IN CONTACT WITH CONCRETE SHALL BE SEPARATED WITH A MIN. 15# FELT OR BE PRESSURE TREATED WOOD (P.T.) 7. ALL CBS WALLS TO RECEIVE APPROVED R-42 (MIN-) INSULATION (PROVIDE R-5 IF UNDER 600 SF. ADDITION). WOOD WALLS TO RECEIVE R-11 (MIN.) BATT INSULATION AND ALL ATTIC SPACES TO RECEIVE R-30 (MIN.) BATT INSULATION FOR ALL CONDITIONED SPACES. CONTRACTOR TO VERIFY WITH ENERGY CODE CALLS. 8 . WINDOWS TO BE ALUMINUM FRAME PAT. (UNLESS NOTED OTHERWISE) WITH TINTED GLASS INSTALL PER MANUFACTURERS RECOMMENDED INSTALLATION INSTRUCTIONS AND ALL 9. CAULK AND SEAL ALL WINDOWS AND DOOR OPENINGS. SEAL JOINTS BETWEEN DISSIMILAR MATERIALS AS REQUIRED. 10. WET AREA WALLS (TUB AND SHOWER AREAS) TO HAVE 1/2" MR. DRYWALL OR EQUAL It. 15" 0 CARRIAGE BOLTS SHALL BE USED IN LIEU OF NAILS IN 'SIMPSON' POST CAPS 4 BASES. 12. CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE GOVERNING ENERGY CODE AND IF APPLICABLE, BUILD IN ACCORDANCE WITH ALL PROVISIONS OF THIS CODE 13. THE CONTRACTOR SHALL BE TOTALLY RESPONSIBLE FOR ALL MEANS AND METHODS OF CONSTRUCTION THE ENGINEER'S PERIODIC VISITS TO THE SITE SHALL NOT RELIEVE THE CONTRACTOR OF ANY RESPONSIBILITY AND HE/SHE ALONE SHALL BE HELD LIABLE FOR ANY AND ALL LITIGATION ARISING FROM INJURY. 14. ALL BIDDERS 814ALL VISIT THE BITE AND FAMILIARIZE THEMSELVES WITH EXISTING CONDITIONS AND SATISFY THEMSELVES AS TO THE EQUIPMENT OR MATERIALS REQUIRED, OR FOR DIFFICULTIES OF A BID WILL BE CONSTRUED AS EVIDENCE THAT SUCH AN EXAMINATION HAS BEEN MADE. LATER CLAIMS FOR LABOR, ENCOUNTERED WHICH COULD HAVE BEEN FORESEEN HAD SUCH AN EXAMINATION BEEN MADE, WILL NOT BE ALLOWED. 15. ALL WORK TO I'SE IN COMPLETE WORKING ORDER IN PLACE, AND READY FOR USE. I6. CONTRACTOR SHALL PROVIDE ENGINEER WITH SHOP DRAWINGS FOR ALL ITEMS THAT REQUIRE FABRICATION. 17. THE CONTRACTOR OR OWNER IS RESPONSIBLE FOR THE ADEQUATE BRACING OF ALL STRUCTURAL AND NONSTRUCTURAL COMPONENTS DURING CONSTRUCTION. 18. ALL DEBRIS/ TRASH TO BE REMOVED FROM JOB SITE AT CONTRACTORS EXPENSE. I% CONTRACTOR TO SUBMIT PRODUCT APPROVALS FOR - WINDOWS, DOORS, ROOF MATERIAL, CONC. LINTELS, SHUTTERS, ETC. TO ENGINEER FOR APPROVAL. DOOR SCHEDULE - # QUANTITY CODE TYPE M.O. SIZES NOTES N.O.A. # 1 1 30M SWING 68" X 96" FRENCH OR W/ SD LTS (I.R) FL-9856-R7 2 2 9080 O.HD. ioe X 96" GARAGE DOOR 16-0617.07 EXP. 9/8/21 3 1 10080 S.G.D. 120" X S6" SLIDING GLASS DR (I.R.) FL-153322 LUINDOW SCHEDULE - # QUANTITY CODE TYPE M.O. SIZES NOTES N.O.A. # A 13 29 S.H. 373i4" X 63" EGRESS AT BEDROOMS MR-) FL-152172 B I 24 S.W. 3Pi4" X 504(`" TEMP. OBSCURE (I.R.) FL-152172 C 3 H34 814. 2714" X 504b" TEMP. OBSCURE (I.R) FL-152172 D I 5040 FIXED 2714" X 9^" TEMP. OBSCURE (I.R) FL-152172 0 Saint Lucie County uflding Department Product Approval Submittal Affidavit Permit # Building drew: Contractor: Opening Schedule: Swing Doors, Overhead Doors, Sliding Doors, Fixed Glass, Windows 4 Skylights FL # or Miami -Dade Product Model # Manufacturer Glass Description Attache -rant Method Type, Size Spacing 4 Embedment Building Design Pressure Product Design Pressure FL-9856-R7 EXT, DOOR Series N THURMA-TRU FACT 14"4, X 2116" tapcon 4" oc. min. 11/4, embed. +36.1/ -473 450.0/ - 50.0 16-061707 O.H.O. Series 170 ovs*md Door n/a 34"4 X 234" tapoon 12" oc, min. ft" embed. +29.7/ - 33.1 +46.0/ - 52j0 FL-153322 SCsD. Series 770 MI IMPACT 4"0 X 216" to 4'or- min. Fi4" embed. +33.9/ -37.1 460.0/ -60.0 FL-152172 WINDOW SH-700 MI IMPACT 14 4 X 211,5" tapcorl 12" o c. min. ft" embed. +378/ -50.6 FL-152172 FIXED GLS FW-7&n2V/820 MI IMPACT 1400 X 21,5" to 12" or- min. P/4" embed. +378/ -50.6 4W.O/ -W.0 Product Model # Manufacturer Attadm-ment Method Type, Size Spacing, Embedment 4 Stiffener etc. Building Design Pressure Product Design Pressure Mullions Roof 5V CRIMP screwed to sheathing w/ Woodzac #10 x 1V2" Siding Soffit Hurricane Panels lees than 6' span Gauge of steel Hurricane Panels V span or more Gauge of steel I have reviewed the above components or cladding and I have approved their use In this structure. These products provide adequate resistance to the wind loads and forces specified by current code provisions. Name: Signature: Certification Number: Date: RICK BOYETTE CONSULTING INC. CoA #9707 RICHARD BOYETTE FL PE #42485 4031 COCONUT BLVD ROYAL PALM BCH., FL 3341 561-790-6766 DATE: 5 > : Uj O . O co J �'' • . Ij I-� O � O U q" 06 r OC ct tn rn c Q w � w o O o � o. Q O J LL W Cox) W o A � LL Z W U W Z W W Q a CO) Z W LLI F_ M O O w Ln J Z M LL SHEET 2*1 3 OF 11 SHEETS # IREVISION DATEI BY ATTIC VENTILATION CALCULATIONS: BUILDING UNDER ROOF SQ. FT. 3,326 SQ. FT. ATTIC VENTS REQUIREMENTS I OF VENTS/ 150 OF UNDER ROOF ATTIC VENTS REQUIRED 3,326 SW FT/ SO - 22.0 60 FT REQUIRED — t+ • — t+ I ATTIC VEN,`rS INSTALLED 21,5° CONTINUOUS VENT L.F. SOFFITS 240 LP. x 25" • 60 SQ FT VENTS SOFTITS REQUIRED 22 SQ FT I I I I I I I I I SOFFITS INSTALLED 60 SQ FT 8- 1081 PLF $- 1081 PLF U. 649 PLF U- 649 PLF T 3200# ©+O 3900# 2(J+�T I I I I I I I I I I I I I I ® I llllf III •__ — I� X -- I -- I I I I I I I I I I �� 28.'�I PLF T U• 22 PLF - - r 7- -_ —II I FE-. I I I I I I I i I I I I I I I I II I $- U.94+ —_I—�— --- I564PLF ( I ---L1— II II I II I I I I I I I I I I I I I I I I I I I I I I -- -I-i— 1 II I I I I I I 1 I I I 1 I I I I I I I I I I I I— I EN��IN I� D/MA�JUFAC �IJOOI— I D jRUSSE$ AT 24I' O I I I I I I II II I I I I I I I I I I I I I I I I I I I O IIL_ I I I 12x30� --- — (ATTIC I I I 6 --- - ACCE 2 + _ I_ I I I I I I I I I 1 1 I I I I I 1 I I I I I 7I II r l — _ I I I I I I I I I I I I I I I I I_ I I I I I I I I I I I I I I I I I I I II -- • I I I I I I I I I I I I 4900#Q4�1) 5900#(2) 7------------ --- r— B I I I 15- 700 PLF ®B• 705 PLF Imo- T --- — --- —T - — - - U• 423 PLF - — - - - - — - - U• 423 PLF s • -- I ID4 WDfyL yLL I — -- — U- 649 PLF STORAGE ATTIC — WOOD LEDGER (2) 2WO .T. ANCHOR TO TO CCN Q BEAM W/ I — ----- I----WOx8 >>E- " LONG RED HEAD 71rTS"6.1; (TYP. AT ALL I� LEDGE JD I I I O I I I I II II • II • • 2m7z L/z 2 7/LC/llZ; r: m �29" p l l 110 $• 500 PLF ROOF/ FRAMING/ LINTEL PLAN ALL LINTELS ARE SF24-O5/IT EXCEPT AS NOTED UPLIFTS NOT SHOWN ARE < 5000 LINTEL LOADS NOT SHOUIJ ARE < 300 PLF $EARNG/ UPLIFT �1„ )NS PEWS RETROFIT STRAP (FOR MISSED LOCATIONS) SIMPSON MTSMI6 - CAP 860# UPLIFT 235# R F2 NO SCALE A l.'7112E A (D (D 6N V 2 GABLE PLAN 2 O II 12 17 21 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. ■I Q A = 3 FT H < 60' NIP PLAN PLYWOOD SHEATHING NAILING SCHEDULE ROOF NAIL SIZE NAIL SPACING ,ZONE 1 RESSUIMS ad 4" AT EDGES, 6" AT INTERMEDIATE SUPPORTS ROOF ('I - 3%1 PSF ad 4" AT EDGES, 6" AT INTERMEDIATE SUPPORTS ROOF ® - 68.0 PSF ad 4" AT EDGES, 4" AT INTERMEDIATE SUPPORTS -FRO—OF O F © - 1006 PSF GENERAL ROOF NOTES: L TRUSS MAUFACTURER TO SPECIFY ALL TEMPORARY E PERMENANT TRUSS $RACING 2. OR LTA I W/02) 10d X 1L5" UPLIFT CAP 14200 LATERAL FI-4135# F2 1425# PA #1423 3. ATR - ALL THREAD ROD EPDXIED SOLID INTO CONCRETE 12" MIN. FOR 4b" MIN. FOR 314" 4 76" W/ SIMPSON "SET" EPDXY 4. PI PARALLEL TO TRUSS 5. F2 PERPENDICULAR TO TRUSS 6. TRUSS STRAPS NOT SPECIFIED ARE TO BE TYPE (D MASONRY ® WOOD 7. UPLIFT NOT SHOWN ARE <500# S. ALLOWABLE UPLIFT FOR DOUBLE 14ETAI6/HETALI6/LTAI STRAPS IS 2500# FOR 2 PLY (USE Ibd NAILS) TRUSSES 2035# FOR (I PLY) W/ 10d X Iut" (OR ADD 2x4 SPACER 12" LONG TO TRUSS - (8) 16d) S. ACTUAL LATERAL WEND LOADS FOR TRUSS CONNECTIONS ARE LESS THAN 2000 PERPENDICULAR/ PARALLEL T OWALL THE RATIO OF ACTUAL VS ALLOWABLE COMBINED UPLIFT AND PARALLEL/ PERPENDICULAR LATERAL < 10 10. ALLOWABLE UPLIFT OF EMBEDED STRAPS IS NOT BASED IS NOT $ABED ON ALLOWABLE STEEL STRESS 33% INCREASE 11, ALLOWABLE LOADS ARE PER 201E SIMPSON CATALOG SAFE UPLIFT LOADS FOR S" PRECAST & PRESTRESSED U-LINTELS rllnr SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8F8-IT 81`12-1T BF16-1T SF20-IT 81`24-1T BF28-IT BF32-IT W8-ZT 8F12-ZT W`16-7 8F20-2T 8F24-2f 8F28-2f 8F32-2T 2'-10` (34' PRECAST 1972 3173 4480 5747 70M 8321 2608 1972 3173 4460 5747 7034 8321 9608 3'-6- (427 PRECAST 1569 2524 3547 4569 5591 6613 7636 1569 2524 3547 4569 5591 6613 7636 4 -D (48 PRECAST 1363 2792 3079 3966 4853 5740 6627 1363 2192 3079 3966 4853 5740 0627 4'-6- (541 PRECAST 1207 1940 2724 350E 4292 SW 5861 1207 19Q 2724 3500 4292 5077 5861 5'-4- (64-) PRECAST 1D16 1632 2290 2949 3607 4265 4924 1016 1632 2290 2949 3607 4265 4924 5 -10" (701 PRECAST 909 1492 2093 2694 3295 3897 4498 929 1492 2093 2694 3295 3097 4498 6'-6- (78' PRECAST 835 1 1340 18Bo 2419 2959 3"0 4038 835 1340 1B80 2419 2959 308 4038 T-6- {90-) PRECAST 727 1021 1634 2102H2571 3039 350E 727 1166 1634 2102 3039 3508 9'-4- (112-) PRECAST 591 680 1133 1471 2152 2494 591 851 1326 1705 2463 2842 10'-6-(126') PRECAST 530 552 914 1185 1732 2007530 686 1183 1526 2204 2544 11'-4`(136°) PRECAST 474 485 7981 1034 i5t0404 599 1028 1422 2053 2369 12'-O'(144') PRECAST 470 441 723 936 1151 1366 1582 470 543 920 1349 ISO 1948 2247 13'-4`(160") PRECAST 418 373 606 753 962 1141 1321 428 455 770 1145 1444 1718 1993 14'-0`(168°) PRECAST 384 346 559 723 887 1 1052 1218 410 420 709 1D50 1434 169941j 1954 14'-B "(176) ° PRESTRESSED 239 323 519 671 823 976 1129 246 390 655 968 1324 N 1625(IIA 1874 15-4"(184°) PRESTRESSED 224 302 485 626 767 909 1052 230 364 BD9 897 1224 1s62 18Di 1 17'-4-(208') PRESTRESSED 187 255 404 520 637 7s4 67z 1 192 303 500 732 993 1268 1470 19'-4- (232') PRESTRESSED 162 222 347 Oil 0104 846 74611 166 261 424 616 831 1057 1225 21'-4-(256-) PRESTRESSED 142 193 306 1 39304 400 no 557 cid 654 142 23D 369 531 1 713 M 1046 22'-0' (264') PRESTRESSED 137 192 295 378000 1 629 137 221 354 508 Wl 861 997 24'-0-(288') PRESTRESSED 124 t75 267 341 416 no 491 566 124 1 200 1 316 450 IWI m 756 875 TYPE DESSf�JATION F • FILLED W/ 3000 PIT GROUT U UNFILLED rQIl41tTTY OF # 5 REBAR At BTM. OF LINTEL CAVITY SF16-IB/IT NOMINAL WIDTH) I L- QUANTITY of # 5 REBAR NOMINAL H£IGHT—I AT TOP # 5 REBAR AT TOP MIN. (1) REQUIRED. R4 CM.U. W d '.. GROUT T:'s: C # 5 RE$AR AT BTM. OF - LINTEL CAVITY SAFE LOAD TABLE FOR CAST-CRETE HIGH STRENGTH PRECAST @ PRESTRESSED U LINTELS W/ BOND BEAM VV� ��Ci=�tLSK�t=7" iS1.11ii-3'P.� mow !SZS7�'�rr�t1!�3cli6Tl=� �/�� t w �i!�1�:!.��2!G��►E:41i CONNECTOR SCHEDULE _(GENERAL) R C41"CTOPMEVICE WIN NE070R ALLOWABLE NAILS - CITY 1 SIZE PER �l LOAD VALUES C2#4EGTWN (load NAIL! FI p) IOd X 14 NAILS ARE IUD' LONG, FORTYP. OF CONNECTIONINBEAT UPLIFT I..AVRA6 LATERAL SDaF1EEER TR86. Iy�4gK6 � FLORIDA I # BOLTS - 6TfY 1 S= ( OF CONNECTORS)LAM popipp D to SEAM TO OEM PEIl CONNECTION TYPICAL TFAM TO MASONRY (80 TRL" I SIM191 N HEZA 12 16290 3400 725# 7 - I0d x W NAILS 12014732 LAYOUT F'OR UPLIFT) 2 SIMPSON NETA 16 1000 3400 720 9 - I0d x 14' NAILS FL0114732 3 SLMP& N WWA 20 2i980 340# SFlO 10 - IOd x Ily' NAILS Taw TSPLATE (EACH STRAP) FL01a473Z 4 B1MPOCW MST 3S660 —. _-- '4 . IO' ATR FL#I147W MIN w IS ll� 5 89'IP6ON DETAL 20 2480# 20000 19700 b - I0d x ly" NAILS FOR TRWSES RI-_'Y,1 2 STRAPS FL011473)0 IS - lid NAILS TO 6 86NP 1CN NTT 4 4200 --- STIID FL#11496 %'XIW ALL -THREAD I EPDXY IN C40NCMTE 7 5�D# Ib02068D6 145c9' 1 I PLY SWIPSON FGTR --- --- 2-1y'ke' Tr&l FLOIW32 9,400# 36-SDS 14W 4 2 PLY 4-4W TITEN b 16 - Vol EACH GIRDER CAP. - 10000 FL#IW66.4 6IMPSON NOT 2 10,980# LLV 2-10AW ATR TO C 0NCPRM EAGII I 4940# 16 We I4" x V 2 PLY MPL 9 SIMPSON VOT 2 71SS# 32 SD6 W x 3' 2 PI.Y MIL FL0I1470 3 SOW# 32 SD6 W x 3' 3 PLY 1131 SIMPSON LIST 2 21600 li- lid SINIM" GIRDER e2 PLY ) 7-14' x 2W" ?WENS WALL # FL 11470 II SIMPBON LIST 3-SD628 S2w# 12-14W' 6D6 GIRDER e3 PLY ) 4-4r" x S' TIT" HD WALL FL#8470 Q wl-WN VTCR 4 8D 09 x 24" WIWI 811PPORTWs TRUSS TO WOOD< TO 4,12 FTTC 4 335# S SO 09 x 24' SCREWD VALLEY TRUSS # FL YSS6l 4.12 TO G,G PITC 4 430# DOWNLOAD &SS# 13 S[MFV aI HYDA 11400 SSB# 2560 9 - I0d x IW NAILS RAFTER A'#IM°U6.T 9 - I0d x 1W HA71_6 PLATE 14 80 IPBON TB X W MALLS NAIL TT882222 12 Iµ5 - IR6d x iy' NAILS 6 60114SON MSTA 24 1610# — — 0-0205 I0dxlla' FL#IOS82 FL - FLOOR 9i W106ON LUS 26 2x6 116S# FL 06540 R' 10/0# 6-I0d NAILS CARRED F11-0100665 - ROOF 2x6 t*b# FL II00# RF 12NO 4-IOd NAILS CARRTINC4 R SNIPSON Hue 26 2x6 1165# FL 29500 W 11650 6-lid NAILS CA MED FL#kV66e 2x6 050# FL 3790# RF 407 22-16d NAILS CAR¢TINS IB WIPSON LUS 210 11650 FL M45# R" 1TW# NAILS FLOW688 4-Ilod NALS CARRYWA DED B BWP80N"210 3=00 FL 4M* PF 4450 30-lid NAILS O4RRTIWS FL#U066S WS-16d NAILS CARDED 20 SIMPSON PC PCa1700 9250 10700 id�LLS 4_1 POST FL#WmO NA 21 80 IPSON AM � 22000 FL 96560 IdP y„16d POST R#I0643 4! EMBED RICK BOYETTE CONSULTING INC. CoA #9707 RICHARD BOYETTE FL PE #42486 4031 COCONUT BLVD ROYAL PALM BCH., FL 33411 661-790-6766 DATE: N c O � Q � U Q CO U � .E U � ^ oC � N-- It O a O x Qo U- O U. W z V J W 0. A uI 0 O z LL Z W W Z W LL a F-:) p Lc) � 0 z ✓" M Ui LL SHEET 3*1 4 OF 11 SHEETS r' FILLED CELLS AT JAMB (Tyre ) .: Ix4 P.T. WOOD CEMENTIOUS ' �: BLOCKING ALL , FINISH (3) SIDES d . . .. 4 WOOD TRIM CORNER BEAD (TYP) BRICK MOULD 2xS P.T. WOOD BUCK ANCHORED TO MASONRY W/ 1/4" DIA. TAPCONS AT DOOR 3" FROM END AND 6" O.C. (PER SCHED) STAGGERED PROVIDE A MIN CONC, EMBEDMENT OF 1 3/4 ANCHOR DOOR JAMB TO BUCK W/#10 FLATHEAD NON CORR. WD. SCREWS 2" LG. AT EACH HINGE. SEE PRODUCT APPROVAL. 1/ 4.1 EXT. DOOR HEAD JAMB NO SCALE NO SCALE 5/8" DRYWALL DOOR PT ��$SET WOOD 51-OCKING 5 8 �PRIISCEWS FINISHED WOOD AT 18" O/C PERIMETER CAULKING FLOOR COVERING o $0 0 ° CONC. FLOOR SLAB PERIMETER CAULKING STUCCO FINISH 51 BELO� WOOD TRIM 2/ 4.1 EXT. DOOR SILL JAMB 3/ 4.1 POCKET DR a4 �..•. CEMENTIOUS a FINISH . ° FILLED CELLS AT JAMB I X 4 P.T. WD. BLOCKING CORNER BEAD (TYP) ,:: ALL (4) SIDES CONT. CONT. SEALANT RNER BEAD IMPACT RESISTANT I X 3 P.T. ALUMINUM FRAME WOOD IMPACT RESISTANT BLOCKING CONT.SEALANT GLAZING BRIM SPACE ANCHOR WINDOW TO BUCK W/ I/4" DIA TAPCON x 2 3/4' AT ALL PRE DRILLED LOCATIONS SPACING NOT TO EXCEED 18" O.C. EMBED 1 1/4" INTO CONC. OR MASONRY. SEE PRODUCT APPROVALS FOR REQUIREMENTS. 4/ 4.1 TYF. WINDOW JAMB DETAIL NO SCALE A-.4 e FILLED CELLS '.a AT JAMB (TYP.) 4 a ,. 4: REDHEAD PER CEMENTIOUS 4. DATA '. FINISH a. 4 A.. SEALANT WOOD DOOR TRIM (P.T.) 2x6 F.T. WOOD JAMB PLATE ANCHORED TO MASONRY W/ 1/2" RD REDHEAD WEDGE ANCHORS fo" L.G. MIN. EMBED. 3 1/2" AT 24" INTO GONG. FIRST ANC -!OR 6" ABOVE FIN. FLR. GARAGE DOOR TO BE ATTACHED PER PRODUCT AFFROVAL—/eej� 5/ 4.1 GARAGE DOOR BUCK DETAIL NO SCALE joIO'-0" AFF. TOP OF BEAM 8'-0" AFF. TOP OF BEAM $10-0" FINISHED FLOOR T ELEVATION COMPONENT AND CLADDING PRESSURE ZONES PER TABLE R3012(2) 2017 FBC MS. 4 PARAGRAPH R301.7.1.7 CORNER DISTANCE, A. 4 FEET IN ALL CASES w�i ra rt® rn�° v .lax ` \, ® �® G WALLS INTERIOR ZONE (3 ID.RIZIND AREA lown a& IA UP TO 2 +37B/ -41.0 NN 20-50a.f. +36.1/ -3S3 51-100e.f, +33.9/ -371 *aaKKK 100 + &A +32.1/ -353 EXTERIOR ZONE I.p. AREA GARAGE DOORS UP TO 2 +37B/ -50.6 I.D. � uen a(MPHT) - �COrto MP1+ M 20-50o.f. +36.1/ -473 9' x 7' +31.0/ -35J C 51-I00a.f. +33-S/ -42.7 gg 16' x 7' +29.7/ - 33J tD 100 + o.f. Ium, +32.1/ -3g 3 PERDI.E TARa012(4) 2017 MO REB. tAeLE Ra Ra01 ' RBOW FM R9012(4) PARA R301211 1/4'.I'-m" # �REVISIONDATE I BY 1 12-04-2018 RICK BOYETTE CONSULTING INC. CoA #9707 RICHARD BOYETTE FL PE #42486 4031 COCONUT BLVD ROYAL PALM BCH., FL 33411 661-790-6766 DATE: �•. O m u� c0 fY: F CJ o'.- 'd �. �: ) u U I —I � O O � � U q" 06 Oo p , r rl obu w U m ^ c� LO N c Ln U L) Q wcz O � o w' r~ o z� Q� �;t U� Q Q 0 O J LL 0 Lu W W Lu Pei a W J W SHEET 4ol 5 OF 11 SHEETS 0-m" FINISHED FLOOR —4 4— t COMPONENT AND CLADDING PRESSURE ZONES PER TA5LE R301](2) 2017 F5C RES. @ PARAGRAPH R301.717 CORNER DISTANCE, A• 4 FEET IN ALL CASES ��i7)o�hlPti�i e INTERIOR ZONE I.D. AREA ET) M IA UP TO z +37s/ -4L0 I5 +36J/ -3%3 I` 20-50e.f. \ I® ® \ Pic IG 51-100e.f. +33.9/ -37J +321/ -353 ExTERIOR ZONE I.D.WALLS AREA Er) ec. GARAGE DOORS EA UP TO 2 +378/ -50A I.P. 8D1 ?j-3 RmCMFa.I � 20-50e.f. +36J/ -473 ® 9' x 7' +3I2J/ -35J EG 51-100e.f. +33.9/ -42.7 ® 16' x 7' +2%7/ - 33.1 ED wo + eA. +32.1/ -39b PER TABLE ROOD(? . R9g319, 1t)' OIN4) PER R9®13l4) 9017 RHC RE9. TABLE t M MM2f4) PARA R901I17 SOUTH ELEVATION NORTH ELEVATION B'-0" AFF. TOP OF BEAM NEW STUCCO E PAINT IA IA 1/4".1'-&' 1/4"-1'-0' NEW STUCCO E PAINT —\ 12 \ I6 U I —I O a � U q` o0 oc � � w � U � �, cd IP, bbo Cat. u o p d U V M -- un U U 7 m Q w w � � w O � o w MO T(= U zCA o Q 0 O J L. w U W ALu LL W J Lu a z Lu w a 0 _ o ywz Lu - F- a <> > c _ W J LZLJ o cn W SHEET 4*2 5 OF 11 SHEETS ■ # I REVISION DA 12-04-2018 2x4 BOTTOM CHORD BRACING (TYP) — R-30 BATT INSUL. ELEV. T.O. TIE BEAM sl0'-0" AFF. 1/2" DRYWALL 5/8" IN GARAGE VW BOND BEAM W- 1#5 CAST CRETE LINTEL OVER OPENEINGS SEE SCHEDULE #50 VERT. AT ALL COLM. GROUTED SOLID IN CELL AT 48" O.C. AND AT ALL CORNERS AND EACH SIDE OF ALL OPENINGS - ! SEE FOUND. PLAN ) ka" DRYWALL ON P.T. Ix2 FURRING STRIPS AT 24"ot w/R-42 INSUL.— #50 w/STD. W HOOK w/MIN.6" IMBED INTO FTG. w/MIN. 30" LAP TO VERT. #50 AT ALL COLM. GROUT SOLID C SEE FOUND. PLAN ) 4" CONC. SLAB ( SEE FOUND. PLAN ) ELEV. FINISH FLOOR 2 / 5.1 (1) #3 TYPICAL WALL SECTION ROOF MATERIAL - 5V CRIMP METAL ROOF AON W# HOT MOPPED ON LAPPED 30# FELT TIN TAGGED TO MIN. IW2" CDX SHEATHING ANCHORED w/Sd RING SHANK AT 4"oc. AT EDGES AND 6" O.C. IN FIELD ON PRE-ENGRD WOOD TRUSSES AT 24"o o. 12 6 GALV. MTL. ANCHOR STRAP AT EACH TRUSS. SEE CONNECTOR SCHEDULE FOR MORE STRAP INFO. 2'-0" O.H. M RM n•' I I I TYPICAL MASONRY FILLED CELL DETAIL D WIRE MESH 2- #5 CONT. MBAR SEE FOOTING SC-ED. GALV. MTL. DRIP EDGE ON P.T. Ix2 ON P.T. Ix8 FASCIA 7'k229" ALUM. SCREEN VENT AT 8'-0"o0. PROIVDE SINGLE LAYER OF 3A RIB LATH AT SOFFITS 1 1/2" RECESS WATER STOP PRECAST WINDOW SILL 2-COAT STUCCO ON 8"x8"x16" C.M.U. III" BLOCK RECESS SLOPE GRADE GRADUALLY TO 10 FEET FROM BLDG. SEE FOUNDATION PLAN FOR FOOTING INFO. 3/4" =1'-0" 6 / 5.1 CONCRETE BLOCK WAL GROUT -FILLED CELLS - I 3000 PSI (TYPICAL) COLUMN STI (SEE PLAN. 4 1/2" x 4 1/2" GUT MASONRY INSPECTION 4 CLEAN -OUT HOLE (T-47 BLOCKS) DOWELS TO MATCH VERT. 3/4" = I'-m" 3/ 5.1 1 STEP DOWN FOOTING AT GARAGE � 4/ 5.1 3/4 = I'-O" I 7/ 5.1 12 A41 REINFORCEMENT LENGTH, FT. 170 MPH TIE DOWN SPACING e 12 10 8 12 6 14 4 4 'tee 44 ,• a .a.. < ° ..4 d4 . ., 4 .4 i.. a e+ 4a 4 d 4 .. 4. :. a d.." .4Y I.d'. < 4 4 4. . d. • aa. j a d d a a a d. a d CLEAN OUT REQUIRED FOR L— GROUT LIFT IE6' UNLESS FOOTING DOWEL IS NOT REQUIREID TYPICAL GABLE END WALL SECTION FOUNDATION AT ONE STORY BLDG. OR BOND BEAM AT SECOND STORY 3/4" = I' -oil nm OF FOOTER FOR i NOTE: THE INSTALLATION OF GLAZING PROTECTION DEVICES HAS BEEN CONSIDERED IN THE DESIGN OF THE SUPPORT STRUCTURE TYPICAL WINDOW OPENING IN CMU WALL 3/4" =1'-O" 8/ 5.1 10/ 5.1 BULLNOSE TILE- 2X4 P.T. BLOCKING - (VERIFY WIDTH W/ TILE INSTALLATION) 1/2" DUROCK- WATERPROOF MEMBRANE - CERAMIC TILE_ GROUT MORTAR BED 2"X2"XI6GA. REINF. SLOPE TO D�RXN U UD IGK TILE WATERPROOF MEMBRANE —CERAMIC TILE ORTAR BED r--M SLOPE TO DRAIN 2"X2"XI6GA. REINF. WALL SECTION AT SHOWER T'rfmICAL SHOWER DETAILS 3/4 1'-0" SHOWER EDGE AT CURB WATERPROOF MEMBRANE — CERAMIC TILE GROUT MORTAR BED 2"X2"X*G;A. REINF. SLOPE�O DRA-_INN II/ 5.1 AS REQID VERIFY W/ TILE INSTALLATION - -- -,--_j AT CENTER OF SHOWER SHOWER EDGE AT FLOOR 'Q 3/4" =1'-O" 3/4' 3/4" =1'-0" RICK BOYETTE CONSULTING INC. COA #9707 RICHARD BOYETTE FL PE #42485 4031 COCONUT BLVD ROYAL PALM BCH., FL 33411 661-790-6766 DATE: U H-1 t'b ❑❑ q O ^ O V U Ca oc oc �N U C r ip 2 N ocoo r U N 0 m Cc3 U 4� v C x 00 Q O H� al� zo Z Uz 3 po �� Q coo O ¢ p Q Q cl R O J LL V♦ J tV 1� W W a 0 A 0 p u- J Z LLI w a Q. z c/J w Z cn W zw O 2 J d W W z �: M cn SHEET 5*1 7 OF 11 SHEETS # REVISION DATE BY PRE-ENGb. WD. TRUSSES AT 24" O.C. STRAP EA. TRUSS TO TOP PLATES W/ SIMPSON 1-110 2"x 4" BRIDGING RICK BOYETTE CONSULTING INC. R-30 INSULATION CoA #9707 �L RICHARD BOYETTE FL PE #42486 1/2" DRYWALL 4031 COCONUT BLVD ROYAL PALM BCH., FL 33411 1/1 GYP. BD. (2) 2x6 9PF #2 TOP PLATES be 4" TOP PLATE 661-790-6766 STRAP EA STUD W/ SIMPSON SPH4 DATE: 2-16 d AT ea. TRUSS. 1/2" GYP. ED. 2xb SPF #2 STUDS AT IS" oz. MID BRACING - STAGGERED I%2" DRYWALL NOTE: ° oa : �� •. USE 2x6 MATERIAL 2x6 P.T. BOTTOM 4 Q = o W 2"x 4" WOOD STUDS = K IN LIEU OF 2x4 FASTENED TO SLAB W/ RED : a '• �j r AT 24" O.C. : S MATERIAL WHERE HEAD WEDGE ANCHORS WO-5970 •. co cy REQUIRED W/ SIMPSON SPW (5/0'4 x 7" LONG) W/ 3"x3"xl/4" AT TOP B 80T70M STL. WASHERS AT 24!'O.C. O ' fl ,. 2" MIN. STRAP EA STUD TO PLATE W/ SIMPSON SPH6 J 2"x 4" P.T. PLATE HILTI I In" PIN a v _ AT 12" O.G. MAX. v v 4 c I I --I w IS"x16" INT. BRIG. FTC. O q o0 W/ (3) #54 CONT. 00 8 c ALTERNATIVE: ALTERNATIVES o 3%" x 25 GAGE METAL STUDS IN LIEU 3W x 25 GAG METAL STUDS IN LIEU �••; C7 OF 2x4 WOOD STUDS OF 2x4 WOOD STUDStz �y r I/ 5.2 GARAGE SEPARATION WALL 3/4" =1'-m" 2/ 5.2 NON-5EARINIG INTERIOR WALL 3/4" = C-m" Q Q o U ~ U W o <r TYPICAL TRUSS w c 12 MIN' LAP MINIMUM R-11 INSULATION TYPICAL u O TIE -BEAM REI GARAGE CEILING o~ 00 Q ✓~ PRE-ENGINEEREDFr-, 44 a o ROOF TRUSSES AT 24" O.G. ¢ FUMING p cn f� CL4 Q 1/8" CHAP AT PANEL ONE HOUR FIRE RATED CEILING ASSEMBLY EDGES PER mr. TABLE 37-C #42. 1'k4" S.Y.P #2 CONTINUOUS ALL AROUND CDX PLYWOOD nE_5EAM FEINF. ACCESS OPENING. x8 PANELS I/2 PLYWOOD OVER 5/9' (MAX. 24" SPAN) ACCESS PANELD _ PROVIDE (3) VERT. REINF. SOLID Q CELLS (TYP-) AT INTERSECTION Q (M1N,-I#5 EA.) OR AS SCI-IEDULED ATTIC ACCESS OPENING APPROXIMATELY 22 1/2"x30", 4-SQFT. MINIMUM. 0 J IL 5/ 5.2 BOND BEAM - PLAN VIEW NO SCALE �o/ 5.2 ATTIC ACCESS DETAIL PROVIDE 2"x4" 5LOCKING AT ALL PLYWOOD SEAMS. �Q DISTANCE 4' FROM EN NAIL SEAMS W/ 106 RING W LLJ SHANK AT 4 O.G. EA. A w SIDE OF SEAM. p 00 J Z 2 x W. FASCIA Q W/ (2) 16d EA. TRUSS Z w co 8d RING SHANK NAILS', AT 6 O.C. w 0 Z AT PANEL EDGE AND N W z w O_ INTERMEDIATE SUPPO T 4" O.G. I/4" SPAGE AT a F DIAPHRAGM 5OUNDA;IES AND PANEL EDGES J V W ENDS (DISTANCE '6 FROM END) z c i c U) SHEET 5*2 5/5.2 ROOF 5HEAT INCH DETAIL NO SCALE 8 OF 11 SHEETS # (REVISION DATEI BY PROVIDE TEST TEE WITH SCREWED COUNTER- SUNK ABS PLASTIC PLUG: TAPERED -THREAD WITH TFE JOINT COMPOUND. — WHERE CLEANOUT TEE IS CONCEALED IN A CHASE OR PARTITION, PROVIDE A ROUND IS GAUGE STAINLESS STEEL COVER WITH BEVELED EDGES AND FLATHEAD MACHINE SCREW. CONCRETE FLOOR COLUMN OR PARTITION AS SHOWN ON FLOOR PLAN I i CLEANOUT FACE SHALL BE WITHIN 4" OF WALL J SURFACE. PROVIDE PIPE EXTENSION IF REQUIRED. r , I I I I I I I I a a i NOTE: PROVIDE WCO WHERE SHOWN ON PLAN, AND ON SANITARY WASTE BRANCHES NOT SERVED WITH A FLOOR CLEANOUT: LOCATE ABOVE FIXTURE FLOOD RIM WITHIN 4' OF FLOOR. CONSULT LOCAL CODES FOR OTHER WCO REQUIREMENTS TYPICAL LALL CLEAN OUT No. 53 C.L VALVE BOX AND LID S NO SCALE FINISHED GRADE OR (ASPHALT PAVEMENT) W I 61, P.V.C. RISER ill I Nam: WHEN MAIN SEWER I8 LARGER THAN 8", APPROPRIATE SIZE 6"x3m' P.VC. OF POLYVINYL ADAPTER JOINT VERT. SEND / SEALED SHALL BE USED. � I I I I TO LAY SEWER P.V.C. W1'E J P.V.C. SEWER LATERAL TYPICAL CLEAN OUT AT GRADE I NO SCALE SHOWER HAT AT U 45HING MACHINE PIPING DETAIL I NO SCALE 211 TUB 211 2° 3' VTRf / l / LAv wC0 1 311 wC 311 4" GO AT GRADE CONT. TO CITY SEWER 13 SINK I wco 11/2" S.V. pli 2" 31, 3 VTR I � I \ WASHER SINK w/ CO AT 48" A.Q.F. wco , 11 311 2 LAY wco 3„ i 211 we PLUMBING RISER NOT O E 31, I `.� 311 VTR LAV \ \ JIL wco +� LAY 2" wco JIwCO 211/ �/ //�\.. 211 I 311 SHOWER U H c � U q" CIO ou bJJ rn T / b U E �J •rl U � t'' Aof w x U Q� U� U� Q Ln O ti p; W Z � a O A NCI U LLJ U. w W J a Z �I ul w 0_ W Z LLI Zw 1 Z li M � 0. SHEET 6ol 9 OF 11 SHEETS # IREVISIONDATEI BY AIR CONDITIONING ELAN NOTEd THERE CAN BE NO OVERI4ANG OR OBSTRUciIOJ(S)To a AIR FLOW DIRECTLY ABOVE CONDENSING UNIT. i 1 . 18" MIN. CU-1 6" MIN. 6", 3000 PSI, CONCRETE PAD 4" X 2" X 3/16" STEEL CLIP WITH 3-#12 SELF TAPPING TEK SCREWS INTO THE UNIT AND 14"f x 2/2" TAP CON INTO CONC PAD. 2 CLIF PER EACH SIDE SLAB TO EXTEND A MINIMUM OF 6" BEYOND UNIT ON ALL SIDES. MINIMUM 6" ABOVE GRADE 6X6 WIlF CONDENSING UNIT MOUNTING DETAIL I NO SCALE LEGEND NOTE: THIS IS A SCHEMATIC DRAWINCs, A/C CONTRACTOR TO PROVIDE SHOP DRAWINGS. ® CEILING DIFFUSER SEE DRAWING FOR DIMENSIONS, NECK SIZE, LOCATION AND DIRECTION(S) OF AIR FLOW. ® KITCHEN EXHAUST FAN. SEE DRAWING FOR LOCATION AND EXHAUST LOCATION 50cfm TYPICAL UNLESS INDICATED DIFFERENTLY ON PLAN. ® CEILING RETURN AIR GRILLE. SEE DRAWING FOR DIMENSIONS, NECK SIZE AND LOCATION. CEILING AIR TRANSFER GRILLE. SEE DRAWING FOR DIMENSIONS, NECK SIZE AND LOCATION. A OTHERMOSTAT. SEE DRAWING FOR LOCATION. A55REVIATIONS VTR VENT TO ROOF AHU AIR HANDLING UNIT VTW VENT 1*0 WALL EXF EXHAUST FAN VTR1 VENT TO ROOF JACK CFM CUBIC FEET PER MINUTE S1L. SIDE WALL GRILLE AT 6" BELOW CLG. KW KILOWATTS CU CONDENSING UNIT FLA FULL LOAD AMPS T.A. TRANSFER AIR GRILLE RA RETURN AIR GRILLE GENERAL HVAC NOTES: I. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE 2017 FLORIDA MECHANICAL BUILDING CODE AND ALL LOCAL CODES AND ORDINANCES IN A FIRST CLASS MANNER AND ACCEPTED BY THE ENGINEER UPON COMPLETION OF THE JOB. 2. CONTRACTOR SHALL COORDINATE THE WORK WITH ALL OTHER TRADES TO AVOID ANY INTERFERENCE WITH OTHER WORK. 3. CONTRACTOR SHALL COORDINATE AND PAY (VIA THE BID) FOR ALL REQUIRED PERMITS, TESTS, INSURANCE (LIABILITY AND PROPERTY), AND INSPECTIONS. 4. DRAWINGS ARE DIAGRAMMATIC IN NATURE, SHOWING THE WORK TO BE COMPLETED. THEY ARE INTENDED TO SHOW A COMPLETE WORKING SYSTEM. ITEMS REASONABLY INFERRED AS NECESSARY TO PROVIDE A COMPLETE AND FUNCTIONING SYSTEM SHALL BE PROVIDED WHETHER SPECIFICALLY SHOWN OR NOT. ANY DISCREPANCIES OR OMISSIONS IN THESE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER IN WRITING BEFORE THE BID OR THEY WILL BE CONSIDERED PART OF THE BID. 5. CONTRACTOR IS RESPONSIBLE FOR ALL CUTTING AND PATCHING REQUIRED FOR THE COMPLETION OF HIS WORK. 6. ALL MATERIALS SHALL BE NEW AND SEAR UNDERWRITERS LABELS WHERE APPLICABLE. 7. THE CONTRACTOR SHALL SUPPLY AND INSTALL ALL NEW WORK INDICATED ON THE DRAM43h. IF A PROBLEM OR OMISSION I8 ENCOUNTERED IN FOLLOWING THE DRAWINGS THE CONTRACTOR SHALL NOTIFY THE ENGINEER AS SOON AS POSSIBLE IN WRITING AND CEASE WORK ON THAT PORTION OF THE WORK UNTIL THE ENGINEER HAS GIVEN NEW DIRECTIONS. S. THE CONTRACTOR SHALL VISIT THE JOB SITE AND FAMILIARIZE HIM/HER SELF WITH ALL CONDITIONS INVOLVING H.VA.C. SYSTEMS AND MAKE PROVISIONS TO THE COST OF THE BID. ALL EXISTING MECHANICAL EQUIPMENT (WHETHER SHOWN ON DRAWINGS OR NOT) TO BE VERIFIED AS EXISTING AND USABLE BY THE CONTRACTOR 9. LOCATION OF ANY MECHANICAL EQUIPMENT NOT DIMENSIONED ON THE DRAWINGS CANNOT BE SCALED FROM THE MECHANICAL DRAWINGS BUT MUST BE CONFIRMED BY THE OWNER (OR OWNERS REPRESENTATIVE) OR THE ENGINEER DRAWINGS. 10. CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FREE FROM DEFECTS FOR A PERIOD OF ONE YEAR FROM THE TIME OF OCCUPANCY. ANY DEFECTS SHALL BE CORRECTED INCLUDING ANY DAMAGE TO OTHER DIVISIONS OF CONSTRUCTION WITHOUT ANY ADDITIONAL CHARGE TO THE OWNER II. COORDINATE INSTALLATION OF CONDENSATE SYSTEM WITH PLUMBING CONTRACTOR CONDENSATE SYSTEM SHALL INCLUDE A FLOAT SWITCH AND A 2" DEEP EMERGENCY PAN UNDER AIR HANDLERS. CONDENSATE TO TERMINATE AT DRY WELLS (I2" DIA X 24" DEEP MIN.). OR I'-0" MINIMUM FROM EXTERIOR WALL AND SLOPE AWAY FROM EXTERIOR WALL. 12. ALL BENDS GREATER THAN 45 DEGREES SHALL HAVE TURNING VANES. ALL EXHAUST DUCTWORK TO BE SHEETMETAL. 13. CONTRACTOR SHALL PROVIDE TEST AND BALANCE REPORT 14. ALL GRILLES SHALL BE FULLY ADJUSTABLE ALUMINUM GRILLES WHITE ESP FINISH, METALAIR= OR APPROVED EQUAL. 15. PROVIDE A PROGRAMMABLE THERMOSTAT FOR EACH AIR HANDLING UNIT. UNIT WALL NOT HAVE ANY VISIBLE NAMEPLATES. 16. ALL NEW EQUIPMENT TRANE OR EQUAL 17. VERIFY ALL DUCT SIZE, INSULATION, WITH ENERGY CODES AND ENERGY CALCS SUPPLIED. 18. HOLD ALL WALL MOUNTED DIFFUSERS 10" BELOW INTERSECTION OF WALL/ CEILING. IS. EXHAUST FANS IN BATHROOMS (IF USED) SHALL BE RATED AT I CFM/SF OF VENTILATED FLOOR AREA. 20. ALL FAN VENTING AND ROOF PENETRATIONS SHALL BE BY MECHANICAL CONTRACTOR —FLEX INSULATED DUCT CEILING STRUCTU SUPPLY AIR DUCT. SEE FLOOR PLAN FOR SIZE. TO BE MECHANICALLY ATTACHED TO AHU FBCR-M 1601J.4.I.6 ALTERNATE DUCT DUCT LOCATION (SEE PLAN FOR SIZE) DRAWBAND (TYP) AIR HANDLING UNIT I" INSULATED RETURN AIR DUCT. + AHU BUILT-IN DISCONNECT PLENUM' SOUND SEE FLOOR PLAN FOR SIZE. 1 REFRIGERANT LINES CONDENSATE DRAIN W/ I" S.V. TRAP INSTALL OVERFLOW PROTECTION FLOAT SUllTC 4 PER FBCR-M 14113J Lp SEE A/C PLAN FOR LINE TERMINATION LAY -IN CEIL'G EGG CRATE PROVmE OVER ROW PF40TECTWN DEVICE ON CONDENSATE SECONDARY DRAIN OVMWLM COMEGT=N NEOPRENE VIBRATION PAD ~ ~ ANGLE IRON FRAME SUPPORT FL RETURN AIR PLENUM SOX CONTRACTOR TO LEAVE A 4" PERIMETER AROUND THE AHU AND ABOVE THE UNIT PER CODE AHU DETAIL NO SCALE TRANSFER AIR DUCT DETAIL (CEILING) FNO SCALE EXHAUST FAN SCHEDULE AREA TIP T.S.P. MAX. MOTOR DATA CONTROLLED REMARKS MARK SERVED SPEED GFM IN Urs SONES BY I NOTES HP RPM V/0MZ EF-I BROAN TOILET ROOMS - 50 SO" 1/I2 1,140 I 120/1/60 I SWITCH I NOTES 12 #1688 AT TOILET RM NOTES: A/C CONTRACTOR TO FIELD VERIFY ALL NOTES BELOW AND REQUIREMENTS ARE PER CODE I. R'MS INDICATED ARE APPROXIMATE. ADJUST FAN DRIVES TO ACHIEVE AIRFLOWS SPECIFIED. 2. MAINTAIN A MINIMUM CLEARANCE OF 10-0" FROM ALL INTAKE AIR FANS AND ALL ROOF TOP UNITS OUTSIDE AIR INTAKE OPENINGS. A/C SYSTEM - ZONE I MANUFACTURER - TRANE OR EQUAL COND - 47TR603051 A/C SYSTEM - ZONE 2 MANUFACTURER - TRANE OR EQUAL COND - 4TTR603013I SEER - 12D EER 16 SEER SEER - 13.0 EER 16 SEER SENSIBLE - 1-3,320 Stuh SENSIBLE - FB,740 Btuh LATENT - 82W Btuh LATENT - 8460 Btuh TOTAL - 27600 Btuh TOTAL - 28200 Btuh KW - 10 KW - 10 COPPER SIZE - 1/4" + 46" DRAIN SIZE - 34" PVC CONDENSATE TO TERMINATE AT 12" MIN. OFF EXTERIOR WALL 6" ABOVE GRADE 2 - BATH VENTS VENTILATION BY 402.I I - DRYER VENT I - RANGE VENT U M--I ou 0� O t^- � .D `}' bA o r an w m �V W O u o C Ua M w � w O w � O 117 Q� ji Ujr u� C Q V, J 0 0 U. Lvl i SHEET 7*1 10 OF 11 SHEETS # IREVISION DATEI BY 0 GFI M. BEDRM WIRE FOR (� FAN W/ LT \=C \ -� 1 w� A/C #I WH AHU WP/GFI IRRIGATION PUMP 200A W PANEL GFI 101 WIG N MM F2 X 5,� (DOWN LADI ACCESS W/ GARAGE GFI OHD GFI I I I I I I I I I I I I I I I I ELECTRIC PLAN 1/4"•I'-0" WP/GFI W/ GFI COVERED PATIO TO MS BEDRM 2 LIGHTS I11P/CFI WIRE FOR \ r FAN W/ LT GFI ]e I I AT R O U.C. 418iH/ DISP DAV I I I _J , 36" REF 11 WALL GFI GFI Il/ Foy R le , -W, Q • M7 DEN d� WIRE FOR FAN W/ LT 4 OFFICE A W/�LT WP/GFI COVERED ENTRY WP/GFI TO MS LIGHTS POOL PUMP WP/GFI A/C #2 TAMPER RESISTANT RECEPTAGLES PER NEC, 406.12 � FBC RE4002.14 ARE REQUIRED IN DWELLING UNITS IN ALL AREAS AS SPECIFIED IN 2014 NEC 210.52, ALL 125V, 15 ff 20 AMP RECEPTACLES LOAD CALCULATIONS AREA UNDER A/C 6451 sgfk General Load; General lighting VA ea 19,353 va 1 Range 8000 8,000 1 Microwave) 1500 1,500' 1 Disposal 700 700' 1 Refrigerator 1200 1,200 1 Irrigation pump 2500 2,500 1 Pool pump 2500 2,500 1 Washer 1500 1,500 1 Over Head Door 460 400 1 Dishwasher 1200 1,200 1 Dryer 5000 5,000 2 small appliance circui 1500 3,000 1 Water Heater 4500 4,500 Sub total General Load 51,353 First 10,000 @ 100% 10,000 Balance @ 40% 16,541 Total General Load 26,541 VA A/C load @ 100% Cooling Heating #1 _ 10,000 Total A/Toad % 100% 10,000 Total load 26,541 + 10,000,36,541 AMPS 152: ELECTRICAL SYMBOLS }� V.V DUPLEX RECEPTACLE AT IS" AFA (t IF KTTCN 6N" POLE V TELEPHONE OUTLET AT D" AFF. , , \ / ia-WiT C0%MO1 p AF! DUPLEX RECEPTACLE AM FAULT NTERR)PTE Q 3 SU¢TCN THREE WAY TELEp,I OUTLET FLUSH IN FLOOR / \ \ /„P w-FLIT VAPOR PIROC+F (IJ) DUPLEX RCCEPTACLE AT HAKE 4 81wTCH FOUR WAY C'TIle . INTERNET, CABLE MODEM AT D' AFA \ \ / RECKWO WILL UTA"R 11 C l�j1jYJ DUPLEX RECEPTACLE AT V ABV. CCMARER $ l?R OUTCN RFEOSTA7 O WEAKER IN � �D ,}{pan uv DUPLEX RECEPTACLE CWVD ND FAULT Sw rrCN DOSMOKErdt ER ^ '`J FMID IwRED SMOKE ALA Vr LKiR J� UJ DUPLEX RECEPTACLE TOP REC. SWTCFIBD �,�{{ry. TK SLLIrcm KEYED ® HARD WRED DETECTOR/ ALARMD uALL SCONCE , vulva UIP DUPLEX RECEPTACLE WATERPROOF Q Dw— wrew DISIX7MCCr O HVAC TNERMOSTAr TRACK LIGHT �UC DUPLEX RECEPTACLE UNDER COUNTER ® SECURITY KEYPAD i H THERMOSTAT/ MJ11DISTAT FLUOIiEAI,�7dT LIGHT FIXTURE 16 AT 0" LEX RECEPT. 1AT IbAPP. o P1 QARAW DOOR CONTROL PAD (I FOR EA DOOR) ® EXI-L"T FAN PIER MOwdrED LV+Hr FDfTURE W DEDICATED4�pCd CIRCUIT MOV ewc44SENSLIGHT DOOR E%N4UDT FAN EhERSENCY LIGHTB 0 DOOROUTLEOPEPER FOR aiARASE DOOR -MDR, R BELL DOOR PADDLE FAN W/ OR W/O LIGFrr C7 y� _ lXJ SECuRITr, FLOOD LIGHTS M ® DIRECT UJED R MOTOR p Q WTER00M AT 60' AFA MS MOTION 804WR LIGHTS ® 22e V. RECEPTACLE AT 24 AFT. INTERCOM BASE STATION JVCAVDESCENT LIGHT GL$, MONIED CHANDLER O FLUOR PI FLOOR ' E I®}[J �yj 6MAT25VLMU1'r="J2 PENDANT LIGHT PBREAKER ® O SOX cFwm Box I. Y LIGHT FIXTURE PANEL BOARD SCHEDULE Bus Amp Load Description Pale Trip # # Trip Pole Load Description Bus Amp A/C #1 #10, 3/4" 2 30 1 2 60 2 AHU #1 (10KW HS) #6, 3/4" 10000 - - - 3 4 1 - - - A/G 02 #10, 344' 2 30 5 6 60 2 AHU #2 (104<W HS) #6, 3/4" 10,000 - - 7 8 - - - 4500 WATER HEATER #I0, %'1 2 30 S 10 30 2 DRYER #10, 3/4" 5000 _ - 11 12 - - - 5000 COOKTOP W/ HOOD #10, 3/4" 2 130 13 114 20 1 WASHER #12, 16" 1500 - - I - 15 16 120 1 LAUNDRY RM (GFV #12, 4y" 1500 SMALL APPLIANCE (GFI) #12, 4y" I 20 17 IS 20 1 BEDROOM #2 (AFCI) #12, IAJ" 1500 SMALL APPLIANCE (GFI) #12, iIt" 1 20 19 20 1200 DISHWASHER (GFI) #12, V2" 1 20 21 22 20 1 MASTER BDRM (AFCV #12, V2" 700 DISPOSAL (GFV #12, I/2" 1 20 23 24 20 1 MASTER BATH (CFI) #12, V/2" 1200 REFRIGERATOR #12, I/2" 1 20 25 1 126 20 1 BATH #2 (GFU #12, I/2" 2500 FUTURE POOL PUMP #10, 3/4" 1 30 27 1 28 20 1 OFFICE (AFCI) #12, -y" 2500 IRRIGATION PUMP #10, 3/4" 1 30 29 30120 1 V2 BATH (GFI) #12, 4y" EXT. LIGHTING #12, it" 1 20 31 32 20 1 GARAGE (CFI) #12, it" GREAT RM (AFCV #12, W' 1 20 33 34 20 I GARAGE OHD #12, it" DINING RN (AFCI) #12, V2" 1 20 35 36 20 1 EXT. RECEP. (WP/ GFI) #12, V2" DEN (AFCI) #12, V/2" 1 20 37 38 30 2 WALL OVEN #10, 3/4" 5000 SPARE #12, I/2" I 20 39 1 40 - - - SPACE 141 1 142 120 1 I 1 SPARE RATED VOLTAGE: ❑ 120/208 ■ 12mRIF ❑ 277/400 I PHASE 3 WIRE POLES: ❑ 12 ❑ 20 ❑ 30 ■ 42 RATED AMPS❑ 100 ❑ 150 ■ 200 ❑ 225 ❑ 400 MOUNT: ❑ SURFACE E FLUSH FULL NEUTRAL BUS 0 GROUND BUS ❑ ❑ BOLT -IN TYPE ■ PLUG-IN TYPE TEED IS TO BE: ❑ BOTTOM ■ TOP ■ MAIN LUG ONLY ❑ MAIN CIRCUIT 51;MNGER AMPS All breakers must be rated to interrupt a short circuit ISC of 10000 amps symmetrical (Series rated with main) GENERAL ELECTRICAL NOTES: I. ALL WORK SHALL BE DONE IN ACCORDANCE WITH BOTH LOCAL AND 2014 NATIONAL ELECTRICAL CODES. 2. ELECTRICAL CONTRACTOR SHALL VERIFY ELECTRICAL PLAN , RISER DIAGRAM, AND LOADS, AND NOTIFY THE GENERAL CONTRACTOR OF ANY ERRORS OR DISCREPANCIES PRIOR TO INSTALLATION. 3. ALL EQUIPMENT INSTALLED OUTSIDE OR EXPOSED TO WEATHER SHALL BE NEMA TYPE 3R. 4. MINIMUM WIRE SITE SHALL BE # 12 COPPER. 5. ALL CONDUCTORS ARE TO BE COPPER TYPE THHN, UNLESS OTHERWISE NOTED. 6. CONNECT GROUNDING ELECTRODE CONDUCTOR TO 5/8"# x 8' GROUND ROD AND NEAREST COPPER WATER LINE (COLD). 7. ALL 120Y. I PHASE 20A. BATHROOM, GARAGE, AND EXTERIOR RECEPTACLES, SHALL HAVE GROUND FAULT INTERRUPTER (W.I.) PROTECTION WITH EXTERIOR RECEPTACLES OF THE WATERPROOF TYPE. ELECTRICAL CONTRACTOR MAY INSTALL INDIVIDUAL (GFI-) IN LIEU OF (CFI.) BREAKER WITH SEPARATE CIRCUIT. 8. SWITCHES SHALL BE OF STANDARD GRADE OF SILENT TYPE 48" AFF. 5. RECEPTACLES SHALL BE 15A. AND 12OV. OF THE GROUND TYPE 16" AFF. UNLESS OTHERWISE SPECIFIED. 10. THE ELECTRICAL CONTRACTOR IS TO SITE MOST BRANCH CIRCUITS& A MAXIMUM VOLTAGE DROP OF 3% IS PERMITTED. IL THE ELECTRICAL CONTRACTOR IS TO ARRANGE FOR TELEPHONE SERVICE AND TELEPHONE WIRING. COORDINATE WITH THE TELEPHONE COMPANY UNLESS OTHERWISE SPECIFIED. 12. BRANCH CIRCUITS SHALL BE IN THIN WALL CONDUIT OR APPROVED EQUAL 13. SMOKE ALARMS SHALL BE DIRECT WIRED 12OV. UL. 217 APPROVED TYPE WITH AUDIBLE ALARM INSTALLED IN ACCORDANCE WITH MANU- FACTURER'S RECOMMENDATIONS AND LISTING. 14, ALL MECHANICAL EQUIPMENT SHALL BE PROTECTED BY OVERCURRENT DEVICES OF THR TYPE AND RATING PER MANUFACTURER NAMEPLATE SPECIFICATIONS. 15, THE ELECTRICAL CONTRACTOR IS TO COORDINATE WITH OTHER TRADES TO MAKE CERTAIN THAT ALL AIR-CONDITIONING POWER AND CONTROL WIRING AND CONDUITS ARE IN THE BID. 16. ELECTRICAL CONTRACTOR IS TO COORDINATE ALL SERVICE REQUIR- MENTS WITH THE POWER COMPANY BEFORE BIDDING TO BE CERTAIN THAT ALL WORK NECESSARY TO MEET POWER COMPANY SPECIFICATIONS IS IN THE BID. 17. PROVIDE PRE -WIRED T.V. OUTLETS HDMI AND CATS (FOR CABLE OR ANTENNA IN ATTIC, OR SATELLITE) AS SHOWN PER CONTRACT. IS. ELECTRIC FIXTURES/TRIM AND APPLIANCES SHALL BE I.I.L. APPROVED AS PER CONTRACT. 19. PROVIDE NON -FUSIBLE GENERAL DUTY SAFETY SWITCHES AT A/C EQUIPMENT, AND AT PUMPS NOT VISIBLE FROM CIRCUIT BREAKER AND AS PER MANUFACTURERS RECOMMENDATIONS. 20. OUTDOOR LANDSCAPE LIGHTING AND JUNCTION BOXES TO BE COORDINATED WITH LANDSCAPE CONSULTANT/COMPANY. (VERIFY W/ OWNER) 21. STEREO PRE -WIRE, "AKERS, UNIT, ETC. TO BE COORDINATED WITH AUDIOVISUAL CONSULTANT/COMPANY. (VERIFY lW OWNER) 22. ROUTE CONCRETE AS REQUIRED FOR FLOOR OUTLETS VERIFY DEPTHS W/ STRUCTURAL ENGINEER BEFORE COMMENCING (IF REQUIRED). 23. PROVIDE A NEW COMPLETE TYPEWRITTEN DIRECTORY FOR EACH PANEL. 24. DIMMERS TO BE SINGLE POLED WITH PRESET DIMMER. 25. ALL RECEPTACLE, SWITCHES, TV, PHONE, ETC. LOCATIONS ARE SUBJECT TO CHANGE IN FIELD DUE TO CODE ISSUES. ELECTRICAL CONTRACTOR MW FOLLOW ALL CITY, COUNTY, STATE, AND NATIONAL CODES OVER DESIGNED DRAWINGS. AS GUILTS CAN BE SUPPLIED IF REQUIRED. DRAWINGS SUGGEST LAYOUT ACCORDING TO CODE AND TO BE APPROVED BY GOVERNING ST. LUCIE DURING THE PERMITTING PROCESS. 26. ALL RECEPTACLES TO BE 6'-0" OZ. FROM ALL OPENINGS, AND 12'-0' OC. FROM RECPT. TO RECEPT, ALL RECEPT. 2' OC. AT KITCHEN COUNTER 21. ELECTRICAL CONTRACTOR SHALL VERIFY ENGINEERS ELECTRICAL LAYOUT AND CALCS. PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIES IN WRITING ELECTRICAL RISER DIAGRAM 200A PANEL ELECTRIC TVSS PROTECTION: EFI MODEL OSW 120/240 METER O 2" PVC CONDUIT W/ 3-#2/0 THHN CU E 1-#6 GRD. NOTE: 200A MAIN DISC. TO BE SUPPLIED W/ 10,000 AIC. RATING 2" PVC CONDUIT W/ JNDERGROUND 3-#2/0 THHN CU W CE BY #4 THWN CU. G.EC. CONNECTED TO THE BLDG. STEEL AND EMENDED TO 5/8" X 6 COPPER GIRD ROD. 5/8" X 10 GRD ROD CONNECT TO BLDG. STEEL W/ FOOTER CLIP E METALLIC COLD WATER PIPE -1!11 jI Fco V/ LLJ O Z w o Z � W AW Z LL W ^J^ W 1.� W W C� ~ W w a V z c_5 W J c~n W SHEET 8*1 11 OF 11 SHEETS t