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HomeMy WebLinkAbout3972 Trump Pl24-0" 24'-0" 24-0" 24'-0" 24'-0" 24'-0" LJ L__J L__J L__J L__J L__J L__J I 120 I � � I STRUCTURAL NOTES GOVERNING CODES: THIS DESIGN IS BASED ON THE FOLLOWING CODES: A. FLORIDA BUILDING CODE, SEVENTH EDITION (2020). B. BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE ACI 318 (2014 EDITION). C. SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDING, ASD DESIGN METHOD.. D. STRUCTURAL WELDING CODE D1.1-D1.1M-2010. DESIGN LOADS: A. WIND LOAD BASED ON USING THE ASCE 7-16 "MINIMUM DESIGN LOADS AND ASSOCIATED CRITERIA FOR BUILDINGS AND OTHER STRUCTURES" METHODS OF CALCULATION FOR WIND PRESSURES AND THE FOLLOWING FACTORS: 1. MEAN ROOF HEIGHT OF 18'-0" 2. WIND SPEED OF 138 (VULT), 107 MPH (ASD LEVEL) NOMINAL. 3. EXPOSURE CATEGORY 'B'. 4. RISK CATEGORY II. 5. INTERNAL PRESSURE COEFFICIENT OF +/- 0.0 ("OPEN" BUILDING). B. ROOF LIVE LOAD OF 20 PSF WITH ALLOWABLE LOAD REDUCTIONS BASED ON AREA AS OUTLINED IN THE FLORIDA BUILDING CODE. C. ROOF DEAD LOAD PER METAL BUILDING MANUFACTURER. D. ROOF COLLATERAL LOAD OF 1.0 PSF. E. ALLOWABLE SOIL BEARING OF 2,000 PSF. SHOP DRAWINGS: A. WHEN SHOP DRAWINGS OR SUBMITTALS ARE REQUIRED (1) ELECTRONIC COPY (COMBINED PDF FORMAT) SHALL BE SUBMITTED ALONG WITH A TRANSMITTAL. GC SHALL REVIEW SUBMITTALS FOR SUBCONTRACTOR COORDINATION ITEMS PRIOR TO OUR REVIEW. CONTRACTOR SHALL ALLOW FOR (10) TEN BUSINESS DAYS FOR SHOP DRAWING AND SUBMITTAL REVIEW. THE FOLLOWING SHOP DRAWINGS AND/OR SUBMITTALS ARE REQUIRED: 1. CONCRETE MIX DESIGN SUBMITTALS OF ALL CONCRETE USED IN STRUCTURAL APPLICATIONS CLEARLY IDENTIFYING THEIR INTENDED USE (I.E. "SLAB -ON -GRADE"). 2. FIELD DENSITY TESTING REPORTS. 3. CONCRETE MIX DESIGN TEST REPORTS. 4. CONCRETE REINFORCING LAYOUT SHOP DRAWINGS. 5. PRE-ENGINEERED METAL BUILDING ERECTION DRAWINGS. DRAWINGS AND SPECIFICATIONS: A. DO NOT SCALE THESE DRAWINGS FOR DIMENSIONS NOT GIVEN. VERIFY ALL FIELD CONDITIONS AND CONFIRM COLUMN LOCATIONS IN RESPECT TO BUILDING WALL ALIGNMENT PRIOR TO THE START OF WORK. B. THESE DRAWINGS ARE TO BE USED IN COMBINATION WITH THE ARCHITECTURAL, MECHANICAL, PLUMBING, ELECTRICAL, AND CIVIL DRAWINGS. REFER TO THESE OTHER DRAWINGS FOR DETAILS THAT RELATE TO STRUCTURAL COMPONENTS. C, THESE CONSTRUCTION DOCUMENTS HAVE BEEN PREPARED FROM THE MOST COMPLETE INFORMATION AVAILABLE TO THE ENGINEER. ALL DATA ON EXISTING CONSTRUCTION CONDITIONS ARE APPROXIMATE & SHALL BE VERIFIED PRIOR TO COMMENCING WORK. D. THE CONTRACTOR SHALL COMPLY WITH THE MANUFACTURER'S INSTRUCTIONS & RECOMMENDATIONS TO THE EXTENT -PRINTED INFORMATION ARE MORE DETAILED OR STRINGENT THAN THE REQUIREMENTS CONTAINED IN THE PLANS. E. THE PLANS SHOW THE LOCATION OF ALL FIXTURES & EQUIPMENT & ARE INTENDED TO CONVEY THE GENERAL INTENT OF THE WORK IN SCOPE & LAYOUT. THEY ARE NOT INTENDED TO SHOW IN MINUTE DETAIL ALL OF THE ACCESSORIES INTENDED FOR THE PURPOSE OF EXECUTION OF THE WORK, BUT IT IS UNDERSTOOD THAT SUCH DETAILS ARE PART OF THIS WORK. F. THE CONTRACTOR SHALL PERFORM NO PORTION OF THE WORK AT ANY TIME WITHOUT CONTRACT DOCUMENTS OR, WHERE REQUIRED, APPROVED SHOP DRAWINGS, PRODUCT DATA OR SUPPLEMENTAL DETAILS FOR SUCH PORTION OF THE WORK. G. THE CONTRACTOR IS RESPONSIBLE FOR MEANS AND METHODS OF CONSTRUCTION TO ENSURE THE SAFETY OF THE BUILDING UNTIL THE STRUCTURAL SYSTEM IS COMPLETED. THE STRUCTURAL SYSTEM IS UNSTABLE UNTIL ALL CONNECTIONS HAVE BEEN MADE AND ALL CONCRETE HAS REACHED THE MINIMUM DESIGN STRENGTH AS SPECIFIED IN THESE DRAWINGS. H. THE CONTRACTOR SHALL NOTIFY THIS OFFICE WHEN THE STRUCTURAL SYSTEM IS SUBSTANTIALLY COMPLETED AND BEFORE SHEATHING, CEILINGS OR ROOFING IS INSTALLED. CONCRETE: A. CONCRETE STRENGTH REQUIREMENT: 3000 PSI (FOUNDATIONS) B. MAXIMUM SLUMP: 4" (+/- 1") FOR ALL CONCRETE, EXCEPT USE 8"-11" FOR FILLING CELLS IN BLOCK. FLY ASH, IF USED, SHALL NOT EXCEED 20% BY WEIGHT OF TOTAL CEMENTITIOUS CONTENT. SLUMP LIMITS SHALL BE STRICTLY ADHERED TO. C. READY MIX DESIGN: 1. TYPE I OR III PORTLAND CEMENT PER ASTM C150 (FLY ASH, IF USED, SHALL NOT EXCEED 20% BY WEIGHT OF TOTAL CEMENTITIOUS CONTENT). THE READY -MIX SHALL USE ONLY ONE BRAND OF CEMENT THROUGHOUT PROJECT. 2. WATER -CEMENT RATIO (BY WEIGHT) OF 0.52 MAX FOR 4,000 PSI MIXES AND 0.57 FOR 3,000 PSI MIXES. WATER SHALL BE POTABLE AND CLEAN CONFORMING TO ASTM C 94. D. THE CONCRETE SHALL CONTAIN THE MAXIMUM SIZE AGGREGATE PERMITTED BY ACI CODE UP TO 3/4" MAXIMUM. THE GUIDELINES FOR MAXIMUM AGGREGATE SIZE ARE NOT GREATER THAN 1/5 THE NARROWEST OPENING IN THE FORMS, AND/OR 1/3 THE DEPTH OF THE SLAB. E. SMALL ROCK MIXES ARE NOT PERMITTED FOR SLAB -ON -GRADE AND TILT WALL PANEL APPLICATIONS. WHEN USED IN ACI BLENDED MIX, SMALL ROCK IS PERMITTED BUT SHALL NOT EXCEED 20% BY WEIGHT OF TOTAL COURSE AGGREGATE CONTENT. F. CONCRETE FORMWORK: CONCRETE FORMWORK SHALL BE IN A CLEAN CONDITION FOR USE AS FINISHED SURFACE FORMS. FORMS SHALL NOT BE REMOVED UNTIL THE CONCRETE IS OF SUFFICIENT STRENGTH TO SUPPORT ITS OWN WEIGHT AND PROPOSED CONSTRUCTION LOADS. G. CONCRETE MUST BE BATCHED, MIXED, AND TRANSPORTED IN ACCORDANCE WITH THE SPECIFICATIONS FOR READY -MIXED CONCRETE ASTM C94. CONCRETE SHALL BE PLACED WITH -IN 90 MINUTES OF BATCH TIME. H. THE CONCRETE SUPPLIER SHALL PROVIDE MIX DESIGNS OF ALL CONCRETE USED IN STRUCTURAL APPLICATIONS CLEARLY IDENTIFYING THEIR INTENDED USE (I.E. "SLAB -ON -GRADE"). I. WHEN POURING AGAINST EARTH, THE EMBANKMENT SHALL BE WETTED FIRST AND ALL POURS ON DIRECT SUN DAYS WILL BE MISTED AT LEAST TWICE FOLLOWING INITIAL SET. ISOLATION JOINTS SHALL BE PROVIDED AT ALL COLUMNS AND EXPANSION FELT AT THE PERIMETER OF THE SLAB. J. FINISH ON THE SURFACE OF FLOOR SHALL BE MACHINED TROWELED FOLLOWED BY HAND FINISHING AS REQUIRED. K. CURING OF CONCRETE SHALL BE IN ACCORDANCE WITH ACI 318. oL TOP OF PAVING EL VARIES L--- 2 CONCRETE REINFORCEMENT: A. REINFORCING STEEL BARS SHALL BE GRADE 60 (60 KSI ASTM A615) STEEL AND TIED WITH DRAWN STEEL WIRE. B. PLACEMENT OF REINFORCING STEEL SHALL BE AS SHOWN ON PLANS AND PER THE "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES", ACI 315 MANUAL ON PLACING STEEL REINFORCING. C. PROVIDE MINIMUM LAP SPLICE OF 48 BAR DIAMETERS, BUT NOT LESS THAN 18 INCHES, FOR ALL REINFORCING BARS, UNLESS NOTED OTHERWISE. STAGGER SPLICES IN ADJACENT BARS AT LEAST 24 INCHES, EXCEPT IN STRIP FOOTINGS, MASONRY TIE BEAMS (TOP OF WALL) AND AS OTHERWISE NOTED. D. PROVIDE A MINIMUM LENGTH OF 16 BAR DIAMETERS OF STANDARD HOOK WALL REINFORCEMENT INTO FOOTING OR SLAB, UNLESS NOTED OTHERWISE. LENGTH OF STANDARD HOOK SHALL BE 12 BAR DIAMETERS. E. IN WALL FOOTINGS, GRADE BEAMS AND BOND BEAMS, PROVIDE BENT BARS AT CORNERS AND INTERSECTIONS OF THE SAME NUMBER AND SIZE AS THE STRAIGHT BARS. FOUNDATIONS: A. MAXIMUM SOIL BEARING PRESSURE USED FOR DESIGN .... ...2,000 PSF. B. NOTIFY ENGINEER IF FOOTING EXCAVATION REVEALS UNSUITABLE OR UNSTABLE SOILS, OR MATERIALS OR CONDITIONS NOT ANTICIPATED IN THE AREA. C. CONCRETE PLACEMENT SHALL OCCUR IMMEDIATELY AFTER FOOTING EXCAVATION & PLACEMENT OF REINFORCING STEEL. ANY FREESTANDING WATER SHALL BE PUMPED OUT OF FOOTING EXCAVATION PRIOR TO CONCRETE PLACEMENT D. A QUALIFIED TESTING LABORATORY SHALL BE RETAINED TO PERFORM THE FOLLOWING MINIMUM IN -PLACE DENSITY TESTS: THIS SUGGESTED L WORK. SHALL CONipNG CO®E REVAILIN TESTING SHALL BE USED IN ABSENCE OF A TESTING PROGRAM SUGGESTED BY A SOIL ENGINEER AS CONTAINED IN A SOIL REPORT PERFORMED FOR AL THIS PROJECT. COMPACTION BENEATH ALL FLOOR SLAB SHOULD BE VERIFIED FOR A DEPTH OF 12 INCHES AND MEET THE 95 PERCENT CRITERIA. CODES FLO`t��QA BUILDING CODE, 1. ONE DENSITY TEST FOR EACH 2,500 SQUARE FEET OF COMPACTED SUBGRADE. NATIONAL _f F- "TyELE OF Z� R ELLS 2. ONE DENSITY TEST AT EACH COLUMN. p°�� SHE �,3 3. ONE DENSITY TEST PER 50 FEET OF WALL FOOTING. ®RD�NANCE ANCHOR BOLT SGHEDULE ANCHOR BOLT DIA LENGTH (L) 5/8" 8" 3/4" 10" 7/8" 12" 1" 14" 1 1/4" fro, TOP OF PIER TOP OF FOOTING AT GONTRACTOR'S OPTION DOUBLE NUTS MAY BE USED IN LIEU OF TAK WELDING THE PLATE WASHER NOTE: DIAMETER SHALL BE DETERMINED BY METAL BUILDING MANUFACTURER J ASTM A30 STEEL 3" Sa BYA" THICK WASHER 3000 psi GONG (MIN) LOCATED AT END OF HEADED ANCHOR BOLTS 1 ANCHOR BOLT DETAIL SGALE: NTS PLAN VIEW W d W Z J W EXISTING/PROPOSED -\ IW_ GRADE, PROVIDE OVER FOOTING FOOTING Z a dd . .11 11 • • Ly- c W a a. d d. a d d. d a d • .. a •. 4 4 d d L d :III1 I_\\— COMPACTED SUBGRADE COLUMN FOOTING i L__J 24'-0" 24'-0" fu .J L_4J L__J L__J L__J FOUNDATION PLAN REVIEW DATE: IYRHILD CITY OF ZEPH BUIL ING OFFIC ALLSUI COLUMN BY I" IBM POURED GONG PILASTER W/ #3 TIES @ 3" OC $_ (8) #5 BARS VERTICAL TOP OF PIER OL EL VARIES a a 7-41 d. .. • G d d d d a.d d d dp d G FTG PER PLAN SGALE: 3/4" = 1'-0" OAST IN PLACE GONCRETE CLEAR COVER SCHEDULE EXPOSURE CONDITION CONCRETE COVER CONCRETE CAST AGAINST AND PERMANENTLY ALL BAR SIZES 3 EXPOSED TO EARTH BAR SIZES G TO 18 2" CONCRETE IN GONGTAGT WITH EARTH OR WEATHER BAR SIZES 5 AND SMALLER 1 1/2" SLABS, WALLS, � JOISTS BAR SIZES 14 TO 18 1 1/2" CONCRETE NOT EXPOSED TO EARTH OR SLABS, WALLS, 8,: JOISTS 3/4 WEATHER BAR SIZES 11 $ SMALLER BEAM 6F: COLUMNS PRIMARY REINFORCEMENT, 1 1/2" TIES, STIRRUPS, SPIRALS I"IINII`'IUI`'I REQUIRED SUBI-1I7TALS 1-1I5C CONCRETE CONCRETE MIX REBAR PEMB PRODUCTS DESIGNS PRODUCT LITERATURE • . SHOP DRAWINGS • SHOP DRAWINGS (SIGNED AND SEALED) FOOTING SCHEDULE MARK SIZE REINFORCEMENT Fx LENGTH WIDTH DEPTH TOP CENTER BOTTOM F60 0-0" 0--0" 1'-0" (G) #5 BARS EW - (G) #5 BARS EW GENERAL NOTES: w*0 1. THE BOTTOM OF ALL FOOTINGS SHALL BE (1'-0`) MIN BELOW FINISHED EARTH GRADE. �-IS� V FOUNDATION PLAN -6 o, E LL M 0)— Tt 0 OLo CV)oO 6 Q N N Uz N L L a z �c O ,0 w O LL M O U Z Q- CO q c O v E 0- 0� co 2 U Q r- -Z F _0) 0 Hi U Z W�� 0 (1 LJL _J 0 LL Wo� w � Q S 0) Z J U Digitally signed by david m schonacher Reason: This document has been digitally signed ;...... .�•E'�-, -a• w and sealed by David Schonacher, PE on the phi No. 83131 gp date adjacent to seal. * * * =Printed copies of this STATE OF ,�t� document are not considered signed and sealed and the signature must be verified on any electronic copies. Date: 2023.09.2909:12:57 -04'00' 1 GERTIFY TO THE BEST OF MY KNOWLEDGE THAT THE DRAWINGS � SPEOFIGATIONS GOMPLY WITH THE APPLIGABLE MINIMUM BUILDING GODES Z _ D �' N m W Z W C) U Q 3 W o SHEET NUMBER 5101 q P. 0. C. NW CORNER OF LOT 10 ......•••••• GRADING NOTES• COVERED 1. PAVEMENT SPOT GRADES SHOWN ARE FINISH PAVEMENT GRADES AT THE FACE OF CURB. TOP OF STANDARD CURBING IN THESE AREAS IS 0.5 FEET ABOVE THE EDGE OF PAVEMENT, UNLESS NOTED OTHERWISE. 2. SPOT GRADES AND CONTOURS SHOWN IN GRASSED AND PAVEMENT LANDSCAPED AREAS REPRESENT FINAL PROPOSED GRADES AFTER PLACEMENT OF SODDING AND/OR BEDDING MATERIALS. -x -x - PROPOSED FM SILT FENCE REMAINDER OF LOT 10 (NOT INCLUDED) ,•• ,MATCH •••° ••� i ±73.8 .� FLOODPLNMATCH N LINE ,..•• •f74.5 EL 75.1 " MATCH • • �6g,5 i , p S f74.6 . �• i �2 s� ��� • ®,..• • 56 �� �� FLOODPL N MAT FLOODPLANI UNE , •• • ~• �' x��. EL 74.2 x lol POND P, ` ��� 7106=75.5 �3• •• see* ••• • • • M• • •• •• • to • MATCH / TRA CT "B " ±73.8 C WETLAND /-•• e... . • ••• . too • •o to • •• . ATION \ AREA •• •••• •.. •• • e . ••• • •• • •• • \ \ 3 MATCH \ 'pS- \ ±73.6 \ � DHW(25)=74.89 Q / DLW72.95 °• • MATCH / 1`° RPRAP, TYP• PARC BOTTOM=72.50 x ±73.4 / _.. • SEE DETAILTYPE "C• CONTROL STRUCTURE. ,1a� °,• / L=150.89 / 75.55 SEE DETAIL ON SHEET C-6. CH. =114.16' 117 LF OF TYPE "F' aR8 • `• MATCH / MATCH 75.9 ... ,SUMP. SEE DETAIL rrr er t74.5 / . .......... •.... • ....... • . ... .. • NOTE: 3:1 SLOPE t74.8 CONCRETE FLUME ON SHEET C-6. N`L �• / 76.15 75.4 \ •t, •S'. (INCL UDED) � / / FARO 76.4 75.6 76.15 MATCH 75.8 75.65 • ti, �� �o �0 / RADIUS NOTE: 3:1 SLOPE ,±75.4 ®°• / \ Q Tl \�•t� •ti 4:1 MES / d� A� IW EL 71.5 POINT ' MATCH ,.• • "` O �g4 o FND NOTE: 3.5:1 SLOPE t7fi.D' /° • G F LOT 10 75.85 \� �� 28 LF 15' RCP PGA �9. ASPHALT I/Y�•.eIdl76.0� ,. x 0.36% CUL-DE-SAC PROPERTY LNE, TYP. / 77.0 901 SNE a 76.1 fl x MATCH •' TOTAL AREAzA \ !`� o MATCH rk ±73.8 .2.576.2 ` a 76.0-5 s LOT 6 MATCH / 77.65 75.7 3� MATCH / '. FOR OETAILS. / e P.R.C. t78.7 x �1$ ® a ' 76 5 �` \ • : r �1�, t73.8 / R=25.00` 5/8" FIR �s 1 �,c576.7 r 75.85 / WATER � ' " ° 75.8 / Oi 78.0 METER °QC . ATE STRIPING,760 OMMER, TYPL =24.01 / P MATCH ,��� p CH. =23.10 t78.7 25.0° 77.0 IN "RED' ARE F r 76 15- ,�. O O T 10 a W� , • •• •o • • • • • • M • • • • s • • s , • • •I a ,y e: •� OP OF COLUMN FOOITING. "' ' �` o�. / �o� ALL LOCATIONS t� / k2 INCL VDED :. /� to '� 1/2" FIR a ( .. 77 1 x1��,( 7 . 1 \ <\ -' 6 3 • , 77.3 \ MATCH � Y o fi.4 6 t78.1 :: NOTE: GUIDING hIWMl1EU i 5 � 7 .1 \ e EXTM POKIER TREES • R LIGHTS (EY y BOX TO REWIMI 0�, 77.6 r ... • •, _ .... .:: � 6.6 � / g _...... � MATCHEXMSTNiG GRADE AT THE 76.25 ±75.3 O = BACK OF CONCRETE VALLEY CURB J R=9$9.33 r MATC'' 30' WIDE GATE. SEE /� ±77.9 77.7 76.45 / / REMAINDER OF \ L=200.34' ���b g� o / MATCH / LOT 9 `\ v CH. =200. 00 ` g 1A' i 78.0 78.0 77.05 s 1 76.55 175.5 / / / \ W _ _ (NOT INCL UDED) EXISTING r WATER WW 78.3 PREVIOUSLY 77.2 _MATCH / EXI5TNG FIRE HYDRANT IT, REIIWED f �� f75.7 (WH-A-08514) TO RENWN� T TREES 76.85 UGHf POLE,�� -111 $ 1 77.35 � MATCH ,-, Q D �$36 177.8`, e�P FIl�R 77.5 0 77.0 MATCH / / V HYd'rANT N to PREVIOUSLY �cs 77.25' ' t75.6 'O BEHOVED 77.65 NOTE: 3.75:1 SLOPE D TREES r •• • • r G) ° "; ti WIDE GATE SEE NOTES FOR DET • , .•• 76.4 / 77 75 KNOX BOX AND SIREN ACTIVATEDGATE SENSOR TO BE PPI ,..• 0. FIRE RESCUE DEPART ENT ACCESS. 77.45 ° • C /,. MATCH S TTl T ;� i ` • UTILITY NOTES: tri f77.7,o LT FENCErY , P /!: �p D �� 0 77.65 1. EXISTING WATERMAIN LOCATION IS APPROXIMATE. REMAINDER OF /, R1 •° ( ° � 77.$5!-•�' LOT 9 // °. 2. ALL DISTURBED AREAS WITHIN ANY RIGHT-OF-WAY SHALL BE MAWH Won GRADE AT THE 3� " / RESTORED TO EXISTING CONDITIONS PRIOR TO CONSTRUCTION. BACK OF CONCRETE VALLEY CURB 78•O 1 (NOT INC UDE ) /// DISTURBED AREAS TO BE SODDED. 0 NOTES FOR DETAILS. LOT MATCH �3h 7a.o // 3. ANY MATERIALS REMOVED FROM THE SITE DURING D5 ±77.35 / CONSTRUCTION SHALL BE PROPERLY DISPOSED OF OFF -SITE o� 1�� o N MATCH / / OR AS DIRECTED BY THE OWNER. ±77.9 / FENCE AND GATE DETAILS: A\ 4. RESTORE ANY DISTURBED AREAS ON -SITE TO EXISTING Tn�1�g �� // •• INSTALL 949' OF 6' HIGH #9 GAUGE CHAIN -LINK CONDITIONS. THIS INCLUDES WALKS, LANDSCAPING & FENCE (GALVANIZED) WITH (4) 6 5/8" X 10' 6" IRRIGATION, UTILITIES, ETC. GATE POSTS SS40, 2 1 /2" X 10' 6' TERMINAL 1 / POSTS SS40, AND 2" X 8' LINE POSTS. 5. CONFIRM, LOCATE AND PROTECT ALL EXISTING ABOVE AND a / • • INSTALL 3 STRANDS OF BARSWIRE, #9 GAUGE BELOW GRADE UTILITIES IN THE PROJECT AREA. ADVISE BOTTOM TENSION WIRE, AND (2) 30' CANTILEVER ENGINEER & OWNER OF ANY CONFLICTS OR DISCREPANCIES. y R=989 33' // GATES WITH (2) LIFT MASTER COMMERCIAL SLIDE 6. CONTRACTOR SHALL INSTALL & MAINTAIN ALL SILT FENCE FOR GATE OPERATORS (W/ VIZ PEN PHONE ACCESS), THE INSTALLATION OF WATER LINE. ® •.••••••• •• /// (4) GOOSENECK KEYPAD STANDS, AND (1) 12' L120.82 DOUBLE GATE WITH 949' OF BLACK WIND SCREEN. 7. ALL PROPOSED LINES TO HAVE A MINIMUM OF 36" COVER. CH.=120.75' V O CALL 48 HOURS ' BEFORE YOU DIG Its the Law! 1-800-432-477( SUNSHINE STATE UNE CALL ter rLVKIUN m6. R=60.00` • e • • • •e s •• • ••••••s•s •••• FENCE, 0 TYP. SEE NOTES FOR I.S.DETAIMATCH 75.3 POTABLE WATER METER ASSEMBLY DETAIL SCALE: 1 "=5' 'III V z z_ aoz J w 06 a. o z n V W V n 09 j 1 CI)OLnM mMtM a OOJ ZW �i-. SWOW �(ma mU Z>Z(0� U 04 J W 3 a O Im 0-4 B PROFILE Width (ft) = 42.72 Eave Height (ft) = 16.32 Length (ft) = 194 Roof Slope (Rise/12) = 1.0:12 BUILDiNG LOADS A) THIS IS TO CERTIFY THAT TH. .. IS DESIGNED I INDICATED AND APPLIED AS _ 7T1MON �.. B) THIS CERTIFICATION IS LIMITED TO THE STRUCTURAL DESIGN OF THE FRAMING AND COVERING PARTS MANUFACTURED BY THE BUILDING MANUFACTURER AND AS SPECIFIED IN THE CONTRACT. ACCESSORY ITEMS SUCH AS DOORS, WINDOWS, LOUVERS, TRANSLUCENT PANELS, VENTILATORS ARE NOT INCLUDED. ALSO DtCLUDED ARE OTHER PARTS OF THE PROJECT NOT PROVIDED BY THE BUILDING MANUFACTURER SUCH AS FOUNDATIONS, MASONRY WALLS, MECHANICAL EQUIPMENT AND THE ERECTION AND INSPECTION OF THE BUILDING. THE BUILDING SHOULD BE ERECTED ON A PROPERLY DESIGNED FOUNDATION IN ACCORDANCE WITH THE BUILDING MANUFACTURER'S DESIGN MANUAL, THE ATTACHED DRAWINGS, AND GOOD ERECTION PRACTICES. THE END USER AND/OR ENGINEER OF RECORD IS TO CONFIRM THAT THESE LOADS COMPLY WITH REQUIREMENTS OF THE LOCAL BUILDING DEPT. -OCCUPANCY./RISK CATEGORY Normal J.& 1.00 WIND LOAD ULITMATE 13 MPH NOMINAL 106.89 MPH WIND EXPOSURE B CLOSURE TYPE OPEN INTERNAL WIND COEFFICIENT 0.00 f 0.00 1.00 PSF RO F LIVE LOAD 20.00 _ PSF (REDUCIBLE Yes ) DEAD LOAD 2.00 PSF (FOR ROOF PANELS AND PURUNS) SEISMIC SPECTRAL RESPONSE Ss 0.0577 S1 0.0319 Sds 0.0608 Sd1 0.0496 SITE CLASS d DESIGN RISK CATEGORY A Cs 0.0100 ANALYSIS PROCEDURE _itAIFTtff t ATFRAI FARCE _� SURE SERVICEABILITY CRITERIA MINIMUM DESIGN DEFLECTIONS Endwall Column = 120 Roof Panel (Live) = 60 Endwall Rafter (Live) = 180 Roof Panel (Wind) = 60 Endwall Rafter (Wind) = 180 Rigid Frame (Harz) = 60 Wall Girt = 90 Rigid Frame (Vert) = 180 Roof Purlin (Live) = 150 Rigid Frame (Seismic) _ : 50 Roof Purlin (Wind) = 150 Wall Panel = 60 ORAL N OTES A) THE STRUCTURE UNDER THIS CONTRACT HAS BEEN DESIGNED AND DETAILED FOR THE LOADS AND CONDITIONS STIPULATED IN THE CONTRACT AND SHOWN ON THESE DRAWINGS. ANY ALTERATIONS TO THE STRUCTURAL SYSTEM OR REMOVAL OF ANY COMPONENT PARTS, OR THE ADDITION OF OTHER CONSTRUCTION MATERIALS OR LOADS MUST BE DONE UNDER THE ADVICE AND DIRECTION OF A REGISTERED ARCHITECT, CIVIL, OR STRUCTURAL ENGINEER. THE BUILDING MANUFACTURER WILL ASSUME NO RESPONSIBILITY FOR ANY LOADS NOT INDICATED. B) THIS METAL BUILDING IS DESIGNED WITH THE BUILDING 'SrTAh1 1 WHICH ARE BASED ON PERTINENT PROCEDURES AND RECOMMENDATIONS Ols ° F' N_ I ` .. CODES. 1. CG . ' RISC SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS - ALLOWABLE STRESS DESIGN' 2. aI#-f STL "�I'i11I.I` ., "SPECIFICATION FOR THE DESIGN OF COLD FORMED STEEL STRUCTURAL MEMBERS' 3. AMERICAN WELDING SOCIETY:_ 'STRUCTURAL WELDING CODE! AWS D1.1. 4. METAL BUILDING MANUFACTURER'S ASSOCIATION: "LOW RISE BUILDING SYSTEMS MANUAL' C) 1) MATERIAL MPM, S OF STEEL PLATE USED IN THE FABRICATION OF PRI , AND OTHER PRIMARY U EXCLUSIVE OF COLD -FORMED SECTIONS, CONFORM i0 9.: :. A572 . FLANGES WITH THICKNESS OF ONE INCH OR LESS AND WIDTH OF 12' OR LESS CONFORM TO A529 WITH A MINIMUM YIELD POINT OF WIDTH CONFORM TO A572 WITH A MINIMUM YIELD . D f WITH A MINIMUM YIELD POINT OF 55,000 psi. 2) JWA AL ,: I i a 1 '.. ` G# I . TO a, GRADE B WITH A MINIMUM YIELD POINT OF , 3) MATERIAL P, - OF TUBE SECTIONS CONFORM TO AMW-A500, GRADE B WITH A MINIMUM YIELD F0 t 4) P OF HOT ROLLED CHANNEL AND ANGLE MEMBERS CONFORM TO THE REQUI 'r LM29 `I!'I POINT OF 90,000 PSI. HOT ROLLED W-SHAPED MEMBERS CONFORM TO THE i i ASTM-=A9kWffH MMINIMUM YIELD POINT OF 50,000 PSI. 5) MATERIAL PROPERTIES OF COLD FORMED LIGHT GAGE STEEL MEMBERS CONFORM TO EITHER ASTM A653-06 GR 55 OR A1011-04 0 W � OF 55,000, 6) MATERIAL P SHEETING, gAtt'hM CONFORM TO ASTM-A792 GRADES 80 CLASS 1, 2 OR 3 WITH A MIN(MU OF 80.000 PSI!. MTM OF BASE MATERIAL IS 55% ALUMINUM -ZINC ALLOY IN ACCORDANCE WITH AZ55 SPECIFICATIONS. 7) CABLE UTILIZED FOR BRACING CONFORMS TO ASTM A475. CABLE BRACING IS TO BE INSTALLED TO A TAUT CONDITION. 8 ROD UTILIZED FOR BRACING MEMBERS CONFORM TO ASTM-A36 WITH MINIMUM YIELD POINT OF 36,000 PSI. 9 IT IS THE RESPONSIBILITY OF ERECTOR TO ENSURE PROPER BOLT TIGHTNESS IN ACCORDANCE WITH APPLICABLE "RCSC SPECIFICATION FOR STRUCTURAL JOINTS USING A-325 OR A-490 BOLTS". ALL A-325 BOLTS IN PRIMARY FRAMING MUST BE 'SNUG -TIGHT', EXCEPT AS FOLLOWS: a} BUILDING LOCATED IN A HIGH SEISMIC AREA. FOR IBC -BASED CODE, -HIGH SEISMIC AREA- IS DEFINED AS -SEISMIC DESIGN CATEGORY OF "D', "E' OR " r. b) BUILDING SUPPORTS A CRANE SYSTEM WITH A CAPACITY GREATER THAN 5.00 TONS. c) BUILDING SUPPORTS MACHINERY THAT CREATES VIBRATION, IMPACT OR STRESS - REVERSALS ON THE CONNECTIONS. d) ANY CONNECTION DESIGNATED IN THESE DRAWINGS AS -A-325 - SC-. 10) SECONDARY MEMBERS AND FLANGE BRACE CONNECTIONS SHALL ALWAYS BE SNUG TIGHT, UNO. 11) ANCHOR BOLTS 3 4' IN DIAMETER THRU 1 1/40 IN DIAMETER CONFORM TO A.S.T.M. F1554 GR. 36. ANCHOR BOLTS 1 /2' IN DIAMETER CONFORM TO A.S.T.M. A-307. ❑) UNLESS , EON FRAMING C ALL STEEL MEMBERS EXCEPT BOLTS, FASTENERS, CABLE AND ROB Vi4i IOEIVE ONE COAT OF 1tOXIDE SHOP PRIMER. E) SHOP AND FIELD INSPECTIONS AND ASSOCIATED FEES ARE THE RESPONSIBILITY OF THE CONTRACTOR, UNLESS STIPULATED OTHERWISE IN THE CONTRACT. APPROVAL NOTES THE FOLLOWING CONDITIONS APPLY IN THE EVENT THAT THESE DRAWINGS ARE USED AS APPROVAL DRAWINGS: A) IT IS IMPERATIVE THAT ANY CHANGES TO THESE DRAWINGS: 1) BE MADE IN CONTRASTING INK. 2) HAff.-ALL INSTANCES OF CH&9E&LEARLY INDICATED. 3) 8E LEGIBLE AND UNAMBIGUOUS. B) DATED SIGNATURE IS REQUIRED ON ALL PAGES. C) AMWE .. AEI THE RIGHT TO RESUBMIT DRAWINGS WITH EXTENSIVE OR COMPLEX CHANGES REQUIRED 1 .AVM SIr" + "X. THIS MAY IMPACT THE DELIVERY SCHEDULE. D) 1V THESE DRAWINM INDICAT , "CONCLUSIVELY THAT THE MANUF,, , , CORRECTLY � O THE CONTRACT d EQUN . AND FURTHER CONSI T1UTES A THE BUILDING AS DRAWN, OR AS DRAWN WITH INDICATED CHANGES REPRESENTS THE TOTAL OF THE MATERIALS TO BE SUPPLIED BY MANUFACTURER. E) ANY CHANGES NOTED ON THE DRAWINGS NOT IN CONFORMANCE WITH THE TERMS AND REQUIREMENTS OF THE CONTRACT BETWEEN MANUFACTURER AND ITS CUSTOMER ARE NOT BINDING ON MANUFACTURER UNLESS SUBSEQUENTLY SPECIFICALLY ACKNOWLEDGED AND AGREED TO IN WRITING BY CHANGE ORDER OR SEPARATE DOCUMENTATION. MANUFACTURER RECOGNIZES THAT RUBBER STAMPS ARE ROUTINELY USED FOR INDICATING APPROVAL, DISAPPROVAL, REJECTION, OR MERE REVIEW OF THE DRAWINGS SUBMITTED. HOWEVER, MANUFACTURER DOES NOT ACCEPT CHANGES OR ADDITIONS TO CONTRACTUAL TERMS AND CONDITIONS THAT MAY APPEAR WITH USE OF A STAMP OR SIMILAR INDICATION OF APPROVAL, DISAPPROVAL, ETC. SUCH LANGUAGE APPLIED TO MANUFACTURER'S DRAWINGS BY THE CUSTOMER, ARCHITECT, ENGINEER, OR ANY OTHER PARTY WILL BE CONSIDERED AS UNACCEPTABLE ALTERATIONS TO THESE DRAWING NOTES, AND WILL NOT ALTER THE CONTRACTUAL RIGHTS AND OBLIGATIONS EXISTING BETWEEN MANUFACTURER AND ITS CUSTOMER. SAFETY COMMITMENT A) THE BUILDING MANUFACTURER HAS A COMMITMENT TO MANUFACTURE QUALITY BUILDING COMPONENTS THAT CAN BE SAFELY ERECTED. HOWEVER, THE SAFETY COMMITMENT AND JOB SITE PRACTICES OF THE ERECTOR ARE BEYOND THE CONTROL OF THE BUILDING MANUFACTURER. B) IT IS STRONGLY RECOMMENDED THAT SAFE WORKING CONDITIONS AND ACCIDENT PREVENTION PRACTICES BE THE TOP PRIORITY OF ANY JOB SITE. C) LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS SHOULD ALWAYS BE FOLLOWED TO HELP INSURE WORKER SAFETY. D) MAKE CERTAIN ALL EMPLOYEES KNOW THE SAFEST AND MOST PRODUCTIVE WAY OF ERECTING A BUILDING. EMERGENCY PROCEDURES SHOULD BE KNOWN TO ALL EMPLOYEES. E) DAILY MEETINGS HIGHLIGHTING SAFETY PROCEDURES ARE ALSO RECOMMENDED. THE USE OF HARD HATS, RUBBER SOLE SHOES FOR ROOF WORK, PROPER EQUIPMENT FOR HANDLING MATERIAL, AND SAFETY NETS WHERE APPLICABLE, ARE RECOMMENDED. FLORIDA PRODUCT APPROVAL NUMBER PBR ROOF PANEL 36875.1 IT IS THE RESPONSIBILITY OF THE CUSTOMER TO PROVIDE ALL DOCUMENTATION REQUIRED FOR ANY ACCESSORIES PROVIDED BY MBM TO THEIR LOCAL PERMITTING OFFICE. ALL ACCESSORIES MUST COMPLY AND MEET ALL DESIGN REQUIREMENTS PER LOCAL CODES. ALL VEHICULAR FRAMED OPENINGS SUPPLIED ON THIS PROJECT HAVE BEEN DESIGNED TO SUPPORT WIND LOADS NORMAL TO A DOOR SYSTEM, BASED ON THE STANDARD BUILDING CODE CRITERIA THE VEHICULAR FRAMED OPENING HAS NOT BEEN DESIGNED FOR ANY ADDITIONAL MOMENT OR CATENARY FORCE FROM THE BOOR SYSTEM. ANY CHANGES TO THE INFORMATION SHOWN HERE WOULD REQUIRE AN ENGINEERING INVESTIGATION AND POSSIBLE BUILDING REINFORCEMENT. FRAMING COLORS Rigid Frame: RO -- Red Oxide Flange brnca: GP - Cry Primer GZ - Galvanized Angle: Endwall Grt Pur EvSt Jmb 88 Cvi Rd U SECTION. = � ® Q _ ` . DRAINING INDEX REV. PAGE DESCRIPTION 0 COVER PAGE 1 ANCHOR BOLT LAYOUT Z 1:1 ANCHOR BOLT DETAILS 1.2 ANCHOR BOLT REACTIONS 2 ROOF FRAMING LAYOUT 0 2.1-2.9 RIGID FRAME CROSS SECTION 3 SIDEWALL FRAMING LAYOUT 4 ENDWALL FRAMING LAYOUT 5-5.1 FRAMING DETAILS 6 ROOF PANELS & TRIM 6.1 ROOF PANEL DETAILS 7 SIDEWALL PANELS & TRIM 8 ENDWALL PANELS & TRIM 9 SPECIAL DETAILS C SECTION: ® ® L.� ® D SECTION: FRO-] 1 F_R70 � n�1 t RV f Z SECTION: Ro ®® ® ` ; FOR OCCUPANCY (RISK) CATEGORY I OR II, IBC PROVISIONS INDICATE THAT E SECTION: ® F-R-0-1 r-R-0-1 ® SINGLE -STORY BUILDINGS SHALL HAVE "NO DRIFT LIMIT" PROVIDED THAT R SECTIott RO ® ® '-A INTERIOR WALLS, PARTITIONS, CEILINGS AND EXTERIOR WALL SYSTEMS HAVE w SECTION: EVE ®®® BEEN DESIGNED TO ACCOMMODATE THE SEISMIC STORY DRIFTS. INTERIOR WALLS, PARTITIONS, CEILINGS OR EXTERIOR SYSTEMS NOT PROVIDED 1 Y MBM WO W GALVANIZED PROVIDED: ALL FINISHED SHALL BE DESIGNED AND DETAILED BY OTHERS TO ACCOMODATE THE SEISMIC BUILT-UP AND HOT ROLL MEMBERS STORY DRIFTS. ARE HOT DIPPED GALVANIZED. ALL SECONDARY 00 FORMED MEMBERS ARE PRE -GALVANIZED. THIS PROJECT IS DESIGNED AS AN OPEN BUILDING AS DEFINED BY THE REFERENCED BUILDING CODE. OBSTRUCTED WINDFLOW COEFFICIENTS ARE USED FOR DESIGN OF MAIN WIND FORCE RESISTANCE SYSTEM AND COMPONENT AND CLADDING. CCREDITED 1.0 PSF' COLL ONLY ALLOW LIGHTING AND HVAC DUCT 'TO HANG ISM ROOF ASYSTEMS SUSPENSION OF ANY LOAD INDUCING SYSTEM IS EXPLICTILY Mew wIdng sysww PROHIBITED, UNLESS A CORRESPONDING REDUCTION IN CERTIFIED LIVE/SNOW LOADS CAN BE PERMITTED BY CODE. AC 472 _ I BUILDING DESIGNED & MANUFACTURED BY AN IAS ACCREDITED . F` ERECT} 1. CT .R,1 RESPONSIBILITIES A) IT IS THE RESPONSIBILITY OF THE ERECTOR/CONTRACTOR TO INSURE THAT ALL PROJECT PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE REQUIREMENTS OF ANY GOVERNING BUILDING AUTHORITIES. THE SUPPLYING OF SEALED ENGINEERING DATA AND DRAWINGS FOR THE METAL BUILDING SYSTEM DOES NOT IMPLY OR CONSTTTUTE AN AGREEMENT THAT THE BUILDING MANUFACTURER OR TT5 DESIGN ENGINEER IS ACTING AS THE ENGINEER OF RECORD OR DESIGN PROFESSIONAL FOR A CONSTRUCTION PROJECT. B) THE CONTRACTOR MUST SECURE ALL REQUIRED APPROVALS AND PERMITS FROM THE APPROPRIATE AGENCY AS REQUIRED. C) APPROVAL OF THE MANUFACTURER'S DRAWINGS AND CALCULATIONS INDICATE THAT THE BUILDING MANUFACTURER CORRECTLY INTERPRETED AND APPLIED THE REQUIREMENTS OF THE CONTRACT DRAWINGS AND SPECIFICATIONS. (SECT. 4..1' AI . OF STM .-. . P 1-`. r D) WHERE [1#AN -�„ T STRUCTURAL STEEL. PLANS A14,7WE FOR OTHER , (SECT. 3.3 AISC CODE OF . "-r P t 13TH ED.) E) DESIGN CONSIDERATIONS OF ANY MATERIALS IN' THE STRUCTURE WHICH ARE NOT FURNISHED BY THE BUILDING MANUFACTURER ARE THE RESPONSIBILITY OF THE CONTRACTORS AND ENGINEERS OTHER THAN THE BUILDING MANUFACT- URER'S ENGINEERS UNLESS SPECIFICALLY INDICATED. F) THE ERECTOR/CO IS RESPONSIBLE FOR ALL ERECTION OF STEEL AND ASSOCIATED WORK IN COMPLIANCE WITH THE BUILDING '!C u R'S "FOR CONSTRUCTION" DRAWINGS. G) PRODUCTS SHIPPM TO• .CTOR/CONTRACTOR OR HIS CUSTOMER SHALL BE INSPECTED BY ERECTOR/CONTRACTOR IMMEDIATELY UP k, CLAIMS FOR SHORTAGES OR DEFECTIVE MATERIAL IF NOT PACKAGED MUST BE SENT TO THE MANUFACTURER `IN` WRITING WITHIN FIVE (5) DAYS AFTER RECEIPT OF THE SHIPMENT. HOWEVER, IF A DEFECT IS OF SUCH A NATURE THAT REASONABLE VISUAL INSPECTION WOULD FAIL TO DISCLOSE IT, THEN THE CLAIM MUST BE MADE WITHIN FIVE (5) DAYS AFTER THE ERECTOR/CONTRACTOR LEARNS OF THE DEFECT. THE MANUFACTURER WILL NOT BE LIABLE FOR ANY DEFECT UNLESS CLAIM IS MADE WITHIN ONE (1) YEAR AFTER DATE OF THE ORIGINAL SHIPMENT BY THE MANUFACTURER TO CONTRACTOR OR HIS CUSTOMER. THE MANUFACTURER WILL BE GIVEN A REASONABLE OPPORTUNTTY TO INSPECT DEFECTIVE MATERIALS UPON RECEIPT OF CLAIM BY CONTRACTOR. IF A DEFECT IS OF SUCH NATURE THAT IT CAN BE REMEDIED BY A FIELD OPERATION AT THE JOB SITE WITHOUT THE NECESSITY OF RETURNING THE MATERIAL TO THE MANUFACTURER, THEN UPON WRITTEN AUTHORIZATION OF THE MANUFACTURER THE CONTRACTOR MAY REPAIR OR CAUSE THE MATERIAL TO BE REPAIRED AND THE MANUFACTURER WILL REIMBURSE THE CONTRACTOR FOR THE COST OF THE REPAIR IN ACCORDANCE WITH THE WRITTEN AUTHORIZATION. THE CORRECTION OF MINOR MISFIT'S BY THE USE OF DRIFT PINS TO DRAW THE COMPONENTS IN TO LINE, MODERATE AMOUNTS OF REAMING,CHIPPING AND CUTTING, AND THE REPLACEMENT OF MINOR SHORTAGES OF MATERIAL ARE A NORMAL PART OF ERECTION AND ARE NOT SUBJECT TO CLAIM. H) ALL BRACING AS SHOWN AND PROVIDED BY THE MANUFACTURER FOR THIS BUILDING IS REQUIRED AND SHALL BE INSTALLED BY THE ERECTOR AS A PERMANENT PART OF THE STRUCTURE. 1) TEMPORARY SUPPORTS, SUCH AS TEMPORARY GAYS, BRACES, FALSE WORK, CRIBBING OR OTHER ELEMENTS REQUIRED FOR THE ERECTION OPERATION WILL BE DETERMINED AND FURNISHED AND INSTALLED BY THE ERECTOR. THESE TEMPORARY SUPPORTS WILL SECURE THE STEEL FRAMING, OR ANY PARTLY ASSEMBLED STEEL FRAMING, AGAINST LOADS COMPARABLE IN INTENSITY TO THOSE FOR WHICH THE STRUCTURE WAS DESIGNED, RESULTING FROM WIND, SEISMIC FORCES AND ERECTION OPERATIONS, BUT NOT THE LOADS RESULTING FROM THE PERFORMANCE OF WORK BY OR THE ACTS OF OTHERS, NOR SUCH UNPREDICTABLE LOADS AS THOSE DUE TO TORNADO, EXPLOSION OR COLLISION. (SECT. 7.10.3 AISC CODE OF STANDARD PRACTICE, 13TH ED.) J) METAL BUILDING MANUFACTURER IS NOT RESPONSIBLE FOR THE DESIGN,MATERIAL AND WORKMANSHIP OF FOUNDATION. ANCHOR BOLT PLANS PREPARED BY MBM ARE INTENDED TO SHOW ONLY LOCATION, DIAMETER AND PROJECTION OF THE ANCHOR RODS REQUIRED TO ATTACH THE METAL BUILDING SYSTEM TO FOUNDATION. TT IS RESPONSIBILITY OF THE END CUSTOMER TO ENSURE THAT ADEQUATE PROVISIONS ARE MADE FOR SPECIFYING ROD EMBEDMENT, BEARING VALUES, TIE RODS AND OTHER ASSOCIATED ITEMS EMBEDDED IN THE CONCRETE FOUNDATION, AS WELL AS FOUNDATION DESIGN FOR THE LOADS IMPOSED BY MB SYSTEM, OTHER IMPOSED LOAD, AND THE BEARING CAPACITY OF THE SOIL AND OTHER CONDITIONS OF THE BUILDING SITE (MBMA 06 SECTIONS 3.2.2 AND A3) K) METAL BUILDING MANUFACTURER DOES NOT PROVIDE ANY FIELD SUPERVISION FOR THE ERECTION, NOR DOES MBM PERFORM ANY INSPECTIONS DURING OR AFTER ERECTION. COMPONENTS & CLADDING unfactored Wall Field Values = 22.002 psf /'-24.202 q Wall Edge Values = 22.002 psf /-30.803 psf Richard PE # 437 Ph-706-888-4874 510 Lee Rd 281 Salem AL, 36874 10 1 •• `` XO/ L C1C N Q Ln (n ro ro > N I-- W w co M of L�J a- Li J N LIJ I'- 0- LY_l m LI l_ to N � .- • �� >x -NUMBER M1 . A I a E 2-A `7 to E 10 U) rE— IN :t 04 101 W. z w M cb 25 24 0 24, ANCHOR BOLT PLAN NOTE: All Base Plates 0 100'-0" (Unless Noted) Lu 264 0) 0) w co rmvm wo -0 Dia= Dia= 1 w . 1 5 1/2 go 2 1/2 pp Sw Dia= 1" 5" 2 1 /2" Sw SEE PLAN DETAIL B Base EL, 99'-10 13/16" Dia= 1' 5" 2 1/2 IF Sw DETAIL D Base EL. 99' —7 13/16" Dia= 1 Dia= 1" SW; jDia= 1 Sw DETAIL G Base EL. 99'-3" Dia= 1" 5" 2 1 /2" Sw SEE PLAN DETAIL H Base EL. 99'--1 3/16" Dia= I' SEE PLAN SEE PLAN 1' 11 —D DETAIL C Base EL. 99'-9 5/8" DETAIL F Base EL. 99'-4 13/16" DETAIL I Base EL. 98'--11 3/8" CONCRETE LINE STEEL LINE _ f PR0J. 4 ISSUE DE CHK DATE ANCHOR BOLT PROJECTION FRAME LINES: 1 2 3 4 5 6 7 8 9 MN LINE RIGID FRAME: ANCHOR BOLTS & BASE PLATES Frm Col Anc.-Bolt Base -Plate (in) Grout Line Line Qty Dia Width Length Thick (in) 1 E 4 1.000 10.00 10.50 1.000 0.0 1 A 4 1.000 10.00 10.50 1.000 0.0 RIGID FRAME: ANCHOR. BOLTS & BASE PLATES Frm Col Anc.-Bolt Base -Plate (in) Grout Line Line Qty Dia Width Length Thick (in) 2 E 4 1.000 10.00 10.00 1.000 0.0 2 A 4 1.000 10.00 10.00 1.000 0.0 RIGID FRAME: ANCHOR BOLTS & BASE PLATES Frm Co! Anc.-Bolt Base -Plate (in) Grout Line Line Qty Dia Width Length Thick (in) 3 E 4 1.000 10.00 10.00 1.000 0.0 3 A 4 1.000 10.00 10.00 1.000 0.0 RIGID FRAME: BASIC COLUMN REACTIONS (k } Frame Column --Dead------Collateral- -----Live------Wind-Left1- -Wind,Rightl - -- ind-Left2- Line Line Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert 1 E 0.6 1.8 0.2 0.5 2.9 8.7 -5.2 -9.9 -4.3 -15.4 --4�4 ---14.7 1 A ---0.6 1.8 -0.2 0.5 -2.9 8.7 4.3 ---15.4 5.2 -9.9 5.0 -10.7 2 E 0.6 1.8 0.2 0.5 2.6 8.0 -5.1 -9.9 -4.2 -15.5 -4.3 -14.7 2 A -0.6 1.8 -0.2 0.5 -2.6 8.0 4.2 -15.5 5.1 -9.9 5.0 -10.7 3 E 0.6 1.8 0.2 0.5 2.6 8.0 -5.0 -9.9 -4.2 -15.4 -4.3 -14.7 3 A ---0.6 1.8 --0.2 0.5 -2.6 8.0 4.2 -15.4 5.0 -9.9 4.9 -10.7 4 E 0.6 1.8 0.2 0.5 2.5 8.0 -5.0 --9.9 -4.1 -15.4 -4.3 -14.7 4 A -0.6 1.8 -0.2 0.5 -2.5 8.0 4.1 -15.4 5.0 -9.9 4.9 -10.7 5 E 0.6 1.8 0.2 0.5 2.5 8.0 -5.0 -9.9 -4.1 -15.4 -4.2 -14.7 5 A -0.6 1.8 -0.2 0.5 -2.5 8.0 4.1 -15.4 5.0 -9.9 4.8 --10.7 6 E 0.6 1.8 0.2 0.5 2.5 8.0 -4.9 -9.9 -4.1 -15.4 -4.2 -14.7 6 A -0.6 1.8 -0.2 0.5 --2.5 8.0 4.1 -15.4 4.9 -9.9 4.8 --10.7 7 E 0.5 1.8 0.2 0.5 2.5 8.0 -4.9 -9.9 -4.0 -15.4 -4.1 -14.7 7 A -0.5 1.8 -0.2 0.5 -2.5 8.0 4.0 -15.4 4.9 -9.9 4.8 -10.7 8 E 0.5 1.8 0.2 0.5 2.4 8.0 -4.8 -9.9 -4.0 -15.5 -4.1 -14.7 8 A -0.5 1.8 --0.2 0.5 -2.4 8.0 4.0 --15.5 4.8 --9.9 4.7 -10.7 9 E 0.3 1.3 0.1 0.3 1.5 4.7 -2.6 -5.4 -2.1 -8.3 -2.2 -7.9 9 A -0.3 1.3 --0.1 0.3 -1.5 4.7 2.1 -8.3 2.6 -5.4 2.5 -5.8 Frame Column -Wind-Right2- --Wind-Long 1- --Wind-Long2- -Seismic-Left Seismic -Right Line Line Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert 1 E -5.0 -10.7 -7.0 -15.1 3.0 6.4 0.0 0.0 0.0 0.0 1 A 4.4 -14.7 7.0 -15.1 -3.0 6.4 0.0 0.0 0.0 0.0 2 E -5.0 -10.7 -5.3 -11.7 2.8 6.1 0.0 0.0 0.0 0.0 2 A 4.3 -14.7 5.3 --11.7 -2.8 6.1 0.0 0.0 0.0 0.0 3 E -4.9 -10.7 -3.4 -7.6 1.7 3.7 0.0 0.0 0.0 0.0 3 A 4.3 -14.7 3.4 -7.6 -1.7 3.7 0.0 0.0 0.0 0.0 4 E -4.9 --10.7 -3.4 -7.6 1.7 3.7 0.0 0.0 0.0 0.0 4 A 4.3 --14.7 3.4 -7.6 -1.7 3.7 0.0 0.0 0.0 0.0 5 E -4.8 -10.7 -3.4 -7.6 1.6 3.7 0.0 0.0 0.0 0.0 5 A 4.2 -14.7 3.4 -7.6 -1.6 3.7 0.0 0.0 0.0 0.0 6 E -4.8 -10.7 -3.3 -7.6 1.6 3.7 0.0 0.0 0.0 0.0 6 A 4.2 -14.7 3.3 -7.6 -1.6 3.7 0.0 0.0 0.0 0.0 7 E -4.8 -10.7 -3.3 -7.6 1.6 3.7 0.0 0.0 0.0 0.0 7 A 4.1 -14.6 3.3 -7.6 -1.6 3.7 0.0 0.0 0.0 0.0 8 E --4.7 -10.7 -5.1 -11.7 2.6 6.1 0.0 0.0 0.0 0.0 8 A 4.1 -14.7 5.1 -11.7 -2.6 6.1 0.0 0.0 0.0 0.0 9 E -2.5 -5.8 -3.5 -8.2 1.5 3.5 0.0 0.0 0.0 0.0 9 A 2.2 --7.9 3.5 -8.2 -1.5 3.5 0.0 0.0 0.0 0.0 1 0 Frm Col Anc.-Bolt Base -Plate (in) Grout Line Line QtyDia Width Length 9 Thick in '( ) 6 E 4 1.000 10.00 10.00 1.000 0.0 6 A 4 1.000 10.00 10.00 1.000 0.0 RIGID FRAME: ANCHOR BOLTS & BASE PLATES Frm Line Col Line Anc.-Bolt Qty Dia Base -Plate (in) Width Length Thick Grout (in) 7 E 4 1.000 10.00 10.00 1.000 0.0 7 A 4 1.000 10.00 10.00 1.000 0.0 ANCHOR BOLT SUMMARY Dia Pro ection ' Qty Locate (in) Type �in) 72 Frame 1" CR36 3.00 GENERAL NOTE 1. FOUNDATION DESIGN AND CONSTRUCTION ARE NOT THE RESPONSIBILITY OF METAL BUILDING MANUFACTURER. 2. ALL REACTIONS ARE UNFACTORED. 3 ULTIMATE WIND LOADS ARE USED TO DERIVE THE WIND REACTION. 4. ANCHOR BOLTS SHALL BE ACCURATELY SET TO A TOLLERANCE OF +/- 1 /8" IN BOTH ELEVATION AND LOCATTION. 5. COLUMN BASE PLATES ARE DESIGNED NOT TO EXCEED A BEARING PRESSURE OF 1050 POUNDS PER SQUARE INCH. RIGID FRAME: ANCHOR BOLTS & BASE PLATES Frm Col Anc.-Bolt Base -Plate (in) Grout Line Line Qty Dia Width Length Thick (in) 9 E 4 1.000 10.00 10.00 1.000 0.0 9 A 4 1.000 10.00 10.00 1.000 0.0 NOTES FOR REACTIONS Building reactions are based on the following building data: Width QVII 42.7 I r H, . P(t)63 16.3 1 �,2 Rol1 0 1,0 4f i I 1.0 a Lire .. 20.0 Fie 114 LOB ion } 12.0 Wiry;. d (mph } 138.0 Wig, FBC 20 7TH EDITION Exposure = B Closure Open Importance Wind 1.00 Importance Seismic 1.00 Seismic Zone A BUILDING BRACING REACTIONS f Reactions(k ) Panel -Shear Wald Col Wind -Seismic- (lb/ft) Loc Line Line Horz Vert Horz Vert Wind Seis Note L-EW 1 h} F-SW A '} R-EW 9 h} B-SW E Mi4i'd frame at endwall oil axis bending is used RIND FRAME REACTIONS* WEAK AXIS BENDING Frame Cal ----Reactions(k ,f-k }----- Load Line Line Horiz AB Vert Moment ID 1 A 1.2 29.5 19.7 Wind 0.0 0.5 0.3 Seismic 2 A 1.2 29.5 19.7 Wind 0.0 0.5 0.3 Seismic 3 A 1.2 29.5 19.7 Wind 0.0 0.5 0.3 Seismic 4 A 1.2 29.5 19.7 'Wind 0.0 0.5 0.3 Seismic 5 A 1.2 29.5 19.7 Wind 0.0 0.5 0.3 Seismic 6 A 1.2 29.5 19.7 Wind 0.0 0.5 0.3 Seismic 7 A 1.2 29.5 19.7 Wind 0.0 0.5 0.3 Seismic 8 A 1.2 29.5 19.7 Wind 0.0 0.5 0.3 Seismic 9 A 1.2 29.5 19.7 Wind 0.0 0.5 0.3 Seismic 1 E 1.2 29.5 19.7 Wind 0.0 0.5 0.3 Seismic 2 E 1.2 29.5 19.7 Wind 0.0 0.5 0.3 Seismic 3 E 1.2 29.5 19.7 Wind 0.0 0.5 0.3 Seismic 4 E 1.2 29.5 19.7 Wind 0.0 0.5 0.3 Seismic 5 E 1.2 29.5 19.7 Wind 0.0 0.5 0.3 Seismic 6 E 1.2 29.5 19.7 Wind 0.0 0.5 0.3 Seismic 7 E 1.2 29.5 19.7 Wind 0.0 0.5 0.3 Seismic 8 E 1.2 29.5 19.7 Wind 0.0 0.5 0.3 Seismic 9 E 1.2 29.5 19.7 Wind 0.0 0.5 0.3 Seismic Reactions for seismic represent shear force, Eh ISSUE DET CHK DATE RCE INVESTMENT GROUP, LLC TRUMP PLACE BOAT & RV STORAGE 8142R3 E I. _ . �, FL 33542 ANCHOR _BOLT REACTIONS PAGE: 1 2 I '`: 13 PURLIN 11 3/4� 11 3/4 11 3/4 11 3/4; 14�F-1 1 31e LAP _ 1 L '3/-4�- 1 11 3/4. 11 .314- 1 3/4' 1 1 3/4' 11 3/4- 1 3/40 ROOF FRAMING PLAN EB-11, WTOX12 3' 1 1 1'Fl P-1 8x25Z16 26'— 11 1 /2" P-2 8x25Z16 25'-11 1 , to 1/2 E— 1 8LE1 2@1 24-11 /2 E-2 8LE1 2@1 231-11 /2yrE-3 8LE12@1 24' —11 1/2 E-4 8- LEI 2@1 23'— 11 1/21' CB-1 1/4 CBL 24 —9$p np-9 i , /A r-1111. I I i+7cll —1.1 n." ISSUE DET CHK DATE RCE INVESTMENT GROUP, LLC cusromm. TRUMP PLACE BOAT & RV STORAGE 8142R3 8Z24.23 WC,Alxft FL 33542 W-AWWM *AM - ROOF FRAMING LAYOUT umvm BY; CHEC 1 110 ey' SOILY-* PAGE 2 DJH spw NONE 9 r 12 RIGID 1-RAML LLLVAIIUN: 1-KAME LINE 1 NOTE: THE FRAMING AS DEPICTED ABOVE IS DESIGNED TO ACCOMMODATE 24' WIDE FUTURE BAY ADDITION. 12 Side; (2) Two Sides ,z'Ti" 12 I RIGID 1 NAME ELEVAIICON. FRAME LINE 2 12 I I Side; (2) Two Sides 12 T- -f - I --10 RIGID FRAME ELEVATION: FRAME LINE 3 12 2 I I BRACES: (1) One Side; (2) Two Sides xx=length(in) A —% 4 j ,, 'r l " 12 n RIND FRAME ELEVATION: FRAME LINE 4 4 pp 1 I RIGI-D FRAME CRO," PAG E 2.4 l 'L, 12 BRACM. ' One Side; (2) Two Sides k, 3/1 6" o/F CAP6 RIGID FRAME ELEVATION: FRAME LIFE 5 250 FB 19SA 1 � --rF— MONO � I �-W-- W.: Q- 12 7 3/ 1 1 E BOLT TABLE QtY MARK Weight :'.bud To Bat Int TYPE DIA Len. th i�-1 -- -' 374 9.5 1�4.0 _ 0.135 14 4 4 0 A325 3/4" 2" 14.0/14.0 0.188 1'-6 4 4 ❑ A325 5/8" 2" RF7-2 312 14.0/ 8.0 0.135 130— ' 8.0/ 8.0 ti. i 35 £�' —4 PLATE TABLE RF7-3 312 8.0/ 8.0 0.135 6'-4 PLATE SIZE 8.0/14.0 0.135 13'— Width THICK Length E8— 51 W-IOI{12 10" 1" 10 OE ,: '"t) 066 Side; (2) Two Sides — Q1 4 D/F CAP6 1 12 M I U I U r MIAIVIt tLrVH I IVIN: r M/-1IVIL LIIN r n 12 =1 LANGE BRACES: (1) One Side; (2) Two Sides .1}• xx=length(in) A : 14 I m r#, RIND FRAME ELEVATION: FRAME LINE 8 FB 195A(1) " c r- I ' Side; (2) Two Sides 1Kw - ` . , A 4 r ,z-Ti* 12 l'_Q 5/8" RIGID FRAME ELEVATION: FRAME LINE 9 1 t�-, l 12 I I RF1 -1 K4_1 Kvb-1 RF6-1 RF7-1 RFB- 1 RF9-1 SIDEWALL FRAMING: FRAME LINE A KF9-1 RF8-1 RF7-1 RF6-1 RF5-1 HF4-1 SIDEWALL FRAMING: FRAME LINE E ISSUE t DET. CHK DATE RCE INVESTMENT GROUP, LLC cusmmm* TRUMP PLACE, BOAT & RV STORAGE JW m: I OAM 8142R3 4 23 LOCAIMOM ZEPYRHILLS FL 33542 F� NG T. my PAGE 3 DJH [SCAMNONE ,.: r :�{ 1 - 12{ EN DWALL FRAMING: FRAME LINE 1 NOTE: THE FRAMING AS DEPICTED ABOVE IS DESIGNED TO ACCOMMODATE 24' WIDE FUTURE BAY ADDITION. 6 EN D'WALL FRAMING: FRAME LINE NOTE: THE FRAMING AS DEPICTED ABOVE IS NOT DESIGNED TO ACCOMMODATE ANY FUTURE EXPANSION. Eu 1nt�, 12 12 �1I- bTFAbb I -UN I-HAMt INbl (INSET MAY VARY) (2) #1 Ox1.00" PURLIN ' SCREWS PURLIN RAKE ANGLE l � ._� 127% 24", 36" OR 48" *(2) M.5x1.25 E4o IY 0 UNLESS NOTED ON DRAWING 2. FLANGE (2-) M.5x 1.25 BRACE WmIllsol PER BRACE -'' (IF REQUIRED). `RAFTER RAFTER [MAINFRAME] [MAINFRAME] DETAIL NA 0ll 1, PURLIN TO ENDWALL RAFTER Q-2 CABLE INSTALLATION DETAIL e—COLUMN OR RAFTER HILLSIDE FLAT -FLAT WASHER THREADED END NUT NOTE: WHEN FLUSH GIRTS/PURLINS ARE USED, FIELD SLOT GIRT OR PURLIN AS REQ'D FOR CABLE/ROD PASSAGE THROUGH PURLIN/GIRT. i PURLINS HAVE UNEQUAL FLANGE LEGS FOR LAPPING PURLINS TOGETHER. LAP SMALL FLANGE INSIDE OF LARGER FLANGE AS SHOWN.. LAP SMALL 'FLG, EAVE STRU i— *(6)M.5X 1 .25 URGE FLG. 10 ° 1 0 � ,k UNLESS NOTED 0 N . DRAWING 2. AlLi 0 v COLUMN �4"rOR [MAINFRAN o PURLIN TO MAINFRAME RAFTER CONT. TAPE SEAL(TQP OF CLOSURE) I/S CLOSURE #14 SD SCREW �12" ON CENTER) G UTTER 17X" BOTTOM OF — GUTTER - AND FOLD TABS INTO D SPOUT DOWNSPOUT- DWNSPOUT STRAP 4.5x1.25 r- Alk I- STRUT 1.5x1,25 SECTION ELEVATION w = UNLESS NOTED ON ROOF FRAMING PLAN *UNLESS NOTED ON DRAWING 2. uEAVE STRUT CONNECTION AT MAINFRAME � EAVE STRUT TO RIGID FRAME #14 SCREW GUTTER STRAP (1 PER STRAP) F 36" O.C. FOR S24" O.C. FOR LG. D GUTTER) GUTTER) �14 SCREW 2 PER STRAP) 14 SD SCREW----�"� � TEK 5 SCREW t3 PER STRAP) (WHEN NO WALL PANELS ARE NOTE: INSTALL GUTTER STRAPS 3'-0 ON CENTER. NOTE: INSTALL D'SPOUT STRAPS 5'-0" ON CENTER. CORN FT-0 1 1 Box GUTTER DETAIL GUTTER END DETAIL ISSUE DET ` CHK DATE RCE INVESTMENT GROUP, LLC TRUMP PLACE BOAT & RV STORAGE N 8142R3 L 24 23 ER `RHILLS FL 33542 AA�m WE FRAMING DETAILS PAGE 5 DJH SPIN NONE 0 0 TOP BOLTS, SEE 0 0 DRAWING FOR SIZE, 0 0 INTERMEDIATE BOLTS, THE NUMBER OF TOP OR BOTTOM BOLTS GREATER THAN FOUR. 0 0 J ::]--BOTTOM BOLTS, SEE PFAV Rny fo 0 DRAWING FOR SIZE, TRIM_4, _z PEAK BOX DETAIL I f EXTENSION BEYOND FLANGE IS OPTIONAL, AT TOP & BOTTOM, BOLTED END PLATE CONNECTION STRUCTURAL BOLTED CONNNECTIONS REFER TO COVER PAGE "GENERAL NOTES" PARAGRAPH 2; C 7f , SECTION )19" FOR INSTRUCTIONS ON TIGHTENING ALL A325 AND A490 CONNECTION BOLTS. TRIM NOTES: [1] SEAL TRIM SPLICES WITH TUBE CAULK. [2] SECURE GUTTER SPLICES AND END PLUGS WITH RIVETS. [3] SECURE ALL OTHER ROOF TRIM SPLICES WITH TRIM SCREWS UNLESS NOTED OTHERWISE. [4] TRIM SCREWS ARE LOCATED 24" ON CENTER UNLESS NOTED OTHERWISE. [5] STD. TRIM SPLICES ARE 3" TOTAL UNLESS NOTED OTHERWISE. MORTISE PREPPED PERSONNEL DOORS ALL MORTISE PREPPED PERSONNEL DOORS COME AS RIGHTHAND REVERSED SWING. (i.e. STANDING ON THE OUTSIDE OF THE BUILDING FACING THE DOOR, THE LOCK WILL BE ON THE LEFTHAND SIDE OF THE DOOR AND THE DOOR WILL SWING OUTWARD FROM THE BUILDING. ) ANY FIELD MODIFICATIONS ARE THE RE— SPONSIBILITY OF THE ERECTOR AND MBM IS NOT LIABLE FOR LABOR CHARGES NOR DAMAGES DUE TO ERROR. ISSUE DU CHIC DATE RCE INVESTMENT GROUP, LLC CUMMElt TRUMP PLACE BOAT & RV STORAGE JOB NO; 8142R3 DAM 8/24/23 Zg!�tRHILLS, F1 53-5.44, Down MUL ERA,M)NG ]Da!LS, ommm NO; I, MWN By: ofEckm m PAGE 5.1 DJH SPINNONE I 3 1 ROOF SHEETING PLAN PANELS: 26 GA. PBR — CRIMSON RED "TRIM TABLE R.QQ, F -PLAN, Panel Start r-M114LA-0 m ir\fivl DfMWN BY CH KD h PAGE 6 DJ .-- ISPW mil I (SEE DETAILS FO PANEL END INSIDE CLO' (TAPE SEAL AND BOTTOI I NOTES: CONTINUOUS IAPE SEAL (IF REQUIRED)f���% [1] ALL END LAPS MUST BE A MINIMUM OF 6 [2] METAL SHAVINGS MUST BE SWEPT FROM THE ROOF EACH DAY DURING ERECTION TO PREVENT SURFACE RUSTING. [3] TAPE SEAL MUST BE APPLIED WITH NO GAPS OR BREAKS. [4] #12 SCREWS ARE USED TO ATTACH THE PANEL TO THE PURLINS. #14 LAP SCREWS ARE USED AT THE PANEL -TO - PANEL ATTACHMENTS. ALL FASTENERS ARE SELF -DRILLING. rm*t I r- r- /-% r-It & A r- rl% D(F RIDGE SHOWN (GABLED), S EBELOW FOR ALTERNATE DETAIL TO BE VIEWED, WHEN BUILDING IS SINGLE SLOPED. 2 1. /Zo 2 1/2" 2 1/ -2 ", 12 .PANEL ATTACHMENT AT PANEL END PURLIN, EAVE STRUT, AND PANEL END LAPS) 12?$ = #12 SCREW EL ATTACHMENT AT INTERMEDIATE MEM H/S PURLIN SHOWN. (PURLIN MAY BE SUBSTITUTED WITH AN EAVE STRUT; SEE PLANS) Fk D T N N 00 4354 N 00 54 00 T, 10 STATE OF 0,s 411 00 0* 0 ICJ 0 R 0 �- LAP SCREW CONTINUOUS TAPE SEAL SIDE LAP Rs N AME! T (Gutter with 9 v DOWNSPOUTS) OPEN TO REMAIN SIDEWALL TRIM.- FRAME LINE A ME f, Id A y (Gutter with 9 DOWNSPOUTS) D 7- E N 4V EAVE EXTENSION I ISSUE I DET I CHK [ DATE I I RCE INVESTMENT GROUP, LLC TRUMP PLACE BOAT & RV STORAGE T i " 12 c 12 NOTE: THE FRAMING AS DEPICTED ABOVE IS DESIGNED TO ACCOMMODATE 24' WIDE FUTURE BAY ADDITION. ENDWALL& TRIM: FRAME LINE 9 NOTE: THE FRAMING AS DEPICTED ABOVE IS NOT DESIGNED TO ACCOMMODATE ANY FUTURE EXPANSION. 12 #14 SCREW-%, ROLL CAU- L!5.o., (24 11 0. C.) ROOF PANEL no PURLIN PURLIN (BY M.B.M.) ATTACHMENT BY OTHERS DO .NOT DRILL HOLES INTO THE FLANGES —CLAMP NOTE: M.B.M. only provides the Flange C—Clamp : not roof purlin. All ether material EAVE COVER TRIM an acceptable connection and hardware is by others. (IF PRESET r, vended Connection Detail MANY FACTORS BEYOND THE CONTROL OF THE METAL BUILDING SUPPLIER AFFECT THE ABILITY OF A PURLIN TO SAFELY SUPPORT HANGING LOADS COMBINED WITH OTHER REQUIRED ROOF LOADS. DUE TO THE VARIABLES INVOLVED IN HANGING LOADS AND THEIR ATTACHMENTS TO THE PURLINS, THE METAL BUILDING SUPPLIER CANNOT ASSURE THAT THE PURLINS FOR A PARTICULAR BUILDING PROJECT CAN SAFELY SUPPORT THE MAXIMUM ALLOWABLE HANGING LOADS IN COMBINATION WITH OTHER ROOF LOADS. IT IS THE RESPONSIBILITY OF THE HANGER SYSTEM INSTALLER TO COORDINATE WITH THE ENGINEER OF RECORD FOR THE OVERALL PROJECT TO ENSURE A SAFE HANGING LOAD INSTALLATION. THE METAL BUILDING ENGINEER IS NOT THE ENGINEER OF RECORD FOR THE OVERALL PROJECT. WITHOUT SPECIFIC CERTIFICATION FOR INDIVIDUAL HANGING LOADS, THE NET EFFECTS OF APPLIED HANGER LOADS INSTALLED ON A PARTICULAR PURLIN SHALL NOT EXCEED THE NET EFFECTS OF THE CERTIFIED UNIFORMLY APPLIED DESIGN COLLATERAL LOAD. HANGING LOADS SHOULD NOT BE APPLIED TO THE PURLIN LIP. INHERE PERMISSIBLE, THE BEST PRACTICE FOR HANGING LOADS IS TO ATTACH TO THE PURLIN WEB USING A BOLT AND NUT, OR SELF —DRILLING SCREWS. HANGING UNIFORM LOADS SUCH AS SPRINKLER MAINS OR HVAC EQUIPMENT SHOULD BE DISTRIBUTED OVER SEVERAL PURLINS, AND SHOULD NEVER EXCEED THE COLLATERAL LOAD ALLOWANCE FOR THE ROOF SYSTEM. FOR UNIFORM LOADS THAT RUN PARALLEL TO THE PURLINS, IT MAY BE NECESSARY TO USE TRANSVERSE: SUPPORT CHANNELS( A. A. TRAPEZE BEAMS) ATTACHED TO THE WEBS OR FLANGE OF ADJACENT PURLINS TO SPREAD THE LOAD BETWEEN TWO OR MORE PURLINS. IN SUCH CASES, CONTACT THE BUILDING MANUFACTURER OR A LOCAL PROFESSIONAL ENGINEER PRIOR TO ATTEMPTING TO HANG LOADS FROM THE PURLINS GUTTER 00 NOT INSTALL GUTTER WITH OUTSIDE FACE PERPENDICULAR TO THE GROUND. !j Ll DOWNSPOUT OFFSET GUIDE FOR SIDEWALLS WITHOUT WALL PANELS (REFER TO TRIM DETAILS FOR STRAP AND FASTENER INSTALLATION INSTRUCTIONS!) INSTALL GUTTER WITH OUTSIDE FACE PERPENDICULAR TO THE ROOF. GUTTER STRAIC DOWNSF FLG I� P� DOWNc OFF; [TYP E 'A' W Z O F_ C C CL `� E— LL W FLG DOWNSPOUT OFFSET GUIDE FOR PARTIAL SIDEWALLS WITH WALL PANELS (REFER TO TRIM DETAILS FOR STRAP AND FASTENER INSTALLATION INSTRUCTIONS!) ISSUE ';_ DET CHI DATE RCE INVESTMENT GROUP, LLC gym: TRUMP PLACE BOAT & RV STORAGE w+Q 1 TRUMP PLACE BOAT AND RV STORAGE ELECTRICAL DESIGN AT: 3972 TRUMP PLACE ZEPHYRHILLS, FL 33542 Pi O z I Q�W>'—'CO -0ZCf) I No 80467 STATE OF This item has � Ic been digitally o signed and sealed C) by Cory A. Glass, �k PE on the date W adjacent to the a seal using a Digital Signature. Printed copies of this document are a not considered signed and sealed and the SHA authentication code must be verified on any C) electronic copies. U 1 E Lo 0 o, ''zn � � � � R P OJECT SITE ® w w J _o LFc�� per/�// Y� -a �,, _ a �JM O grc L 0 C � M U J C2 ; p°� A ! � J W _0 _m N NULL f�^ VICINITY MAP CS E0.0 E0.1 E0.2 E1.0 E2.0 SHEET INDEX DESCRIPTION COVER SHEET ELECTRICAL NOTES, SYMBOLS LEGEND AND ABBREVIATIONS ELECTRICAL DETAILS ELECTRICAL DETAILS SITE PLAN SCHEDULES & POWER RISER DIAGRAM PROFESSIONAL STATEMENT TO THE BEST OF THE ENGINEER'S KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE FIRE SAFETY STANDARDS AS DETERMINED BY THE LOCAL AUTHORITY IN ACCORDANCE WITH FLORIDA STATUTES. SHEET DESCRIPTION: COVER SHEET KTK JIW CAG BY: ENG: APPRV: S H E E T CS 0 %/5/2023 RECEPTACLES SYMBOL DESCRIPTION MOUNTING 0 DUPLEX RECEPTACLE 120V, 20A 18" AFF OR AS NOTED DUPLEX RECEPTACLE 120V, 20A 44" AFF OR 6" ABOVE (COUNTER HEIGHT (TYP.)) COUNTER QUAD RECEPTACLE 120V, 20A 18" AFF OR AS NOTED Kb DUPLEX RECEPTACLE W/ USB PORTS 18" AFF OR AS NOTED 120V, 20A DUPLEX RECEPTACLE AS NOTED �y (EXISTING TO REMAIN) DUPLEX RECEPTACLE 18" AFF OR AS NOTED (HALF SWITCHED) 120V, 20A DUPLEX RECEPTACLE 120V, 20A CONDUIT ON FLOOR (PEDESTAL BOX) SERVICE FITTING QUADRAPLEX RECEPTACLE CONDUIT ON FLOOR 120V, 20A (PEDESTAL BOX) SERVICE FITTING ® SPECIAL PURPOSE RECEPTACLE SEE POWER SHEET FOR DETAIL CORD DROP RECEPTACLE SEE POWER SHEET FOR DETAIL DUPLEX QUAD FLOOR 120V AND DATA SQUARE FLUSH WITH FLOOR NEI CEILING 120V DUPLEX SQUARE FLUSH WITH CEILING RECEPTACLE NOTATIONS GFCI GROUND FAULT CIRCUIT INTERRUPTER GFCl/WP GROUND FAULT CIRCUIT INTERRUPTER / WEATHERPROOF WP WEATHERPROOF F FLUSH W/FLOOR ETR EXISTING TO REMAIN LIGHTING CONTROLS SYMBOL DESCRIPTION MOUNTING SINGLE POLE SWITCH 48" AFF OR AS NOTED (INDICATES LIGHTS CONTROLLED) 3 WAY SWITCH 48" AFF OR AS NOTED DIMMER SWITCH 48" AFF OR AS NOTED �V tD LOW VOLTAGE SWITCH. "LVD" TO 48" AFF OR AS NOTED DENOTE LOW VOLTAGE DIMMER. OCCUPANCY SENSOR SWITCH 48" AFF OR AS NOTED OS OCCUPANCY SENSOR ON CEILING OR AS NOTED POWER PACK ABOVE CEILING CEILING MOUNTED INTERIOR ON CEILING OR 0 DAYLIGHT HARVESTING PHOTOCELLSENSOR AS NOTED FIRE ALARM SYMBOL DESCRIPTION MOUNTING FIRE ALARM SMOKE DETECTOR ON CEILING OR AS NOTED FIRE ALARM SMOKE WALL MTD. 6" DETECTOR (WALL MOUNTED) BELOW CLG. DUCT TYPE SMOKE DETECTOR IN HVAC DUCTWORK FIRE ALARM CONTROL PANEL 60"FAFF TOPTED OACP OR AS NOO F60"AAP FIRE ALARM ANNUNCIATOR AFF TOPTED OR AS NOO O O SMOKE DAMPER IN HVAC DUCTWORK FLOW AND TAMPER SWITCH AS NOTED 80" AFF OR J FIRE ALARM VISUAL STROBE SEE NOTE BELOW FIRE ALARM SPEAKER/VISUAL 80" AFF OR STROBE SEE NOTE BELOW FIRE ALARM HORNNISUAL 80" AFF OR STROBE SEE NOTE BELOW FIRE ALARM SPEAKER ONLY 80" AFF SEE NOTE BELOW m FIRE ALARM MANUAL PULL 48" AFF OR AS NOTED STATION DUCT DETECTOR REMOTE 48" AFF OR TEST / RESET SWITCH AS NOTED ® RELAY MODULE AS NOTED ® MONITOR MODULE AS NOTED ® DUAL MONITOR MODULE AS NOTED LOW VOLTAGE & DATA SYMBOL DESCRIPTION MOUNTING >1WAP WIRELESS ACCESS POINT AS NOTED LOW VOLTAGE DUPLEX RECEPTACLE DENOTES 0 (NUMBER QUANTITY OF 18" AFF OR AS NOTED COUNTER HEIGHT, LOW VOLTAGE DUPLEX RECEPTACLE (NUMBER ABOVE COUNTER 2 DENOTES QUANTITY OF PORTS) TTB TELEPHONE TERMINAL BOARD AS NOTED CABLE TV WALL JACK AS NOTED SECURITY SYMBOL DESCRIPTION MOUNTING ® CARD READER AS NOTED ® DOOR CONTACT 72" AFF OR AS NOTED ® KEYPAD 48" AFF OR AS NOTED ® MOTION DETECTOR AS NOTED ® ELECTRIC STRIKE AS NOTED INTERIOR LUMINAIRES SYMBOL DESCRIPTION MOUNTING 2x2 LAY -IN FIXTURE SEE FIXTURE EMERGENCY POWER SCHEDULE 2x2 LAY -IN FIXTURE SEE FIXTURE NL (NL- DENOTES NIGHTLIGHT) SCHEDULE 2x4 LAY -IN FIXTURE SEE FIXTURE khhkh. EMERGENCY POWER SCHEDULE 2x4 LAY -IN FIXTURE SEE FIXTURE NL (NL - DENOTES NIGHTLIGHT) SCHEDULE Ix4FT STRIP FIXTURE SEE FIXTURE EMERGENCY POWER SCHEDULE Ix4FT STRIP FIXTURE SEE FIXTURE SCHEDULE SEE FIXTURE EMERGENCY FIXTURE SCHEDULE EMERGENCY EXIT SEE FIXTURE COMBINATION FIXTURE SCHEDULE ® EXIT FIXTURE - DIRECTION SEE FIXTURE DENOTED SCHEDULE 0 REMOTE EMERGENCY HEAD SEE FIXTURE SCHEDULE SEE FIXTURE PENDANT FIXTURE SCHEDULE Q 6" DOWN LIGHT (RECESSED) SEE FIXTURE EMERGENCY FIXTURE SCHEDULE O 6" DOWN LIGHT (RECESSED) SEE FIXTURE SCHEDULE LIGHT FIXTURE, WALL BRACKET SEE FIXTURE ' Y SCHEDULE LIGHT FIXTURE (EXISTING) SEE FIXTURE WALL WASH FIXTURE SCHEDULE SEE FIXTURE TRACK FIXTURE SCHEDULE EXHAUST FAN / LIGHT COMBO SEE FIXTURE SCHEDULE EXHAUST FAN SEE FIXTURE SCHEDULE O HIGH BAY FIXTURE (ROUND) SEE FIXTURE SCHEDULE HIGH BAY FIXTURE (RECTANGLE) SEE FIXTURE SCHEDULE CEILING FAN WITH LIGHT SEE SCHEEDULEDULEE FIXTURE SEE FIXTURE COHANGING (CHANDELIER) SCHEDULE EXTERIOR LUMINAIRES SYMBOL DESCRIPTION MOUNTING SEE FIXTURE POLE MOUNTED LIGHT FIXTURE SCHEDULE SEE FIXTURE WALL PACK FIXTURE SCHEDULE ® BOLLARD / PATHWAY FIXTURE SEE FIXTURE SCHEDULE FLOODLIGHT FIXTURE SEE FIXTURE y SCHEDULE POWER DISTRIBUTION SYMBOL DESCRIPTION MOUNTING METER AS NOTED Aft PANELBOARD. 120/208V OR 120/240V SEE PANEL SCHEDULE menPANELBOARD. 277/480V SEE PANEL SCHEDULE TRANSFORMER AS NOTED I� DISCONNECT SWITCH AS NOTED FUSED DISCONNECT SWITCH AS NOTED 403 (SIZE / FUSE // # OF POLES) I� ENCLOSED CIRCUIT BREAKER. AS NOTED DISCONNECT SWITCH WITH AS NOTED MOTOR STARTER. ® MOTOR STARTER. AS NOTED SM MOTOR STARTER SWITCH WITH AS NOTED OVERLOAD RELAYS AS REQUIRED. MOTOR. AS NOTED ® ELECTRIC DUCT HEATER. AS NOTED ® POWER POLE AS NOTED ATS AUTOMATIC TRANSFER SWITCH. AS NOTED Fril MANUAL TRANSFER SWITCH. AS NOTED ®�® JUNCTION BOX OR 4 SQUARE BOX. AS NOTED CONDUIT / WIRING AND GROUNDING SYMBOL DESCRIPTION MOUNTING DRIVEN ROD (UNLESS NOTED OTHERWISE) CONDUIT CONCEALED IN NUMBER OF WIRES INDICATED CEILING SPACE OR WALL AS FOLLOWS H0 jNEUTRAL CONDUIT CONCEALED IN CEILING SPACE OR WALL TWO WIRES Ho THREE WIRES HOME RUN TO PANEL (HASH MARKS INDICATE FOUR WIRES Ho?v "�rEVTx NUMBER OF WIRES) �� CONDUIT RUN EXPOSED L� / LOW VOLTAGE WIRING O CONDUIT RUN UP AS SHOWN • CONDUIT RUN DOWN AS SHOWN MECHANICAL UNITS SYMBOL DESCRIPTION MOUNTING IN AIR HANDLER AS NOTED CU-1 aCONDENSING UNIT AS NOTED RP-1 RECIRCULATING PUMP AS SHOWN Iwi. INSTA-HOT WATER HEATER AS SHOWN ELECTRICAL DEVICES TO BE REMOVED OR RELOCATED r ELECTRICAL DEVICES TO REMAIN NEW ELECTRICAL DEVICES OO REFERS TO LIKE NUMBER KEY NOTES NOTE: ALL ITEMS IN LEGEND MAY NOT NECESSARILY APPEAR ON THE PLANS. ABBREVIATIONS AFC - AVAILABLE FAULT CURRENT AFF - ABOVE FINISHED FLOOR AHU - AIR HANDLING UNIT BFG - BELOW FINISHED GRADE C - CONDUIT CW - COOL WHITE CU - CONDENSING UNIT CKT - CIRCUIT DACP - DOOR ALARM CONTROL PANEL DN -DOWN EF - EXHAUST FAN EG - EQUIPMENT GROUND ENCL -ENCLOSURE EWC - ELECTRIC WATER COOLER EWH - ELECTRIC WATER HEATER ETR - EXISTING TO REMAIN PNL -PANEL EOP - EDGE OF PAVEMENT EXP - EXPLOSION PROOF FCU - FAN COIL UNIT FHP - FRACTIONAL HORSE POWER FLA - FULL LOAD AMPERES G -GROUND GFI - GROUND FAULT INTERRUPTER HID - HIGH INTENSITY DISCHARGE HORIZ - HORIZONTAL IG - ISOLATED GROUND LW - LIGHT WHITE HP - HORSEPOWER / HEAT PUMP HVAC - HEATING, VENTILATING, AIR CONDITIONING JB - JUNCTION BOX LRA - LOCKED ROTOR AMPERES MCB - MAIN CIRCUIT BREAKER MLO - MAIN LUGS ONLY N -NEUTRAL NL - NIGHT LIGHT OB - OUTLET BOX PB - PULL BOX, PUSHBUTTON PS - PAY STATION RECEPT -RECEPTACLE SF - SUPPLY FAN SPEC - SPECIFICATIONS SPD - SURGE PROTECTION DEVICE SWECS - SMOKE WARNING EMERGENCY CALL SYSTEM TL - TWISTLOCK TTB - TELEPHONE TERMINAL BOARD TVTB - TELEVISION TERMINAL BOARD VERT - VERTICAL WM - WATT MISER WP -WEATHERPROOF WW - WARM WHITE XFMR - TRANSFORMER GENERAL NOTES 1. ALL WORK IS TO COMPLY WITH THE 2017 NATIONAL ELECTRIC CODE AND THE 7TH EDITION, 2020 FLORIDA BUILDING CODE, AND ALL LOCAL CODES OR REGULATIONS THAT MAY APPLY TO THE PROJECT. 2. THE ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR MAKING A SITE VISIT IN ORDER TO IDENTIFY EXISTING CONDITIONS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THAT ANY ELECTRICAL SYSTEMS TO REMAIN ARE CODE COMPLIANT. 3. THE ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING TEMPORARY POWER AND TEMPORARY LIGHTING AS REQUIRED FOR THE DURATION OF THE PROJECT. 4. THE ELECTRICAL CONTRACTOR IS REQUIRED TO PROVIDE A WORKMANSHIP WARRANTY OVER THE PERIOD OF ONE YEAR AFTER PROJECT COMPLETION THAT IS SUFFICIENT TO COMPLY WITH THE PROJECT CONTRACT. 5. THE ELECTRICAL CONTRACTOR IS TO PROVIDE A COMPLETE SET OF MARKED UP ELECTRICAL "AS BUILT" DRAWINGS TO THE GENERAL CONTRACTOR UPON COMPLETION OF THE PROJECT. 6. THE ELECTRICAL CONTRACTOR IS TO PROVIDE AN OPERATION AND MAINTENANCE MANUAL FOR ALL EQUIPMENT REQUIRING MAINTENANCE ASSOCIATED WITH THE PROJECT. 7. THE ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL WORK WITH OTHER TRADES IN ORDER TO NOT INTERFERE WITH THE OVERALL PROJECT SCHEDULE. 8. IF A DISCREPANCY IS FOUND BETWEEN THE ELECTRICAL PLANS AND THE SPECIFICATIONS, THE MOST STRINGENT REQUIREMENT SHALL GOVERN UNLESS WRITTEN APPROVAL IS GRANTED FROM THE ARCHITECT OR ENGINEER. 9. ALL BREAKER, DISCONNECT AND WIRE SIZING MUST BE CONFIRMED BY THE ELECTRICAL CONTRACTOR PRIOR TO ROUGHIN. SUBMITTALS AND SHOP DRAWINGS 1. PRIOR TO PROCUREMENT, THE CONTRACTOR IS REQUIRED TO PROVIDE SUBMITTALS AND SHOP DRAWINGS TO THE GENERAL CONTRACTOR, ENGINEER, AND ARCHITECT FOR APPROVALS. 2. IT IS THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR TO ENSURE THE SUBMITTED PRODUCTS WILL FORM A COMPLETE, FUNCTIONAL, AND CODE COMPLIANT ELECTRICAL SYSTEM. WIRING AND RACEWAYS 1. NO WIRING IS TO BE SMALLER THAN #12 AWG UNLESS OTHERWISE NOTED. 2. EACH CIRCUIT IS TO BE INSTALLED WITH A DEDICATED NEUTRAL UNLESS OTHERWISE NOTED. 3. THE CONDUCTORS FOR FEEDERS AND BRANCH CIRCUITS COMBINED SHALL BE SIZED FOR A MAXIMUM AT 5% VOLTAGE DROP TOTAL PER FBC C405.5.3. 4. TYPE MC CABLING IS ACCEPTABLE UNLESS PROHIBITED BY THE SPECIFICATIONS OF THE PROJECT, OR THE NATIONAL ELECTRIC CODE DUE TO THE OCCUPANCY TYPE OF THE PROJECT. 5. NONMETALLIC CABLING (ROMEX) SHALL NOT BE USED. 6. ALL WIRING IS TO BE SIZED ACCORDING TO THE NEC. 7. IT IS THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR TO UPSIZE ALL CONDUIT AND WIRING WHEN REQUIRED DUE TO VOLTAGE DROP POSED BY ONSITE CONDITIONS. 8. PROVIDE COMPLETE RACEWAYS FOR ALL SYSTEMS AS REQUIRED BY THE NEC AND LOCAL CODES. TYPE PVC, EMT, AND RMC ARE PERMITTED AS REQUIRED BY THE LOCAL CODE. 9. A GROUND CONDUCTOR IS TO BE SUPPLIED IN ALL RACEWAYS. SIZE THE GROUND CONDUCTOR PER THE NEC, OR AS SHOWN ON THE PLAN, WHICHEVER IS LARGER. 10. RACEWAYS ARE TO BE CONCEALED AND EQUIPMENT IS TO BE FLUSH MOUNTED, UNLESS OTHERWISE NOTED, OR WHEN ONSITE CONDITIONS MAKE CONCEALING OR FLUSH MOUNTING IMPOSSIBLE. 11. WHEN A RACEWAY PENETRATES A FIRE WALL OR FLOOR, THE RACEWAY IS TO BE SEALED IN A MANNER WHICH WILL MAINTAIN THE RATING OF THE WALL OR FLOOR. 12. MINIMUM CONDUIT SIZE IS TO BE 3/4 INCH, UNLESS OTHERWISE NOTED. 13. FLEXIBLE CONDUIT IS ALLOWABLE IN LENGTHS OF C OR LESS, WHEN IT IS MORE PRACTICAL TO MAKE CONNECTIONS TO EQUIPMENT. 14. SEALTITE FLEXIBLE CONDUIT IS TO BE USED IN OUTDOOR APPLICATIONS. 15. THE RACEWAY SYSTEM AS A WHOLE IS REQUIRED TO COMPLY WITH ALL NEC AND LOCAL CODE REQUIREMENTS. GROUNDING 1. THE ELECTRICAL SYSTEM IS TO BE GROUNDED IN ITS ENTIRETY PER THE NEC. 2. THE TELEPHONE / NETWORK BOARD IS TO HAVE NO. 6 AWG GROUND WIRE TO THE MAIN SERVICE GROUND. 3. ALL METALLIC EQUIPMENT INCLUDING RACEWAYS, PANELBOARDS, DISCONNECTS, BOXES, ARE TO BE CONNECTED TO THE GROUNDING SYSTEM PER NEC REQUIREMENTS. 4. THE SERVICE GROUND IS TO BE SIZED ACCORDING TO NEC REQUIREMENTS AND IS TO BE CONNECTED TO BUILDING STEEL, COLD WATER PIPING, CONCRETE ENCASED STEEL, AND GAS PIPING IF REQUIRED. TlUAt 7Tf"U Q 1. LIGHT SWITCHES ARE TO BE MOUNTED 48 INCHES ABOVE FINISHED FLOOR TO THE TOP OF THE DEVICE, UNLESS OTHERWISE NOTED. 2. RECEPTACLES ARE TO BE MOUNTED 18 INCHES ABOVE FINISHED FLOOR TO THE CENTERLINE OF THE DEVICE, UNLESS OTHERWISE NOTED. 3. THE COLOR AND STYLE OF OUTLETS AND SWITCHES ARE TO BE DETERMINED BY THE CLIENT. 4. RECEPTACLES ARE TO BE GFCI TYPE WHERE NOTED. 5. PROVIDE TAMPER -RESISTANT RECEPTACLES IN OCCUPANCIES WHERE REQUIRED BY NEC 2017, 406,12. 6. RECEPTACLES AND SWITCHES ARE TO BE FLUSH MOUNTED UNLESS OTHERWISE NOTED. 7. IT IS THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR TO ENSURE COMPATIBILITY OF SPECIAL RECEPTACLES WITH THE EQUIPMENT THEY ARE INTENDED TO SERVE. 8. ALL EXTERIOR RECEPTACLES AND RECEPTACLES SUBJECT TO MOISTURE MUST BE OF GFCI TYPE REGARDLESS OF THE TYPE SHOWN ON THE ELECTRICAL PLANS. 9. ALL EXTERIOR RECEPTACLES AND SWITCHES ARE REQUIRED TO BE INSTALLED WITH WEATHERPROOF "IN USE" TYPE COVERS. 10. DEVICES ARE SHOWN ON THE ELECTRICAL PLANS FOR A REFERENCE LOCATION ONLY. COORDINATE EXACT LOCATION WITH ARCHITECTURAL PLANS AND OTHER TRADES. NOTE ANY CHANGES ON THE "AS BUILT" SET OF ELECTRICAL PLANS. SWITCHGEAR 1. PANELBOARDS AND LOAD CENTERS ARE TO BE SQUARE D OR APPROVED EQUAL. 2. PANELBOARDS AND LOAD CENTERS ARE TO BE PROVIDED WITH TRANSIENT VOLTAGE SURGE SUPPRESSION AS DESCRIBED IN THE ELECTRICAL PLANS. 3. DISCONNECTS ARE TO BE HEAVY DUTY TYPE AND ARE TO BE FUSED WHERE THE EQUIPMENT IS NOT SUPPLIED BY THE APPROPRIATE BREAKER. 4. ALL NEW BREAKERS ADDED TO EXISTING PANELS ARE TO MATCH THE EXISTING PANEL MANUFACTURER AND AIC RATING OF THE EXISTING BREAKERS. 5. THE LOCATIONS OF ALL SWITCHGEAR, PANELS, DISCONNECTS, MCC'S, ETC. IS APPROXIMATE. CONSULT OWNER PRIOR TO ROUGH IN OF EQUIPMENT. 6. PROVIDE TYPED PANEL SCHEDULES/DIRECTORIES FOR ALL PANELS UPON COMPLETION OF THE PROJECT. ENSURE THAT THE SCHEDULES PROVIDED REFLECT THE "AS BUILT" CONDITION AND ARE NOT SIMPLY COPIES OF THE PANEL SCHEDULES FROM THESE PLANS. IF AN EXISTING PANEL IS MODIFIED, IT IS ACCEPTABLE TO ADD THE MODIFICATION TO THE EXISTING SCHEDULE IN THE MANNER THE EXISTING SCHEDULE WAS ORIGINALLY CREATED. 7. PROVIDE ENGRAVED PLASTIC LAMINATE NAME TAGS ON THE FRONT OF ALL PANELS, DISCONNECTS, TRANSFORMERS AND OTHER SWITCHGEAR. LABEL THE EQUIPMENT TO MATCH THE AS BUILT DRAWINGS TO ENSURE MAINTENANCE PERSONNEL ARE PROVIDED THE INFORMATION THEY NEED TO QUICKLY IDENTIFY THE ELECTRICAL SYSTEM. 8. PROVIDE ALL OTHER IDENTIFICATION AS REQUIRED PER ANSI, NEC, AND ANY OTHER APPLICABLE STANDARDS / SPECIFICATIONS. 9. IT IS THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR TO VERIFY ALL NEC CLEARANCE REQUIREMENTS ARE MET BEFORE THE ROUGH -IN OF ANY EQUIPMENT. THE LAYOUT OF SWITCHGEAR AND OTHER EQUIPMENT ON THE PLANS IS DIAGRAMMATICAL ONLY. 10. IT IS THE SOLE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR TO ENSURE THE METERING SCHEME SHOWN ON THESE PLANS CONFORM TO THE SPECIFICATIONS OF THE LOCAL UTILITY COMPANY GOVERNING THIS PROJECT. THE LOCAL UTILITY'S METERING STANDARDS BOOK NEEDS TO BE RESEARCHED BY THE ELECTRICAL CONTRACTOR PRIOR TO ORDERING OF MATERIALS. 11, IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE AVAILABLE FAULT CURRENT CALCULATIONS ON THIS PLAN SET. CALCULATIONS WITHIN THIS PLAN SET ARE BASED ON TRANSFORMER, AND CONDUCTOR INFORMATION THAT MAY OR MAY NOT REFLECT THE ACTUAL INSTALLATION ON THE PROJECT SITE. ANY DESCREPANCIES INCLUDING THE AVAILABLE FAULT CURRENT AT UTILITY TRANSFORMERS MUST BE BROUGHT TO THE ENGINEER'S ATTENTION PRIOR TO ORDERING ANY EQUIPMENT. LIGHTING 1. CONNECT ALL EXIT SIGNS, EGRESS FIXTURES, AND NIGHT LIGHTS ON THE UNSWITCHED LEG OF A LOCAL LIGHTING CIRCUIT. 2. MINIMUM EMERGENCY ILLUMINATION OF 1 FOOTCANDLE AT FLOOR LEVEL ALONG THE PATH OF EGRESS FOR 90 MINUTES IS REQUIRED. EMERGENCY LIGHTING FIXTURES SHALL BE ARRANGED BY THE CONTRACTOR TO ACCOMPLISH THIS REQUIREMENT. 3. REFER TO THE ARCHITECTURAL CEILING PLAN FOR EXACT FIXTURE LOCATIONS. 4. MULTIPLE FIXTURES MAY HAVE OPTIONS FOR MOUNTING IN GRID, OR DRYWALL CEILINGS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THE PROPER MOUNTING HARDWARE AND TRIM PIECES ARE ORDERED BASED ON THE CEILING TYPES SHOWN IN THE ARCHITECTURAL PLANS. 5. ALL FIXTURES AND CONTROLS ARE FURNISHED AND INSTALLED BY THE ELECTRICAL CONTRACTOR, UNLESS OTHERWISE NOTED. PROFESSIONAL STATEMENT TO THE BEST OF THE ENGINEER'S KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE FIRE SAFETY STANDARDS AS DETERMINED BY THE LOCAL AUTHORITY IN ACCORDANCE WITH FLORIDA STATUTES. F4 w W O z I Q:�W>'-'(O'-'OZU) I This item has been digitally It signed and sealed � by Cory A. Glass, :44:: PE on the date °pppppo-e000po W adjacent to the a' seal using a No 80467 % %Digital Signature. Cn * a -Printed copies of U/ STATE OF -�o. this document are a not considered 4`ONAt��°p0° 'eeaan®eo-appp°°0 signed and sealed and the SHA authentication code must be verified on any 0 electronic copies. U U 6) C� co D'CO ) W U '� rn ® _ �w w-FU U c 0.0 L '0M_a OJCM O ��oM I- wJ L CUCom0 W Co w Co `4 °U CD NNE` �! W LO NUCu_ KTK JIW CAG BY: ENG: APPRV: S H E E TE060 SHEET DESCRIPTION: ELECTRICAL NOTES, SYMBOLS LEGEND AND ABBREVIATIONS 0 7/5/2023 0 PNL-A- 208Y/1 20V 30 4W FED FROM MDP 11)179 AFC 0 0 ,,,—%6'0 PRE -DRILLED HOLES. SECURE TO PANEL WITH Y" 0 SS RIVETS (TYP. 4) �—EQUIPMENT NAME AS SPECIFIED ON PLANS SYSTEM VOLTAGE --UPSTREAM EQUIPMENT SUPPLYING POWER AVAILABLE FAULT CURRENT AT EQUIPMENT DATE OF FAULT CURRENT CALCULATUION NSTALL LABEL AT TOP OF ENCLOSURE NOTES: 1. ALL DISTRIBUTION EQUIPMENT SUCH AS PANELBOARDS, SWITCHBOARDS, DISCONNECTS, TRANSFORMERS, ETC. SHALL BE PROVIDED WITH AN EQUIPMENT LABEL PER THE REQUIREMENTS OF THIS DETAIL. 2. LABELS SHALL BE 2-PLY ENGRAVED PLASTIC LAMINATE WITH BLACK TYPEFACE LETTERS., LABEL BACKGROUND SHALL FOLLOW THE BELOW COLOR SCHEME: a. NORMAL POWER - WHITE b. UPS POWER - BLUE c. LIFE SAFETY POWER -YELLOW 3. LABEL MATERIAL SHALL BE DURABLE, UV STABLE, RATED FOR OUTDOOR USE, AND ABRASION RESISTANT. WHERE ATTACHED TO NEMA 4X EQUIPMENT, LABELS SHALL IN ADDITION BE CHEMICAL RESISTANT, 4. LABELS SHALL BE PERMANENTLY ATTACHED TO ENCLOSURE COVER WITH RIVETS UNLESS DOING SO COMPROMISES ITS NEMA / IP RATING. LABELS FOR ENCLOSURES WITH WELDED SEAMS AND GASKETED DOORS SUCH AS THOSE RATED NEMA 12 OR NEMA 4 SHALL BE INSTALLED USING PERMANENT WEATHER-, UV-, AND TEMPERATURE -RESISTANT DOUBLE -SIDED MOUNTING TAPE ONLY. 5. A SUBMITTAL WITH A COMPLETE LIST OF EQUIPMENT LABELS SHALL BE PROVIDED FOR ENGINEER APPROVAL PRIOR TO ORDERING. 6. LABELS SHALL INDICATE NO LESS THAN THE FOLLOWING: a. EQUIPMENT NAME. b. THE NOMINAL SYSTEM VOLTAGE WHICH SAID EQUIPMENT IS CONNECTED TO. c. THE EQUIPMENT NAME SUPPLYING POWER TO SAID EQUIPMENT. d. THE AVAILABLE FAULT CURRENT AT SAID EQUIPMENT. PANEL LABEL DETAIL FIRE ALARM HORN ONLY, STROBE OR HORN/STROBE, PAINT TO MATCH WALL ALIGN WHEN MOUNTED ON SAME WALL FIRE ALARM PULL STATION 1 1 Q O cv�oo 00 " ALIGN HORN ONLY DEVICE WITH TOP OF DOOR FRAME, STOBE OR HORN/STROBE DEVICE 80" AFF TO BOTTOM OF STROBE LENS C 2" ABOVE BACKSPLASH 4" ABOVE COUNTERLno �b o W/O BACKSPLASH Fi O CABINET (TYP.) FINISHED FLOOR NOTES: 1. MOUNTING HEIGHTS SHOWN ARE FROM FINISHED FLOOR (A.F.F.), UNLESS OTHERWISE NOTED. 2. LOCATIONS OF OUTLETS SHOWN ON ARCHITECTURAL ELEVATIONS SHALL TAKE PRECEDENCE OVER THESE MOUNTING HEIGHTS. FIELD LOCATE OUTLETS WITH ARCHITECT DURING ROUGH -IN. 3. INSTALL OUTLETS THAT ARE IN CLOSE PROXIMITY ON THE SAME CENTERLINE. OUTLETS THAT ARE WITHIN 2'-0" HORIZONTALLY AND WITHIN T-0" VERTICALLY SHALL BE INSTALLED ON THE SAME HORIZONTAL CENTERLINE LOCATED HALF WAY BETWEEN THE HEIGHTS SHOWN. OUTLETS THAT ARE MORE THAN 1'-0" APART VERTICALLY SHALL BE INSTALLED ON THE SAME VERTICAL CENTERLINE, 4. VERIFY MOUNTING HEIGHT WITH LOCAL AUTHORITY. 5. ADA REQUIREMENTS SHALL SUPERCEDE STANDARD MOUNTING HEIGHTS WHEN THERE IS A CONFLICT. STANDARD MOUNTING HEIGHTS DETAIL al NOTES: PROVIDE ARC FLASH HAZARD LABELING AND FIELD MARK ALL ELECTRICAL EQUIPMENT AS PART OF ARC FLASH RISK ASSESSMENT PER 2015 EDITION OF NFPA 70E 130.5(D). THE LABEL MUST CONTAIN THE FOLLOWING INFORMATION: 1. KNOWN SYSTEM VOLTAGE. 2. ARC FLASH BOUNDARY. 3. AT LEAST ONE OF THE FOLLOWING: a. AVAILABLE INCIDENT ENERGY AND THE CORRESPONDING DISTANCE, OR THE ARC FLASH PPE CATEGORY IN TABLE 130.7(C)(15)(A)(b) OR 130.7(C)(15)(B) FOR THE EQUIPMENT, BUT NOT BOTH. b. MINIMUM ARC RATING OF CLOTHING. c. SITE -SPECIFIC LEVEL OF PPE. ARC FLASH WARNING LABEL RE( UIREMENTS DETAIL NOTES: 1. ALL CONDUCTOR CONNECTIONS ARE TO BE EXOTHERMIC Gq WELD TYPE. 2. UL LISTED WATER PIPE CLAMP SIZED ACCORDINGLY. 4� 3. UL LISTED REBAR CLAMP SIZED ACCORDINGLY. € 4. THE ELECTRICAL CONTRACTOR SHALL PROVIDE A NEW GROUND ROD AS INDICATED. NOT ALL GROUNDING ELECTRODES SHOWN MAY BE PRESENT AT SITE. PER N.E.C. ARTICLE 250.50, THE ELECTRICAL CONTRACTOR SHALL BOND TOGETHER ALL PRESENT GROUNDING ELECTRODES. I LETTER (FILL) COLOR SHALL BE BLACK 0 LETTERING SHALL BEY" INDICATED VOLTAGE, F HIGH NO. OF PHASES, NO OF WIRES U Ck NHA W INDICATES WHERE THIS EQUIPMENT Q 120/208V, 3PH, 4W IS FED FROM (TRANSFER SWITCHES MAIN BONDING JUMPER WILL HAVE TWO LINES) (SIZE PER NEC 250.102) METAL FRAME OF THE FED FROM MSB BKR.11 BUILDING OR STRUCTURE PHASE A - BLACK WIRE (NEC 250.52 (A) (2)) G N T PHASE B - RED WIRE ATTACH NAMEPLATE WITH (2) SERVICE ENTRANCE EQUIPMENT SCREWS (MIN.) PHASE C -BLUE WIRE NEUTRAL - WHITE WIRE W GROUND - GREEN WIRE Q BONDING JUMPER GROUNDING ELECTRODE CONDUCTOR NAMEPLATE COLOR Q { BONDING JUMPER { LIFE SAFETY = YELLOW (SIZE PER NEC 250.66) (SIZE PER NEC 250.66) (SIZE PER NEC 250.66) EMERGENCY =OANGE NORMAL =WHITE 12,345 AFC / DATE { z. SEE NOTE 2 (TYP.) Z BONDING JUMPER (SIZE PER NEC 250.66) NON-METALLIC PROTECTIVE SLEEVE L INCLUDE MAXIMUM AVAILABLE FAULT CURRENT PER NEC 110.24(A) O�: LJ J '—' M r-A 0 Z U) This item has been digitally � SEE NOTE 3 (TYP.) Signed and ,It CONCRETE ENCASED REBAR Sealed by Cory A. 00 (NEC 250.52 (A) (3)) Glass, PE on the METAL UNDERGROUND WATER PIPE date adjacent to GROUND ROD C (NEC 250.52 (A) (1)) o °° pppppOAAAAApQ� oOoothe seal W °`GNo Digital Susing Signature. a' 250.52 (A) (5)) No 80467 ' Printed copies of e�E -this document are not 3 GROUNDING ELECTRODE SYSTEM DETAIL 4 ELECTRICAL EQUIPMENT NAMEPLATE DETAIL °°<..... e?0� considered = NONE E0 1 SCALE = NONE E0 1 SCALE = NONE o�N�9signed and sealed and the _F a SHA ,ya authentication code must be verified on any U { i electronic copies. i Uco m 5 W ,w�,w C N WL 0 NW 0 W � U c t� a " N N Zo 3 0 c) —a. UM O ch M 0 J i..l) - o ,+ (1)A , �/ c ,�a0 M 2 'V oD J � a�ic�v� W N5�I KTK I JIW I CAG BY: ENG: APPRV: [ R SHEET DESCRIPTION: DETAILS SHEET ALL DETAILS ON SHEET MAY NOT NECESSARILY APPLY TO PROJECT) 0 7/5/2023 n EL / J. I 31 NOTES: 1. ALL POLE MOUNTED RECEPTACLES SHALL BE GFCI PROTECTED AT THE PANEL BREAKER AND NOT AT THE DEVICE. 2. EACH LIGHT POLE SHALL RECEIVE (xl) 1" CONDUIT FROM AN ACCESSIBLE SPACE IN THE BUILDING TO THE LIGHT POLE DEDICATED FOR FUTURE POWER REQUIREMENTS. JUNCTION BOX DEDICATED FOR FUTURE USE, MOUNTED 8'-0" AFF. #10 CU AWG, CIRCUIT A-9. OWNER PROVIDED SOLAR POWERED LIGHT POLE, TYP. CONCRETE POST / BUILDING / EXTEND LOW VOLTAGE RMARC- USING 2" CONDUIT TO BUIiLDIN G. / COORDINATE LOCATI0 WITH OWNER PRIOR TO RO GH-IN. I / X I X I I I I" CONDUIT FOR 1 LOW VOLTAGE 1--HYD \ 1" CONDUIT FOR LOW VOLTAGE JUNCTION BOX DEDICATED FOR FUTURE USE, MOUNTED 8'-0" AFF. #10 CU AWG, CIRCUIT A-10. OWNER PROVIDED SOLAR POWERED LIGHT POLE, TYP. PROPERLY LINE, TYP. � X /X OWNER LIGHT PO S / POWE LIGHT POL JUN TION BOX D ICATE O U7 CS:�, / �/s MO TED 8'-0" A . #10 CU A CIRi i 1 � / •30'-0" WIDE GATE - ENTRY �S SILT F CE, TYP \ / Y / / / / / JUNCTION BOX DEDICATED FOR FUTURE USE, MOUNTED 8'-0" AFF. #10 CU AWG, CIRCUIT A-9. OWNER PROVIDED SOLAR POWERED LIGHT POLE, TYP. SITE PLAN SCALE: 3/64" = F-0" JUNCTION BOX DEDICATED FOR FUTURE USE, MOUNTED 8'-0" AFF. #10 CU AWG, CIRCUIT A-9. OWNER PROVIDED SOLAR POWERED LIGHT POLE, TYR °z FLU>W --- 0 Z M This item has been digitally signed and sealed by Cory A. 000 Glass, PE on the �\ onn¢pn¢aanaoaa0 date adjacent to 0000�G�P�cE s the seal using a g. Digital Signature. No 80467 * *-*:-Printed copies of � °a SPATE OF °°y�ethis document are not ®° ....... � fl�°�0 s g ed and considered guna¢¢apnnp¢n sealed and the SHA authentication code must be DEDICATED FOR FUTURE USE, verified on any o AFF. #8 CU AWG, CIRCUIT A-10. U electronic copies. ELo o0 Z C co Cl) `n v N * N N W U� Q a) W W �p U c N 'Llo O u cci—<i O M ' M O _f J��LLo-2 a v � L r- M C 4) M O @(6dm "ULOwN- LU NU~ti KTK JIW CAG BY: ENG: APPRV: S H E E TEI 00 0 7/5/2023 SHEET DESCRIPTION: SITE PLAN i - k1VA x 1000 = trans. FLA E E =1 240 trans_ FLA I=,a- trans. FLA x 100 x PF PF 90°ra transformer Z Z lsea = ampere short-circuit current RNIS symmetrical. 1�s-a amperes Pointto Point Method Single Phase 24G,1120 Length (distance) FEET L = 50 Capper in Nc,nmetalhc Raceway factor 2 x. L x I (ASC) lx N x G x E L-N ## conductors par phase N t Phase conductor constant C Phase t cndu ter 3/0 Volt Line to Line E L - L = 240 volt f' Neutral conductor constant C _ Neutral Conductorf 3/0 Multiplier Volt Line to Neutral E L - N = 120 Volt 1 As M _ I 1 + f Line to Line M = Line to Neutral M = l--ca x M = fault current at terminals of main disconnect L- L = amperes 1=a x M = fault current at terminals of main disconnect L-N _ I amperes AVAILABLE FAULT CURRENT AT PANEL B Available Fault Current Calculation 6, J.h. Sokvlik Ver. 6.6 Utility Symmetrical Fault Current 1-7 3 amperes k'VA implids(�corrlcast.net i'= kLti4 x "I000 trans. FLA trans_ FLA E I.wa= trans. FLA x 100 x PF _ PF = 90 ° transformer Z _ Z = I90 tea=ampere short-circuit current RMSsymmetrical- amperes Point to Point Method Single Ptnase2+^" ^ — Length (distance) FEET L 170 r©pperinN. "f' factor = 2 x L x I (ASC) k" `. N x C x E L-N # canductars per phases N Phase conductor constant C _ Phase Condw Volt Line to Line E L - L 24[l Volt f Neutral conductor constant C Neutral Conde Multiplier Volt Line torNeutral EL-N = 121DVolt f — 1 -f Line to Line M — Line to Neutral M = _ Iwo x M = fault current at terminals of main disconnect L- L = —10 am =m x M = fault current at terminals of main disconnect L- N = 6 i am SERVICE ENTRANCE FEEDER SCHEDULE CU200SE 200A SERVICE ENTRANCE FEEDER: I SET OF - (3) 3/0 CU & (1) 3/0 CU NEUTRAL IN (1) 2" CONDUIT FEEDER SCHEDULE CU100 IOOA FEEDER: 1 SET OF - (3) #3 CU, (1) #3 CU NEUTRAL & (1) #8 CU E.G.C. IN (1) 1 /4" CONDUIT PANEL LABELING NEW OR EXISTING DENOTES CONDITION " A" DENOTES NAME 277/480V DENOTES VOLTAGE 30, 4-WIRE— DENOTES PHASE, SYSTEM 200A DENOTES AMPS MCB OR MLA DENOTES PANEL TYPE NEMA_ DENOTES ENCLOSURE RATING SHEET DESCRIPTION: PANEL SCHEDULE, RISER DIAGRAM & DETAILS PANEL A SURFACEMOUNTED 120/240 VOLT 1 PHASE 3 R' IRE W ITH GROUND 200A MCB NEMA 3R 22,000 AIC NOTES CKT. DESCRIPTION BREAKER A B BREAKER DESCRIPTION CKT. NOTES NO. TRIP POLE VOLT VOLT POLE TRIP NO. 5 1 ENTRY GATE 20 2 240 1800 1800 240 2 20 EXIT GATE 2 5 5 3 20 2 240 1800 1800 240 2 20 4 5 3 5 OFFICEAC 20 2 240 1800 1050 120 1 20 OFFICE RECPTACLES 6 2 3 7 " " 20 2 240 1800 1200 120 1 20 OFFICE LIGHTS 8 1 1 9 FUTURE LIGHT J-BOX 20 1 120 540 540 120 1 20 FUTURE LIGHT J-BOX 10 1 2 I ENTRY GATE RECEPTACLE 20 1 120 180 180 120 1 20 EXIT GATE RECEPTACLE 121 2 6 13 PANEL B 100 2 240 360 ISO 120 1 20 RECEPTACLE AT PANEL 14 2 6 15 100 2 240 360 16 17 18 19 20 21 1 22 23 24 25 26 27 28 29 30 31 32 331 34 35 36 37 38 39 240 2 30 SURGEPROTECTOR 40 41 240 2 30 42 CONNECTED VA SYSTEM VOLTS PHASEAMPS 81001 7320 DEMAND LOAD 2850 VA 1620 VA 3600 VA 0 VA 7200 VA 900 VA 0 VA 116170 VA 1 67 AMPS 120/240V, 1 PHASE 68 61 NOTES LOAD TYPE IS LARGER CONNECTED NEC DEMAND 1 LIGHTING 2280 1.25 2 RECEPTACLES 1620 1 3 AIRCONDITIONING 3600 1 4 HEATING 0 0 5 MISC. NON -CONTINUOUS 7200 1 6 CONTINUOUS 720 1.25 7 KITCHEN 0 0.65 TOTAL 120/240V, I PHASE � Q Q U W -70 V1\V1_i 1 1\V I J-%- i 11J1V 1--f-L,V 1Vli W W� 2z`l� 3 Ow U POWER RISER SCALE: NONE PANEL B SURFACEMOUNTED 120/240 VOLT 1 PHASE 3 WIRE WITH GROUND 100A MLO NEMA 3R 10,000 AIC NOTES CKT. DESCRIPTION BREAKER A B BREAKER DESCRIPTION CKT. NOTES NO. TRIP POLE VOLT VOLT POLE TRIP NO. 2 11 RECEPTACLE 1 20 1 120 180 1.80 120 1 20 RECEPTACLE 2 2 2 2 3 RECEPTACLE 3 20 1 120 190 1 180 120 1 20 RECEPTACLE 4 4 2 5 6 7 8 9 10 11 12 131 14 15 16 17 18 19 20 21 22 23 24 25 26 27 240 2 30 SURGEPROTECTOR 28 29 1 1 240 2 30 1 30 CONNECTED VA SYSTEM VOLTS PHASEAMPS 3601 360 NOTES (-)GFCIBRF-UUR DEMAND LOAD 0 VA 720 VA 0 VA 0 VA 0 VA 0 VA 0 VA 720 VA 3 AMPS 120/240V, 1PHASE 3 3 NOTES LOAD TYPE CONNECTED NEC DEMAND 1 LIGHTING 0 1.25 2 RECEPTACLES 720 1 3 AIR CONDITIONING 0 0 4 HEATING 0 0 5 MISC. NON -CONTINUOUS 0 1 6 CONTINUOUS 0 1.25 7 KITCHEN 0 0.65 TOTAL 120/240V, 1 PHASE SERVICE FEEDER VOLTAGE DROP WIRE SIZE DISTANCE AMPERAGE VOLTAGE DROP % 3/0 AWG 50' 200A 0.73% I °z FLU>I--IM—ozM This item has been digitally signed and sealed by Cory A. Glass, PE on the 00 date adjacent to W A.—. 04 the seal using a o°<,cerrs�as °o Digital Signature. No 804e7 Printed copies of o �a .,,',"this document CA o ®e 3iATE OF `p--are not considered signed and sealed and the SHA authentication pC code must be O verified on any U electronic copies. Lo 00 0 0. � M � ® N r) O � N LLJL LLl 0o LU U c 0 zt o L6MC7—d -0 � O c7 -J O 0��� 0) s v �, 0 W �Nm M�-0 o W C O O N N U LL KTK JIW CAG BY: ENG: APPRV: S H E E T 0 0 0 %/5/2023