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HomeMy WebLinkAbout23-7061City of Zephyrhills 5335 Eighth Street Zephyrhills, FIL 33542 Phone: (813) 780-0020 Fax: (813) 780-0021 BGC-007061-2023 Issue Date: 11/30/2023 REINSPECTION FEES: (c) With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c) the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first reinspection, whichever is greater, for each subsequent reinspection. Notice: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permit required from other governmental entities such as water management, state agencies or federal agencies. IIIIIIIIIIII III III IIIIIIIII I , 1:1111 1 1 Ah-VAll' j=,MMMr1T Illo-Kno Complete Plans, Specifications add fee Must Accompany Application. All work shall be performed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. Ir "10 iV] rr 7.C2k'v'J SOLAR ARRAY PLANS FOR TERINA LEWIS 38149 9TH AVE ZEPHYRHILLS, FLORIDA 33542 PROJECT DESCRIPTION: 18 MODULES - TRINA: TSM-DE09.05 390 18 INVERTERS - ENPI--IASE: IQ8PLUS-72-2-US GOVERNING CODES: 2020 FLORIDA PLUMBING CODE, 7TH EDITION 2020 FLORIDA BUILDING CODE, 7TIH EDITION 2020 FLORIDA MECHANICAL CODE, 7TH EDITION NEC 2017 NFPA 1 2018 IVIUUUL_L I\VUI LrAI VV I NTS WINDSPEED DESIGN DATA PER FBCR 2020 WIND SPEED 140 MPH RISK CATEGORY II EXPOSURE C GUST FACTOR ±0.18 "A" DIMENSION 3 Ft ROOF PRESSURE FOR COMPONENTS AND CLADDING GABLE ROOF ZONE 1 +15.8 PSF -39.1 PSF ZONE 2E +15.8 PSF -39.1 PSF ZONE 2N +15.8 PSF -57.0 PSF ZONE 2R +15.8 PSF -57.0 PSF ZONE 3E +15.8 PSF -57.0 PSF HIP ROOF 7_ONE 1 +15.8 PSF -35.5 PSF ZONE 2R +15.8 PSF -46.3 PSF ZONE 2E +15.8 PSF -49.8 PSF ZONE 3 +15.8 PSF -49.8 PSF FLIAON GENERAL NOTES: 1. THIS IS TO CERTIFY THAT TO THE BEST OF MY KNOWLEDGE AND BELIEF, THESE PLANS CONFORM WITH FLORIDA BUILDING CODE 2020 WITH ALL SUPPLEMENTS AND ADDITIONS. 2. ALLPRODUCTS TO BE INSTALLED PER MANUFACTURER'S WRITTEN SPECIFICATIONS. I, ANDREW D. HALL PE-" 87479 AN ENGINEER LICENSED PURSUANT TO CHAPTER 471, CERTIFY THAT THE PV ELECTRICAL SYSTEM AND ELECTRICAL COMPONENTS ARE DESIGNED AND APPROVED USING THE STANDARDS CONTAINED IN THE MOST RECENT VERSION OF THE FBC, FBC 107. DRAWING INDEX: S-1 COVER S-2 ARRAY LAYOUT & DETAILS S-3 ELECTRICAL S-4 NOTES S-5 SPECIFICATIONS S-0 SPECIFICATIONS S-7 SPECIFICATIONS S-8 SPECIFICATIONS S-9 SPECIFICATIONS J Q Q m 0 w w U o r=. co \ � N m Q a z 3 Z oQn cVi o V J z o C7 r� H Q0 CD Q > cfl V .J rotV Q � Q Q— Z���� co w(DJ wCD v = N z N Z�6- ro w v) w o C1 n H z D U z cn o co cn ;in w w w CD V Q- ¢ j�; Y.. EVEREST EC CLIP (TYP) l H L l_ 3/8"-16 X 3/4" HEX HEAD BOLT 3/8" — 16 FLANGE NUT PV MODULE— \ K2 SPLICE FOOT X/XL EXISTING ROOF TRUSS 1 "11 - 1 -1 EVEREST IMC CLIP EVEREST Oonccanu n Q v r)" ni vmnnn LU INU UINULKIAYMM (2) 5/16" DIA SS LAG SCREW___/ 2-1/2" EMBED MIN. TYPICAL SHING E ROOF ATTACHMENT NTS (2) 5/16" DIA SS LAG SCREW 2- K2 SPLICE FOOT X/X (TYP) FVFRFST I M C CI I (T'(P) TYPICAL SHINGLE ROOF LAYOUT NTS 1 \J I Y I_ l i NTS EVEREST CROSSRAIL 48—X (TYP) EVEREST EC CLIP (T'(P) EVEREST EC CLIP (TYP) o H cfl • Q Z , Q 00 LU OUJ Zh H N 7 Lr) z 0 ui W D no o N V) L�.j U U Q ¢ L7 2 = w o IL ' M. No. S-2 7 �. r i; � r,�� �� f,i; '. �� � , (rt . f' �.e �. i. I MODULE SPECIFICATION MODULE MAKE TRINA SOLAR MODULE MODEL TSM---DE09.05 390 FSE_C CERTIFICATION # PMAX (STC) 390 W VOC (STC) 40.80 V VMPP (STC) 33.80 V ISC (STC) 12.14 A IMPP (STC) 11.54 A NOCT 43 C TC ISC 0.0400 %/K TC VOC -0.2500 %/K TC PMPP -0,3400 %1K OPERATING TEMP. -40-+85 C SAFETY LABELS AND MARKINGS GENERAL NOTES: 1. EQUIPMENT SUCH AS INVERTERS AND SOLAR MODULES HAVE PRE -APPLIED LABELS FOUND HEREIN SHALL BE APPLIED TO SUCH EQUIPMENT FOR INFORMATIONAL PURPOSES. 2. LABELS AND MARKINGS SHALL BE APPLIED TO COMPONENTS IN ACCORDANCE WITH THE CURRENTLY ADOPTED EDITION OF NEC. 3. ALL REQUIRED PRODUCT SAFETY AND WARNING SIGNAGE SHALL BE UV RESISTANT OUTDOOR --RATED LAMINATED VINYL IN ACCORDANCE WITH ANSI Z535.4-2011. 4. ALL LABELS SHALL BE REFLECTIVE PER NFPA 11.12 SAFETY LABELS AND MARKINGS LEGEND A. LOCATION OF SERVICE DISCONNECTING MEANS. APPLY TO MAIN SERVICE DISCONNECTING MEANS AND PV DISCONNECTING MEANS AT POCC. MAIN SERVICE DISCONNECT MARKING A LABEL SHALL BE PERMANENTLY AFFIXED TO THE MAIN SERVICE DISCONNECT PANEL SERVING ALTERNATING CURRENT (AC) AND DIRECT CURRENT (DC) PHOTOVOLTAIC SYSTEMS. THE LABEL SHALL BE RED WITH WHITE CAPITAL LETTERS AT LEAST 3/4 IN. IN HEIGHT AND IN A NONSERIF FONT, TO READ: "WARNING: PHOTOVOLTAIC POWER SOURCE." THE MATERIALS USED FOR THE LABEL SHALL BE REFLECTIVE, WEATHER RESISTANT, AND SUITABLE FOR THE ENVIRONMENT, RAPID SHUTDOWN MEANS MARKING A PERMANENT LABEL SHALL BE AFFIXED ADJACENT TO THE CIRCUIT DISCONNECTING MEANS SERVING AC AND DC PHOTOVOLTAIC SYSTEMS. THE LABEL SHALL HAVE BE REFLECTIVE WITH ALL LETTERS CAPITALIZED AND HAVING A MINIMUM HEIGHT OF 3/8", IN A BLACK ON YELLOW BACKGROUND FOR THE FIRST LINE, THE REAMING TEXT MUST BE UPPERCASE AT LEAST 3/16" HIGH IN BLACK ON WHITE BACKGROUND. THE LABEL SHALL BE CONSTRUCTED OF DURABLE ADHESIVE MATERIAL INVERTER SPECIFICATION INVERTER MAKE ENPHASE INVERTER MODEL IQ8PLUS-72-2-US MAX AC POWER OUTPUT 300 VA MAX. INPUT VOLTAGE 60 V NOM. DC VOLTAGE @ 240V 240 V NOM. AC VOLTAGE 25-58 v MAX. CONTINUOUS OUTPUT CURRENT MAX. DC CURREPlT 1.21 15.0 p A MAX. DC POWER (STC) 440 gip! CEC EFFICIENCY 97 IN AN EMERGENCY COW -ACT U S .`>OLAR 1-�00-351 -.54 J0 - -- ------------ - ------ - - SOLAR PHOTOVOLTAIC SYSTEM zt� -WARNING- AUTHORIZED PERSONNEL ONLY RATED AC CURRENT: 27.2A NOMINAL AC VOLTAGE: 240V LOCATION: MAIN PV PANEL PHOTOVOLTAIC DISCONNECT Ai -WARNING- ELECTRIC SHOCK HAZARD DO NOT TOUCH TERMINALS. TERMINALS ON BOTH THE LINE AND LOAD SIDES MAY BE ENERGIZED IN THE OPEN POSITION. LOCATION: AC DISCONNECT(S) NOTES: 1. ALL ASPECTS OF THE ELECTRICAL WORK REQUIRED TO COMPLETE THE PROJECT REPRESENTED IN THIS DOCUMENT SHALL COMPLY WITH THE MANUFACTURERS RECOMMENDATIONS/SPECIFICATIONS AND ALL CODES, STATUES AND STANDARDS ADOPTED BY THE STATE AND THE LOCAL AUTHORITY HAVING JURISDICTION. 2. ALL. COMPONENTS MUST BE GROUNDED PER NEC 690.43. 3. ALL EQUIPMENT SHALL BE LISTED PER NEC 690.4(D). 4. THE INFORMATION PROVIDED IN THESE DOCUMENTS IS NOT EXHAUSTIVE. IT REMAINS THE CONTRACTORS RESPONSIBILITY TO ACHIEVE THE PROPOSED INSTALLATION, IN FULL_ EXERCISE OF AND COMPLIANCE WITH THE ITEMS IDENTIFIED IN NOTE 1. 5, PER NEC 690.17 PROVIDE A WARNING SIGN AT ALL LOCATIONS WHERE TERMINALS OF THE DISCONNECTING MEANS BE ENERGIZED IN THE OPEN POSITIONS. SIGN SHALL READ "WARNING -ELECTRIC SHOCK HAZARD - DO NOT TOUCH TERMINALS - TERMINALS ON BOTH LINE AND LOAD SIDES MAY BE ENERGIZED IN THE OPEN POSITION OR EQUIVALENT. 6. PER NEC 705.10, PROVIDE A PERMANENT PLAQUE OR DIRECTORY SHOWING ALL ELECTRIC POWER SOURCES ON THE PREMISES AT SERVICE ENTRANCE. 7. INTERCONNECTION METHOD SHALL COMPLY WITH NEC 705.12, 8. PV METER MAY OR MAY NOT BE REQUIRED BY THE AHJ AND/OR UTILITY FOR INTERCONNECTION. 9. CONDUCTOR SIZING OF THIS DESIGN IS BASED ON RACEWAYS LOCATED OUTSIDE ATTICS OR NOT EXPOSED TO DIRECT SUNLIGHT. WHERE TWO DIFFERENT AMPACITIES APPLY TO ADJACENT PORTIONS OF A CIRCUIT, THE HIGHER AMPACITY SHALL BE PERMITTED TO BE USED BEYOND THE POINT OF TRANSITION, A DISTANCE EQUAL TO 10M (10ft) OR 10 PERCENT OF THE CIRCUIT LENGTH FIGURED AT THE HIGHER AMPACITY, WHICH EVER IS LESS, NEC 310.15 (13)(2) 10. ALL CONDUCTORS AND RACEWAYS SHALL BE SUPPORTED ON INTERVALS AND BY METHODS REQUIRED BY THE NEC. 11. PV ARRAY INTERCONNECTION TO BE MADE 4NITH BACK -FEED BREAKER, 12. GFI BUILT IN TO ALL INVERTERS, SAFETY AB S -WARNING- ELECTRIC SHOCK HAZARD. THE DC CONDUCTORS OF THIS PHOTOVOLTAIC SYSTEM ARE UNGROUNDED AND MAY BE ENERGIZED AUTHORIZED PERSONNEL ONLY LOCATION: DISCONNECTS, INVERTERS, JUNCTION BOXES, OTHER ENCLOSES HOLDING DC CONDUCTORS EMERGENCY RESPONDER: THIS SOLAR PV SYSTEM IS EQUIPPED WITH RAPID SHUTDOWN TURN RAPID SoLm a�� SHUTDOWN SWITCH TO Pv Peas THE "OFF" POSITION TO SHUT DOWN ENTIRE PV SYSTEM m o C14 oo '�2 .. cm rn w z � CD CZ) � U V) O Z o Q0 Q I-< Q© zwo HMS wQo aJ Lo Z� Z Ln CAL P-) w cn --- i.0 Ld D a CV o V) Ln U �.Y U z o ZD u LLj z LLJ a 0 U CL Q DWG. N0. S-4 w 0 Z i Cex,/".. r L. € CID; €:tA'€"l1(a fC' Peak-Power Watts-PMAx (Wp)' Power Tolerance• PMAX (W) 380 385 390 395 400 0-+5 Maximum Porter Current -imp? (A) 11.38 11,46 11.54 11.62 11.70 Short Circuit Current-lsc(A) 12.00 12.07 1214 12.21 12.28 Monocrystalline 210mm PERC 21.0 kg (46.3 lb) 3 z 7nm; t11 the EVA/POE Krnm(1.18 inches) Anodized Aluminium Alloy Photovoltaic Technology Cable 4.0mm2 (0,006 inches"'), Length.1:100/1100 mm (43.3VA 3,31 inches) ,. ,, Fire Type Type _ or } p4 ........... ....... ............. Sic: Irtdiar*21000'iv/m_, Cell TemperaturealK_Air f!assANi1. 'fdeasuringt^leranCe: 3'/,. ,...,..1. < .,,.. . ELE ....................................................................................................................................................................................................................................................... ,.,...,.................:..:,,,::,,.,..,,,..,................................,...............................-............... NOCTttlnminaioperaiirr,43°C(±2°C) Opp -rational Temperature-40-+850C Maximum Power-PMXx (Wp) 286 290 294 298 302 Temperature Coefficient of Pr44x - 0.34`1/o/°C Maximum System Voltage 1500V DC (IcC} ...............:........................................................................:.....................................................................................:. r Tem i ,eratu. e Coefficient of Vex 0.7.5"/o/1C 1500V GC (Ut.) Maximum Power Voltage-Vtipp(V) 31,4 31.6 31.8 31.9 32.1 Temperature Coefficient of lac 0 041)lrj!'C Max Series Fuse Rating ZUA I~taxlrnurn Pc}�4erCurfi=nt Irs��(A) 9`12 918 9 24 9 3Z 9 38 'RAIN I r :....... r 2'5 year Product Workmanship ':daunt f Modules per box: 36 pieces Open Circuit Voltage-Va.: (V) 38.0 38.2 38:4 38.6 38.8 25 year Power Warranty Modules per 40' rantainer: 828 pieces ................._........................................................... 5itot�t Crrrurt 6urrent isa (A) 9:67 9 i� 9 78 9 84 9 9r1 0553o Annl.rai Ptaaver Attenu ation NOCT:Irrrdiancr:atd00W/m' AmhEantTrmperatureZO`f.,Viir•,{:erdlmrs. 4r'�zase,rfer'or:r,nkie.veauanr.�f,r:'i�taiEsi t Ii 0 UCT / TI (VS FSEFOftE USING THE PR D . . . CAt1TIQN; READ 5'AFETY AND 1N�TA! l AT.l0i+1 liiSTFtUC . Q. . ;> ,�..; ,. •. '> r <. a 'ect r ;.t ��rt e:witfio.utncsti:eF, h . e ery ci.S e fficatsfrtrliaderltrF:.t.hrscirrtasiieet.a.e5_b t� ld.. � :���i C..,. � �02.x 7rtna:Sofar Co Ltd- : Il rr as r,_s ., .: e..: f} � .::...ton _ . _ .._ , , 1 _ 9 IQ8 and 1Q8+ Microinverters Commonly used module pairings' W 235 - 3s0 235 - 4.40 Module compatibility 60-cell/120 half -cell 60-cell/120 half -cell and 72-cell/144 half -cell MPPT voltage range V 27 -- 37 29 - 45 Operating range V 25 -- 48 25 - 58 Min/max start voltage V € 30 / 48 30 / 58 Max input DC voltage V 50 60 Max DC Currentz [module,fsc] t1 15 Overvoltage class DC port 11 DC port backfeed current mA 0 PV array configuration 1x1 Ungrounded array; No additional DC side protection required; AC side protection requires max 20A per branch circuit z e, .r 0: Peak output povrer VA 245 300 Max continuous output power VA 240 290 Nomin:;:l (L-L) voltage/ranges V _ 240 1211- 264 Max continuous output current A 1.0 1.21 Norninal frequency Hz 60 Extended frequency range Hz 50 - 68 Max Units.per 20 A (LT•L) branch circuity 16 13 Total harmonic distortion <5% Qvervoltage class AC port li{ A0 port backfeed current mA 30 Power factor setting 110 Grid -tied power factor (adjustable) 0.85 leading - 0.85 lagging Peak efficiency °!° 9"1:5' 91.6 CEC weighted efficiency % 97 97 Night-time power consumption mVl 60 { Ambient temperature. range -4000 to +601-IC (-409F'to +1400F): Relative hurnidity range 4% to 100% (condensing) DC Connector type M04 Dimensions (HxWxD) 212 mm MY) x 175 mm (6.9") x 30.2 mm (1.2') Wei :9ht 1,08 kg (2:38 lbs) r- li .,oa ng Natural convection - no fans Approved for wet locations Yes Acoustic noise at 1 m <60 dBA Pollution degree PDT Enclosure Class 11 double -insulated, corrosion resistant polymeric enclosure Environ. category / UV exposure rating NEMA Type 6 / outdoor .1 1 a iJL'i741-SA UL 62109•1, UL1741/IEEE1547 FCC Part 15 Class [3, iCE3-0003 Class B, CAN/C5A-C22:2 1V0..;107 0 CA Rul.,.21(. �, , . ,. 0s-c io r� o trons Crns Product is UL i"istod:.as PV Ra td Shut Down !^gUtp.ment and conforms v�rrth NEC 2014; N.EC 2017t and'N.EC 202 e. t n ., �rtifi ,a p P 690.12 and C22.I-20.18 Rule 64-218-Rapid Shutdown of PV Systems,, for AO and DC conductors,, when installed according to tnanu(acturor's instructions. - •ed D IAC ratio See the compa tibility �atibilit calculator at htt s://link.en tease carol i` N =:n �,rc, C o. f P P {! � y rrtot:iul:a-compatibility (2) Maximum continuous input DC current is 10,6A (3) Nominal voltage range can be extended beyond nominal if required by the utility. (4) Limits may vary. Refer to local requirements to define the number of microinverters per branch-, in your area. IQ83P-DS-0002-01-EN-US-2021-10-19 d- r N Z 00 m Q rn O 3 Q O o Q V) V J Z rn 0 r��7 H ~ cfl � O Q °JQ � Q � Z�`_a� li �} Lll LU O C LA �- H N Z N ZMa L.L V " LS.1 W Z D O O Z D C14 O O r� v-) tI7 U } V '4 2 s o V � LLJ w E- rn 0 z O w v O (or) cn po U W V Cl-¢ Cn DWG. Na. S-5 ( i I ,'i I ' 1 L. - j .I . , ;: 1, `1; ;, . 1 :1 i5 '. ' a f S' ' . E ' A': ,( ' -;..� .. ;I ' ., ::i•,, .. �. r `,' . I- '. e , I , 1. _ - I I I ., �' , � � 1. ".1 '' � �.' , . I I., I } " II f 'F, .i - - ----€ --- - I - I . _ I 5 1 1 1 1 Il— .: _ 1-- .-�-] W I i ! i ---- ' ; I " I I I I i I" ---- — ' L L1 H I I 11 - -- -' - - --- - - - -_ -- - I--L---- f 11 Q AGGREGATOR SPECIFICATIONS �rN %Glffarf EjlA,gE"t Aggregator - .... ........ .... ._ _.::_--..-. C- n n) 3-. ffir rG -Ifli3,�s(.> . rrrr}J3nc, G) to Irr.CE;;> ilfr. ) t, ;.)„ (tt.r)}i1.r1fr ),al.!() }rt} . .rG,(..%_ ,., . phase horrie run. 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I' 3 � o , J ,. 1.: , ,.... , { ,I i .�' I L' ` ' . �} " ;,I1� .i i "- ( 1. ,i ..;, I o a I r 1. , r I , * , k ., ' _ �I .. - ,,-,,;I 1 . .(: _ ',,, .t'', . ..I-. •' r' ", .... ..3 I. i F '� 5..4 11 . 1 +' ,r 1 •,i I A", I a a '"A g I I . „ I I - ti - ',7 I _ +,, L C � i: . a•. ';d'r , - . , I: I , " - - .. .. 'r.�j'. <i 40 // �% / %fir%/� /� �iiai/ h.% A. %Dili °ia:..,,& H ioi. anti 4 S O N %.// '.,.n f "sY,.D < ra .vi � i.. i Nqi< MODULE Mon( Multi Solutions PRODUCT: ,r f DE09.(j5 PRODUCT RANGE: 380-400W //Gy % '// fill,, �rr/ri%i "1 iGi y j i M , , ,,, %"Oyu% isell %ai %aiiiii /i, // a/m/00F WAY// V0,101 MAXIMUM POWER OUTPUT POSITIVE POWER TOLERANCE MAXIMUM EFFICIENCY . Designed with aesthetic.s in mind Excellent cell color control by dedicated cell blackening treatment and machine selection. Thinner wires that appear all black at a distance k % , big ,r � ,, f.,s y s r �> i p -,> .! s * Small form factor, generate a huge amount of energy even in limited space, Up to 4001al1, 20.8% module efficiency with high density interconnect technology * t u.1ti-busbar technology for better light trapping effect, lower series resistance and improved current collection =;• * Reduce installation cost with higher power bin and efficient' * Boost perforr-riance in vjarrn weather lower temperature coefficient (-0.341-%) and operating temperature / ��•; $ tysz�y�,;�,,. ,,$ �.� , y ins y r s/fir",'o;ri 4 -r's/i / y s �„-�:,y., Universal is .,�ol?,i jo i �or . .,.,,si ,%.,,. s 3 �iall and ,,,&I rooftops i,�%2,1'.:s Desigriecl for compatibility with exi sting rr�ain:ztrer,rn optirriizers, inverters arid mounting systerns Perfect size and low -weight, Easy for handling. Econorn fortransporting orting -� 1� �• y p g q Diverse installation solutions. Flexible for system deployment g h lie IS ,yb i'; s '.` . ,% 25 year product warranty r= L . 25 year performance warranty with lowest degradation »' - Minimized micro -cracks ;rlith innovative non-destructive cutting technology • Ensured PID resistance through cell process and rnodule material control «_>> o Mechanical performance up to 6000 Pa positive loan and 4000 Pa negative 101 loaf( 0 / / 04 0 / i Certificates , rina olar's '31•',ir,l sheet Perfo rriia3i'.e Warranty 1L --L- Mounting sy`teCS for solar technology Cr SSRail 48-fit Technical Data Sheet Overview: MECHANICAL. PROPERTIES —� —_ Material: -- --- ------- Ultimate Tensile Strength: ----------------- I'------------------------------------- Yield Strength: 6000 Series Aluminum 37.7 ksi (260 MPa) — ------ 34.8 ksi (240 MPa) Weight: 0.56 lbs./ft. (0.833 kg/m) Finish: Mill or- Dark Anodized SECTION PROPERTIES Sx: ..............- ------------------_-_-F S y: 0.199 in (3.261 cm3) - -------- - 0.153 in3 (2.507 cm3) A (X-Section): 0.467 in2 (3.013 cm2) General Dimensions: 39� 1.54 l [4216.40] ........, 166 Dimensions in [mm] Inches Notes: 01 Structural values and span charts determined in accordance with Aluminum Design Manual and ASCE 7-10 UL2703 Listed System for Fire and Bonding CrossRail 48-X Technical Data Sheet US1-0817 fio r LLtt i LISTED GE N 079 a OTA1 � \ •, a 1, � dQ.A2�•� �� ��� 79 0 z 0 m 0 w w U a � m C4 - Z00 N m Q 3 Lij v m n o V p V J J v / Z a-) oCD H cfl �--- O O ¢ Q ZLLJ H :2 d 00 W O �o W V � � H N N Z�n� W Cn .--, W w CD C� ca_ H D C'4 O vj O � � � w Q m w Cn ww CD U 'o V / 0 w p 'V^' po U W C/) U 0 ¢ C W. NO, S-9 a E N T r M N 0 N (V c u_ _ p W 1- 0 a 6 w Q Z 0 0 GENERAL NOTES 1. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE LOCAL, STATE, AND NATIONAL CODES AND REGULATIONS. 2. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS PRIOR TO BID TO DETERMINE THE EXTENT OF WORK. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES PRIOR TO BIDDING. 3, ALL EXISTING MATERIALS TO REMAIN WHICH ARE DAMAGED OR OTHERWISE DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE PATCHED OR REPAIRED TO MATCH THE EXISTING ADJACENT MATERIALS, SO THAT THE REPAIR IS IMPERCEPTIBLE. 4. DURING THE COURSE OF CONSTRUCTION, IF THE CONTRACTOR UNCOVERS ANY CODE VIOLATION KNOWN TO HIM OR ANY DISCREPANCY WITH THE DESIGN, CONTRACTOR SHALL NOTIFY THE ARCHITECT OF SUCH IMMEDIATELY. 5. CONTRACTOR SHALL ASSEMBLE AND INSTALL MATERIALS/ PRODUCTS IN STRICT ACCORDANCE WITH THE MANUF'S RECOMMENDATIONS AND INDUSTRIAL/ASSOCIATION STANDARDS. 6. CONTACT ARCHITECT AND COORDINATE WITH TENANT ANY ADDITIONAL SPECIFICATIONS NOT SPECIFIED HEREIN AND/OR CLARIFICATIONS REGARDING THE CONTRACT DOCUMENTS. 7. NO CURRENT SURVEY WAS PERFORMED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY, IN WRITING, OF ANY DISCREPANCIES OR OMISSIONS TO THE TOPOGRAPHIC INFORMATION. THE CONTRACTOR(S) SHALL BE RESPONSIBLE FOR CONFIRMING THE LOCATION (HORIZONTALNERTICAL) OF ANY BURIED CABLES, CONDUITS, PIPES, AND STRUCTURES (STORM SEWER, SANITARY SEWER, WATER, GAS, TELEVISION, TELEPHONE, ETC.) WHICH IMPACT THE CONSTRUCTION SITE, THE CONTRACTOR(S) SHALL NOTIFY THE OWNER AND ENGINEER IN WRITING IF ANY DISCREPANCIES ARE FOUND BETWEEN THE ACTUAL CONDITIONS VERSUS THE DATA CONTAINED IN THE CONSTRUCTION PLANS. ANY COSTS INCURRED AS THE RESULT OF NOT CONFIRMING THE ACTUAL LOCATION (HORIZONTAL/VERTICAL) OF SAID CABLES, CONDUITS, PIPES, AND STRUCTURES SHALL BE BORNE BY THE CONTRACTOR. ADDITIONALLY, THE CONTRACTOR(S) SHALL NOTIFY THE OWNER AND ENGINEER IN WRITING IF ANY ERRORS OR DISCREPANCIES ARE FOUND ON THE CONSTRUCTION DOCUMENTS (PS&E), WHICH NEGATIVELY IMPACT THE PROJECT. THE ENGINEER AND OWNER SHALL BE INDEMNIFIED OF PROBLEMS AND/OR COST WHICH MAY RESULT FROM THE CONTRACTOR'S FAILURE TO NOTIFY THE ENGINEER AND OWNER. 8. IT IS STRONGLY RECOMMENDED THAT NO CONTRACTUAL AGREEMENT OF ANY KIND BE SIGNED PRIOR TO RECEIVING AND THOROUGHLY REVIEWING ALL APPROVALS FROM ALL OF THE REGULATORY AUTHORITIES HAVING JURISDICTION OVER THIS PROJECT. BUILDING CODE SUMMARY APPLICABLE BUILDING CODE: 2020 FLORIDA BUILDING CODE 7TH EDITION APPLICABLE ELECTRICAL CODE: 2017 FLORIDA ELECTRICAL CODE (NFPA 70, 2017) USE GROUP: A2 - ASSEMBLY BUILDING DEPARTMENT PHONE NO: (813) 780-0020 EXISTING SIGNAGE AREA TO BE REMOVED: 33.31 SQ FT NEW SIGNAGE AREA TO BE ADDED: 30.14 SQ FT PROJECT ADDRESS: 7441 GALL BLVD ZEPHYRHILLS, FL VICINITY MAP (NTS PRETTY POND RD € ,3 �71 -1 ' I Imo_ I _ I J.I_ I [__]L_]_ , CD NORTH r tt)�� c;; t %i1.ltiCC (,'ODE. !elAT1C��lr 1_ CyRlC: C' 1 AND "SHE U!`!'-;HYFt!-11!_t..,.� P .- j L LI! I � �_-j :J t f " VV* SITE NOTES IL-24.66" 74" I 1. ALL DIMENSIONS SHOWN ARE TO FACE OF CURB UNLESS NOTED OTHERWISE. - 2. BASES, ANCHOR BOLTS, CONDUIT, AND WIRING FOR ALL SIGNS ARE BY THE 9' , Dater the FLAVOR! GENERAL CONTRACTOR. 3. EXISTING MENU BOARDS AND PRE- SALE BOARDS TO BE REMOVED FROM ' BASES, REMOVED FROM SITE, AND DISPOSED UNLESS DIRECTED BY '• s BAILIWICK. CONDUITS TO BE CAPPED TO PREVENT MOISTURE ENTRANCE. rh•: .:r, i =• +sue �• Les 4Ali S-)-d 04 CD 1 - UTILITY NOTESFS'-fJ ( it .J V 3 'T:Y .1 CAa't •, yav i ,.:v; Si3.33 ts,. ORDER 61Ii Il r, PICK UP & iJ. 1 A.a �•# ry 1. ALL ELECTRICAUCONDUIT RUNS ARE SCHEMATIC ONLY. CONDUIT SIZES AND �'- ROUTING PROVIDED BY BAILIWICK. 2• IT SHALL BE THE SIGN INSTALLER'S RESPONSIBILITY TO ENSURE THE PROPOSED SIGN LOCATION DOES NOT INTERFERE WITH ANY UTILITIES AND COMPL IES ES WITH ALL APPLICABLE CITY CODES. SIGN INSTALLER SHALL ALSO OBTAIN APPROVAL FROM THE APPROPRIATE ENTITIES PRIOR TO INSTALLING THE SIGN OVER ANY EXISTING EASEMENTS. 3. REFER TO THE BUILDING ELECTRICAL DRAWINGS FOR UTILITY SERVICE ENTRANCE LOCATIONS, SIZES, AND CIRCUITING. PRE -BROWSE THREE PANEL MENU BOARD SIDE VIEW � DEMOLITION NOTES 7.53SQFT 22.61 SQ FT 1 TOR IS RESPONSIBLE FOR THE REPAIR OF ANY DAMAGE TO EXISTING IMPROVEMENTS DURING CONSTRUCTION SUCH AS BUT NOT NEW MENU BOARDS AND PRE —BROWSE BOARDS LIMITED TO: DRAINAGE, UTILITIES, PAVEMENT, STRIPING, CURB, ETC. NOT TO SCALE REPAIRS SHALL BE EQUAL TO OR BETTER THAN EXISTING CONDITIONS. 2. ALL WORK ON THIS PLAN SHALL BE DONE IN STRICT ACCORDANCE WITH SITE EXISTING BUILDING WORK SPECIFICATIONS. � M � . NOW 3, CONTRACTOR SHALL COMPLY TO THE FULLEST EXTENT WITH THE LATEST AREA OF WORK WINDS STANDARDS OF OSHA DIRECTIVES OR ANY OTHER AGENCY HAVING" JURISDICTION FOR EXCAVATION AND TRENCHING PROCEDURE.�" CONTRACTOR SHALL USE SUPPORT SYSTEMS SLOPING BENCHING OR 4 OTHER MEANS OF PROTECTION, INCLUDING BUT IS NOT LIMITED TO, ACCESS AND EGRESS FROM ALL EXCAVATION AND TRENCHING. CONTRACTOR IS RESPONSIBLE TO COMPLY WITH PERFORMANCE CRITERIA FOR OSHA.`�''' 4. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING THE PUBLIC A-6, r.Est T i `} ` m`.. Gw # ..r:1 w 81'-7"t FROM SPEAKER POST DURING CONSTRUCTION, INCLUDING BUT NOT LIMITED T0: CONSTRUCTION FENCING, BARRICADES, SIGNAGE, ETC. ��a Xt.F}at'. :t TO CENTER OF DT WINDOW 5. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL UTILITIES AND NOTIFYINGsBEVERAGES _ { THE APPROPRIATE UTILITY COMPANY PRIOR TO BEGINNING CONSTRUCTION. 6. CONTRACTOR SHALL VERIFY HORIZONTAL AND VERTICAL LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. a SCOPE OF WORK REMOVE EXISTING MENU BOARDS AND CAP CONDUIT PER SITE NOTES. INSTALL �_r NEW MENU BOARDS AND ALL REQUIRED CONDUIT AND WIRING. REFER TO PRE -BROWSE THREE PANEL MENU BOARD MANUFACTURERS BOARD PUBLISHED INSTALLATION INSTRUCTIONS. 6.98 SQ FT W/ TOPPER I - - - - ------ 26.33 SQ FT EXISTING OVERALL SITE PLAN EXISTING SIGNAGE BOARDS TO BE REMOVED SCALE: 1"= 20'-0" NOT TO SCALE NORTH 0 20' 30' 0 10, 15' 1 "-20' O' 1 -=1 01-011 i II `� ICI III,, RRM—M ARCHITECTS, PC 1317 Executive Blvd, Suite 200 Chesapeake, VA 23320 (757�22-2828 / fax (757)622-6883 OF• F� �lff i A. FZ4 • O 0 •• i G) .. AR93443 V Digitally signed by tFR�� donna e`liott rr mm. CNIliott, O=Donna FIllott, donna elliott L=Virginia seas, S=Virginia, C=US Reason: I am the author of this document Date: 2023.07.21 12:2237-04'00' CV O LO Y J a. o M U_ p�I (� I5„ J m J J �a w w O � � w � DATE 7/18/23 PROJECT 23403-19 DESIGNED AMC DRAWN AMC CHECKED DAE SITE PLAN AND NOTES C1'0 I ,_� 0 T f7 N O N O N _� 7 �+ (0 t H W O J a 0 LLi a z O rn 3 I U Qi rn �- cn 0 a� a� L J ll. J _J LY } �.. W N N rn M O w w a. O a i 0 0 0 i� N O W Q Z W J_ LL RRMIVI ARCHITECTS, PC 1317 Executive Blvd, Suite 200 Chesapeake, VA 23320 (757}622-28281fax(757)622-6883 `�����������tt �P�� OF. Fop ttf� ' � O ��, •, ' � • � . .� * — � •: �i � � AR93443 ' � ' i��'. 'V� �� �j�� ' Digitalty signed.by F/i __donnaslliott � CN=�pp�a slli Onfla elllOtt O=Donna Elliott, L=Virginia Beach, S=Virginia, C=US Reason: I am the author of this docume Date: 2023.07.21 12:22:28-04'00' �_`� �'`' � � �,--_ ��-__tea --_.' ��\ ___�� DATE 7/18123 PROJECT 23403-19 DESIGNED AMC DRAWN AMC CHECKED DAE ENLARGED UTILITY PLANS C1.1 -1, r e� ;ii y i! II} � i�, l '��II (i I �i■ --- RR-M-M ARCHITECTS, PC 1317 Executive Blvd, Suite 200 Chesapeake, VA 23320 (757)622-2828 / fax (757)622-6883 OF F4Otlll i AR93443 �� �.• • . Digitally signed bj donna elliott t RCU DAT -- � �. t i etw'0@rrmm.com, �� •� CN=d lWRFelliott, �� O=Dowl"lliott, onna elll0tt L=Virginia Beach, S=Virginia, C=US Reason: I am the author of this document Date: 2023.07.21 12:22:12-04'00' DATE 7/18/23 PROJECT 23403-19 DESIGNED AMC DRAWN AMC CHECKED DAE ENLARGED UTILITY PLANS C1,2 E (V N 0 a U O N H 0 W 0 J a m 06 m a) z w Q z i-- O g IL L ,Z N 0 LO Y J a 0 0 N U CL C 0 a Lo a C 0 U_ c m ,I Z W Q z W I� SIGNAGE FRAME, COORD. W/ SUPPLIER SEE TYPICAL CONN. DETAIL FINISH GRADE, COORD. U W/ CIVIL DWGS. r I 2'-6" MAX. X 0 BASE PLATE PROVIDED BY SIGN MANUF. INIA w (3)43 BANDS @ 2/2' O/C, LLJi i REM @ 10" O/C (MAX.) Z ° \4.i ' . 4 °0 4 . • (4)-3/4'O x 24" LONG THREADED RODS W/ 3" MIN. NUT CLR �, Q CONDUITS, SEE ARCH. U DWGS. FOR SIZE AND COUNT Nk (6)4EVERT. REINF. EQUALLY SPACED AROUND PIER 21-0" DIAMETER NOTE: CONCRETE PIER FOUNDATION DEPTH SHALL MEET OR EXCEED LOCAL FROST DEPTH REQUIREMENTS FOUNDATION SECTION (PRE -BROWSE BOARD) 1 " = 1 '-0" SIGNAGE FRAME, COORD. W/ SUPPLIER FINISH GRADE, COORD W/ CIVIL DWGS. � I 6-7" MAX. SEE TYPICAL CONN. DETAIL w II ED II r III w II 4 ° 4 4 3" MIN. CLR FOUNDATION Q 1 0 co I r- BASE PLATE PROVIDED BY SIGN MANUF. ° II I I (3)-#3 BANDS @ V2' O/C, is REM @ 10" O/C (MAX.) \_ Ir (4)-3/WO x 24" LONG 4 THREADED RODS W/ NUT °4 ° CONDUITS, SEE ARCH. DWGS. FOR SIZE AND ° COUNT (6)4EVERT. REINF. EQUALLY SPACED ° 4 AROUND PIER U /\ \/\\/\\\/\\\/\ 2' 0" NOTE: CONCRETE PIER FOUNDATION � DEPTH SHALL MEET OR EXCEED LOCAL FROST DEPTH REQUIREMENTS DIAMETER SECTION (MENU BOARD) r STEEL NOTES: 1. REINFORCEMENT: GRADE 60. 2. ALL HARDWARE SHALL BE HOT -DIP GALVANIZED IN ACCORDANCE WITH ASTM A-123 UNLESS OTHERWISE NOTED. 3. ANCHOR RODS, NUTS, AND WASHERS SHALL BE SHIPPED AS AN ASSEMBLY FROM THE SIGN/LIGHTING MANUFACTURER. COORDINATE WITH MANUFACTURER. A. THREADED RODS: ASTM F1554, GRADE 36 B. PLATE WASHERS: ASTM A-36 C. WASHERS: ASTM F-436 D. NUTS: A563DH OR A194-2H 4. FIELD HEATING TO BEND STEEL SHALL NOT BE ALLOWED. 5. THREADED RODS TO BE CUT, IF NEEDED, TO 3%z'. APPLY COLD GALVANIZING TO CUT BOLT ENDS. 6. CONTRACTOR (INSTALLER) IS RESPONSIBLE FOR THE MEANS AND METHODS OF CONSTRUCTION IN REGARDS TO JOBSITE SAFETY. 7. STRUCTURAL SIGN FRAME AND BASE PLATE DETAILS ARE PROVIDED BY SIGN MANUFACTURER. COORDINATE ALL ATTACHMENTS OF SIGN WITH MANUFACTURER. REFER TO SIGN MANUFACTURER DRAWINGS AND INSTRUCTIONS FOR ADDITIONAL INFORMATION. ANCHOR BOLT, NUT AND WASHER NOTES: 1. TOP OF PIERS SHALL BE SLOPED SUCH THAT MOISTURE CANNOT ACCUMULATE ON TOP OF FOUNDATION. 2. USE F1554 GRADE 36 BOLTS MINIMUM. 3. USE HOT -DIP GALVANIZED BOLTS IN ACCORDANCE WITH ASTM A-123. 4. ANCHOR BOLTS TO BESET IN ACCORDANCE WITH AISC CODE OF STANDARD PRACTICE. S. ANCHOR BOLTS, NUTS AND WASHERS SHALL BE SHIPPED AS AN ASSEMBLY FROM THE CANOPY, SIGN/LIGHTING MANUFACTURER. 6. DO NOT CUT ANCHOR BOLTS AFTER INSTALLATION OF FRAME. NOTE: *DIMENSIONS SHALL BE VERIFIED WITH SIGN FRAME AND BASE PLATE PRIOR TO CONCRETE PLACEMENT. ELECTRIr' A ! CONDL 00 1_ PIER FNDN., SEE SECTION NOTE: IF BOLTS ARE CUT, CONTRACTOR SHALL PROVIDE GALVANIZING SPRAY AT CUT BOLTS TO AVOID RUSTING. HEAVY 3/4' HEX TOP NUT (GALV.) -- 2"X2"X/4' HEAVY STEEL PLATE WASHERS (GALV.)-- HEAVY HEX LEVELING NUT (GALV.) 3/4"0 HOT DIP GALV. ALL -THREAD RODS -- HEAVY %4' HEX TOP NUT (GALV.) -- TYPICAL ANCHOR BOLT PATTERN NOT TO SCALE NOTE: COORDINATE CONDUIT PLACEMENT INSIDE SIGN BASE PRIOR TO CONCRETE PLACEMENT. (4) SLOTTED BOLT HOLES (COORD. SIGN PROVIDER) A or 00 COORD. HOLE IN STEEL BASE BASE PLATE W/ PLATE PER ELECT. CONDUITS MANUF. (COORD. W/ 22 SIGN PROVIDER) TYPICAL SIGN BASE PLATE NOT TO SCALE DETAIL ANCHOR BOLT DETAIL NOT TO SCALE TIGHTEN TOP NUT 6 TURN BEYOND HAND -TIGHT (TURN OF NUT METHOD) (MIN 600, MAX 800) FLAT WASHERS HEAVY 3/41 HEX TOP NUT (GALV.) (2)-1.468"x0.177 THICK WASHERS (GALV.) HEAVY HEX LEVELING NUT (GALV.) 3/4'O HOT DIP GALV. ALL -THREAD RODS - HEAVY 3/4' HEX TOP NUT (GALV.) - ALTERNATE ANCHOR BOLT DETAIL NOT TO SCALE r-, L.0 w O ° LEVELING NUT COTE: THE DISTANCE FROM THE TOP OF THE FOUNDATION TO THE BOTTOM OF THE BASE PLATE SHALL BE NO GREATER THAN 2". TYPICAL CONNECTION DETAIL NOT TO SCALE P GENERAL NOTES: 1. THE FOLLOWING CODES WERE USED IN DESIGN: 7th EDITION 2020 FLORIDA BUILDING CODE, IBC 2018 AND ASCE-7 (2016). 2. STRUCTURAL LOADINGS: WIND: WIND (3 SECOND GUST) ........................................... VULT = 140 MPH " VAsp = 109 MPH EXPOSURE........................................................................... C RISKCATEGORY................................................................. II WIND BASE SHEAR ........................... ............................Vb = 530 LBS (PRE -SELL BOARD) Vb = 1140 LBS (MENU BOARD) SEISMIC: SEISMIC IMPORTANCE FACTOR(le).................................1.0 MAPPED SPECTRAL RESPONSE ACCELERATIONS..Ss....... 0.058g S,........ 0.032g DESIGN SPECTRAL RESPONSE ACCELERATIONS Sps...... 0.062g SDI ...... 0.051 g SITECLASS...........................................................................D SEISMIC DESIGN CATEGORY.............................................A SEISMIC RESPONSE COEFFICIENT(Cs)..............................0.030 COMPONENT RESPONSE MODIFICATION FACTOR (Rp)..3.5 SEISMIC DESIGN FORCE(Fp)..............................................0.01 KIPS (PRE -SELL BOARD) 0.03 KIPS (MENU BOARD) FROSTDEPTH............................................................................... 01_OII 3. ALL FOOTING EXCAVATIONS ARE TO BE CLEAR OF WATER AND FOREIGN MATTER BEFORE PLACING CONCRETE. 4. PRESUMPTIVE MINIMUM ALLOWABLE LATERAL SOIL BEARING PRESSURE (So) OF 100 PSF. CONTRACTOR SHALL CONFIRM AN ALLOWABLE BEARING PRESSURE (Sb) OF 1500 PSF. ALLOWABLE BEARING PRESSURE SHALL BE VERIFIED PRIOR TO CONCRETE PLACEMENT. 5. FOUNDATION SHALL NOT BE PLACED ON OR AT THE TOP OF A SLOPE EXCEEDING 3:1 WITHOUT EVALUATION BY A PROFESSIONAL LICENSED IN THAT STATE. DO NOT PLACE FOUNDATION IN FILL MATERIAL. 6. DEPTH OF PIER FOUNDATIONS MAY BE LOWERED IF NEEDED TO OBTAIN LOCAL FROST DEPTH ELEVATIONS OR IF REQUIRED DUE TO POOR SOIL CONDITIONS. VERIFY FROST DEPTH ELEVATIONS WITH LOCAL CODE OFFICIAL. 7. ELECTRICAL CONTRACTOR TO PROVIDE INFORMATION ON CONDUIT AND ELECTRICAL REQUIREMENTS AND CONTRACTOR (INSTALLER) SHALL COORDINATE PLACEMENT TO MAINTAIN 2 CLEAR TO ANCHOR BOLTS. 8. COORDINATE LOCATIONS OF SIGNS AND FOUNDATIONS WITH SITE PLAN. 9. CONTRACTOR SHALL CUT EXCESS SONOTUBE FROM AROUND THE PERIMETER OF THE PIER FOUNDATION AFTER PLACEMENT OF BOARD (PRIOR TO LEAVING SITE). 10. CONTRACTOR SHALL NOT DEVIATE FROM STRUCTURAL DRAWING WITHOUT PRIOR WRITTEN CONSENT AND INSTRUCTIONS REGARDING ANY CHANGE TO THE CONTRACT DRAWINGS. ANY DEVIATION FROM THIS DESIGN OR FROM ANY PART OF THIS DRAWING WITHOUT PRIOR WRITTEN CONSENT OF THIS ENGINEER SHALL VOID ALL LIABILITY ASSOCIATED WITH THIS WORK. 11. SPECIAL INSPECTIONS ARE NOT REQUIRED FOR THESE SIGN FOUNDATIONS. CONCRETE NOTES: l . ALL FOOTINGS SHALL BEAR ON FIRM UNDISTURBED RESIDUAL SOIL AND/OR EARTH FILL COMPACTED TO 95% OF ITS MAXIMUM DRY DENSITY AS PER ASTM D698 (STANDARD PROCTOR) UNLESS NOTED OTHERWISE. CONTRACTOR SHALL CONFIRM SOIL CAPACITY PRIOR TO CONCRETE PLACEMENT. 2. ALL PIERS TO EXTEND TO FROST DEPTH AS DETERMINED BY LOCAL JURISDICTION. VERIFY WITH LOCAL BUILDING OFFICIAL. 3. TOP OF PIERS SHALL BE SLOPED SUCH THAT MOISTURE CANNOT ACCUMULATE. 4. ALL CONCRETE CONSTRUCTION SHALL BE IN ACCORDANCE WITH ACI 301 "STRUCTURAL CONCRETE FOR BUILDINGS" AND ACI 318 "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE." 5. ALL CAST -IN -PLACE CONCRETE SHALL ATTAIN AN ULTIMATE COMPRESSIVE STRENGTH (fc) OF 3000 PSI AT AN AGE OF 28 DAYS UNLESS OTHERWISE NOTED. 6. ALL REINFORCING STEEL SHALL BE ASTM A 615, GRADE 60 DEFORMED BARS, UNLESS OTHERWISE NOTED. 7. CONCRETE PROTECTION FOR REINFORCING AS WELL AS PLACING AND FABRICATION OF REINFORCING SHALL BE IN ACCORDANCE WITH THE "THE AMERICAN CONCRETE INSTITUTE BUILDING CODE REQUIREMENTS" (ACI 318). 8. ALL CAST -IN -PLACE CONCRETE SHALL BE AIR -ENTRAINED TO 6% (±1%2%). WATER/CEMENT RATIO SHALL NOT EXCEED 0.48. 9. THE MINIMUM CONCRETE COVER FOR THE PROTECTION OF REINFORCEMENT SHALL BE AS NOTED. 10. BEFORE PLACING CONCRETE, ALL EMBEDDED ITEMS SHALL BE PROPERLY PLACED, ACCURATELY POSITIONED, AND MAINTAINED SECURELY IN PLACE. NO "WET SETTING" IS ALLOWED. 11. AGGREGATES IN NORMAL WEIGHT CONCRETE SHALL CONFORM TO ASTM C-33 (HARDROCK). 12. PORTLAND CEMENT SHALL BE TYPE II FOR ALL CONCRETE CONFORMING TO ASTM C150, LOW ALKALI. 13. FLY ASH OR OTHER POZZOLANS CONFORMING TO ASTM C618 CLASS N OR F MAY BE USED AS A PARTIAL SUBSTITUTION FOR PORTLAND CEMENT UP TO A MAXIMUM OF 25% TOTAL CEMENTITIOUS MATERIALS BE WEIGHT IF THE MIX DESIGN IS PROPORTIONED PER AC1318, SECTION 5.3. CONTRACTOR SHALL FORWARD DESIGN MIX TO ARCHITECT AND STRUCTURAL ENGINEER OF RECORD. 14. CONCRETE MIXING OPERATIONS, ETC. SHALL CONFORM TO ASTM C94. 15. DO NOT USE ANY CONCRETE OR GROUT CONTAINING CHLORIDES. WATER USED IN MIX SHALL BE CLEAN AND POTABLE. 0 3' 6' 12" RRMM ARCHITECTS, PC 1317 Executive Blvd, Suite 200 Chesapeake, VA 23320 (757j 22-28281 fax (757�22&8M ,►° a Z'S �0' m m oU_ J Ls� "MJ W J = CL N a �t�rrl, C0 W Ir-J Of a U5 DATE 7/18/23 PROJECT 23403-19 DESIGNED WPH DRAWN WPH CHECKED DLB PRE -SELL /MENU BOARD FOUNDATIONS S1.O _ I 7 �I ' 111 I� , I ' ii' it� I�j k r• I �fl��t'Fa I q!,'•II���} i A y) r s _ * ` {j1r'r1 „�tl�ivNr[. hk,fii A. 4S I J7J 1 aa 1 r I S E• � 1 �r .31 �s �`t ! t r -r os i °�IJt I r,.ar 1 ? xr l fit: 1,4 iT w IR 3 3 1 •_, :: i s� M' a 1 (tr �r dJ s�� itttr ' I r u'�11 �1 i( Elri 1 IAI Nkk'! I• I, qls •�I! �l� Ilia 9+#.,� �;� ►s III ij i� II ll� )I: ° `. 1 I # I'I , !, i �I, III:f I I II i l I' II 1� �I,a d 1 f�9 r ti i la1 ' r I f I 1 +IiI 11 + it I { , 1 f , i il1 L I� i �' l l�l, �I �1 #''I .'I� �E F <I � ' ! ). .l I. all Its � 9� I iI11''ji I �, C. j, { t' !aS t I �I t r I; oi I a I€ I !I I I, ! �I II a�'Gl�l11 l 1 I d F. I ilnII,:C(� I ' I•+!{'!�'����! ���I d�r�fit' '',�j 1 ry