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Home My WebLink About8539 Gall BlvdI cn I X 0 U; 0 0 0 0 E Q I` 0 U 0 0 a U Q X E 0 cc r� 0 I N� U N 0 z _c REVISIONS CONCEPT CLIENT REVIEW 2023-07-05 JWC REVISE CONCEPT PER CLIENT 2023-07-27 JWC 2PRICING/BIDDING SET 2023-10-04 JWC 3 MONUMENT SIGN PERMIT SET 2023-11-08 JWC 4 a 'IERCE WEST PALM BEACH FT. LAUDERDALE MIAMI 0 ol 100,/ / / / SCALE:7MLM:MMM7 11 / ORIGINAL DRAWING IS 24" X 36". SCALE ACCORDINGLY IF ALTERED, TROTTERS CROSSING MONUMENT SIGN PERMIT I CONSTRUCTION 2023-11-08 LOCATED IN: SECTION 27, TOWNSHIP 25 SOUTH, RANGE 21 EAST CITY OF ZEPHYRHILLS COUNTY, FLORIDA MONUMENT SIGN NOTES: 1. THE MONUMENT SIGN SHALL ADHERE TO THE REQUIREMENTS OF THE CITY OF ZEPHYRHILLS LAND DEVELOPMENT CODE 8.01.00 SIGNS PERMITS REGARDING LOCATION, SETBACKS, SIZE, COPY FONT AREA AND VISIBILITY REQUIREMENTS. 2. THE CONTRACTOR IS RESPONSIBLE TO ACQUIRE ALL PERMITS PRIOR TO CONSTRUCTION ACTIVITIES. 3. ALL FEES AND FORMS SHALL BE PAID AND SUBMITTED WITH THE COUNTY PRIOR TO CONSTRUCTION ACTIVITIES. 4. THE CONTRACTOR IS REQUIRED TO OBTAIN PROGRESS INSPECTIONS; SUCH AS BUT NOT LIMITED TO, DEPTH OF FOOTING, CONCRETE STRENGTH, CMU BLOCK STRENGTH, REINFORCEMENT INSTALLATION, HURRICANE BRACKET REQUIREMENTS, ROOF BRACKETS OR FASTENERS. 5. THE CONTRACTOR SHALL SUBMIT APPROVED INSPECTIONS TO THE OWNER PRIOR TO BACKFILLING OR PROCEEDING WITH VERTICAL CONSTRUCTION ACTIVITIES. 6. THE CONTRACTOR IS RESPONSIBLE TO OBTAIN AND SUBMIT TO THE OWNER AN APPROVED FINAL INSPECTION REPORT PRIOR TO REQUESTING FINAL PAYMENT. 7. THE CONTRACTOR IS RESPONSIBLE TO OBTAIN GEOTECHNICAL REPORT AND SOIL COMPACTION REQUIREMENTS PRIOR TO EXCAVATION ACTIVITIES. THE COST OF REPORT SHALL BE REQUIRED AND PART OF THE PROJECT COST AND SCOPE OF WORK. IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT OF DISCREPANCIES BETWEEN THE DETAILS AND REQUIREMENTS OF THE REPORT. ALL WORK SHALL COMPLY WITH PREVAILING CODES FLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE, AND THE CITY OF ZEPHYRHILLS ORDINANCES REVIEW DATE 7-1,q CITY OF ZEPH YRPLAN EXAMINER HIL � Sheet List Table Sheet Number Sheet Title HS-00 COVERSHEET HS-01 MONUMENT SIGN PERMIT PLAN HS-02 SECONDARY WALL AND FENCE PERMIT PLAN (OPTIONAL) HS-370 FENCE DETAILS HS-371 MONUMENT SIGN — PERSPECTIVE GEOMETRY HS-372 MONUMENT SIGN — NORTH ELEVATION HS-373 MONUMENT SIGN — FRONT SECTION DETAILS HS-374 MONUMENT SIGN — SIDE SECTION DETAILS HS-374B SECONDARY WALL DETAILS (OPTIONAL) HS-375 STRUCTURAL CMU BLOCK DETAILS HS-376 STRUCTURAL NOTES AND WIND LOAD CALCULATIONS LT-00 LIGHTING SPECIFICATIONS E0.0 E1.0 :ELECTRICAL ENGINEERING DRAWING E2.0 ELECTRICAL ENGINEERING .. _ DRAWING E3.0 ELECTRICAL ENGINEERING DRAWING daNDScq ® TATE ®® OF • • 3�CORION PREPARED FOR: AMERICAN HOMES 3923 COCONUT PALM DRIVE SUITE 110 TAMPA, FL 33619 PROJECT DATA: TROTTERS CROSSING ZNS JOB #: 45531 AUTHORIZED AGENT/PREPARER: ZNS ENGINEERING 1023 MANATEE AVENUE WEST BRADENTON, FL 34205 (941) 748-8080 JOSEPH W.L. COLLINS STATE OF FLORIDA REGISTERED LANDSCAPE ARCHITECT #LA6667401 ZNS ENGINEERING, L.C. SIGNATURE THIS DOCUMENT IS PROTECTED BY SECTION 106 OF THE "UNITED STATES COPYRIGHT ACT", REPRO- DUCTION OR ALTERATION OF THIS DOCUMENT OR THE INFORMATION CONTAINED HEREON BY ANY MEANS WHATSOEVER IS STRICTLY PROHIBITED WITHOUT THE PRIOR WRITTEN CONSENT OF ZNS ENGINEERING, L.C. CONSENT IS HEREBY GRANTED SPECIFICALLY TO GOVERNMENTAL AGENCIES TO REPRODUCE THIS DOCUMENT IN rEET COMPLIANCE WITH F.S. CHAPTER 119. ,-�,_u,■ .. .. IdUiu.L:;nC S I x to Q) 0 i V) 0 i- 0 U 0 E Q Cn co 0 O L 0 0 U Q x 0 r7 0 I f� N O N 0 z PROJECT BOUNDARY \\ \ \ \ \ \� L \\\� I \� \\- � 1 � L O WM WM WM WM WM ---- WM WM WM W WM WM WM WM WM WM WM WM WM WM WM WM F-01 I SOLID FENCE 8T FENCE (ENTIRE LENGTH OF PROPERTY LINE) FIRST DRIVE 26'-2" FENCE AND PLANTINGS (OPTIONAL) CURB A FM - — FM FM FM FM FM FM FM FM FM FM F FM FM FM FM PROJECT BOUNDARY ALIGN FENCE WITH CROSS FENCE F-02 BACK OF MONUMENT / WALL (TYPICAL) ** CAUTION - PRIVATE FORECEMAIN UTILITY PIPE ** APPROXIMATELY 4' BELOW GRADE - SEE PLAN FOR FOOTING CLEARANCES, CONTRACTOR TO CAREFULLY EXCAVATE TO NOT DISTURB EXISTING UTILITY, CONFIRM DEPTH AND HORIZONTAL LOCATION OF PIPE PRIOR TO FOOTING EXCAVATION, SEE ENGINEERING PLANS FENCE CODE DESCRIPTION QTY DETAIL F-01 FENCE - 6'H SOLID PVC 565 If 1/HS-370 F-02 FENCE - 4'H CROSS PVC 24 If 2/HS-370 SITE STRUCTURES CODE DESCRIPTION QTY DETAIL SS-101 MONUMENT SIGN 1 1/HS-371 SS-102 FREE STANDING WALL 5 1/HS-375 WM WM FDOT 2020 DESIGN MANUAL INTERSECTION SIGHT DISTANCE 2 LANE UNDIVIDED ROADWAY - 30 MPH DESIGN SPEED d=335' (PROJECTED TO NEAREST INTERSECTION) dL=240' dr=155' LEFT TURN LANE - 1 LANE CROSSED (SOUTH ROAD NOT YET INSTALLED - SHOWN FOR FUTURE REFERENCE) da-245' 20' CITY OF ZEPHYRHILLS VISIBILITY TRIANGLE LOCATION OF MONUMENT SIGN FOOTING TO BE BELOW NEW WALK, COORDINATE SCHEDULE OF TRADES 31'-10" MONUMENT SIGN - SEE DETAIL l^� CURB_\ - FRONT SIDE OF SIGN TO FACE ENTRY ROAD (NORTH ELEVATION)�'''�J �'v`' TO RIGRI D � \ PROPOSED WALK .,gggggg ------------------------------- — ; J F FM FM FM— �,FM REAR SIDE OF SIGN -' ]_ EAST SIDE OF SIGN TO 0 0 W FACE PHELPS AVENUE m z p MONUMENT SS-101 c O O = SIGN O -� z O < 17 LOCATION FOOTING TO BE V-4" FROM CENTER OF PIPE Manufacturer / Model / Finish Contact / Phone / Email / Website Per Plan and Detail Jeremy Brongo / 813-239-6929 / www.floridastatefence.com Per Plan and Detail Jeremy Brongo / 813-239-6929 / www.floridastatefence.com Manufacturer / Model / Finish Contact / Phone / Email / Website Per Plan and Detail By Owner and Contractor Per Plan and Detail By Owner and Contractor i W 0 z D m r� Z' m VJ gym\ O , Z mmism —< i I z O !j _j I f O O I 1 1� 1. li /1 Z jII / O 1 �� 1 I O l f� +I � �PA®SQ4 0v�eeeo�e LINp��e9� ��Qi®�•,� ~•e�� Ga°®�S LA 6667401 *- um g ,p : 1► •, STATE ®° pF ®e• � '••eeeee. �CORION JOSEPH W.L. COLLINS ATE OF FLORIDA REGISTERED LA DSCAPE ARCHIT C6667401 vA MONUMENT SIGN NOTES. SIGNA4RE �3 1. THE MONUMENT SIGN SHALL ADHERE TO THE REQUIREMENTS OF THE CITY OF ZEPHYRHILLS LAND DEVELOPMENT CODE 8.01.00\ SIGNS PERMITS REGARDING LOCATION, SETBACKS, SIZE, COPY��411111 FONT AREA AND VISIBILITY REQUIREMENTS. 2. THE CONTRACTOR IS RESPONSIBLE TO ACQUIRE ALL PERMITS PRIOR TO CONSTRUCTION ACTIVITIES. o o 3. ALL FEES AND FORMS SHALL BE PAID AND SUBMITTED WITH THE J 1 M COUNTY PRIOR TO CONSTRUCTION ACTIVITIES. " z co 4. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE LANDSCAPE off' z 06 ARCHITECT IN WRITING OF ANY DISCREPANCIES BETWEEN THE`�� Uj N Alcm PLAN AND LOCAL OR FEDERAL CODE REQUIREMENTS. ' m a 5. THE CONTRACTOR SHALL SURVEY AND STAKE THE HORIZONTAL m 3 0 AND VERTICAL LOCATION OF THE MONUMENT FOR REVIEW AND Z) w Ed APPROVAL BY THE OWNER'S REPRESENTATIVE PRIOR TO EXCAVATION ACTIVITIES. FEES FOR SURVEYING SERVICES SHALL � o BE PART OF THE SCOPE OF WORK AND CONTRACT COST. N z z RE -STAKING MAYBE REQUIRED IF STAKING IS IMPACTED OR �� S o 1 N DAMAGED DURING CONSTRUCTION ACTIVITIES. W 8 N o @j cID 6. COORDINATION OF ALL TRADES, DELIVERIES AND SCHEDULE OF Z N INSTALLATION FROM SUBCONTRACTORS SHALL BE PART OF THE GENERAL CONTRACTORS SCOPE OF WORK AND PROJECT COST. w 7. STAGING AND STOCKPILING AND CONCRETE WASHOUT AREAS SHALL BE IN AN AREA APPROVED BY THE OWNER'S rl REPRESENTATIVE AND ADHERE TO LOCAL AND SWFWMD j REQUIREMENTS. U U U U 8. THE CONTRACTOR SHALL MAINTAIN A NEAT, CLEAN AND ORGANIZED SITE THROUGHOUT CONSTRUCTION ACTIVITIES. NO DEBRIS, PLASTIC, CONCRETE OR SOIL CLODS SHALL ACCEPTABLE U-) � 'T 00 WITHIN THE BACKFILL SOIL. o r cal I` o O 0 r O O 9. THE CONTRACTOR SHALL SUBMIT LOCATION TICKETS FOR ALL N N N N BELOW GROUND UTILITIES (SOFT AND HARD) AND IDENTIFY AND 0 N 0 N 0 N 0 N MARK IN THE FIELD PRIOR TO EXCAVATION ACTIVITIES. RE -PAINTING AND MARKING MAYBE REQUIRED THROUGHOUT THE DURATION OF CONTRACT IF IMPACTED OR NO LONGER VISIBLE DURING CONSTRUCTION ACTIVITIES. AVOID PAINTING ON NEWLY z INSTALLED MATERIALS OR PAVEMENTS WHERE APPLICABLE. Q z w w U) 10. THE DETAILS HAVE BEEN PROFESSIONALLY REVIEWED AND Uj w_ U SIGNED AND SEALED BY A LICENSED STRUCTURAL ENGINEER. > ASSEMBLY OF COMPONENTS; SUCH AS BUT NOT LIMITED TO, uj a u a- FOOTINGS, REINFORCEMENT AND COMPRESSIVE STRENGTH OF w 0- z CONCRETE SHALL MEET OR EXCEED THE STRUCTURAL ENGINEERS REQUIREMENT PER THE NOTES AND DETAILS. �j Z o OU 0° w 11. THE CONTRACTOR IS REQUIRED TO OBTAIN PROGRESS w w z INSPECTIONS; SUCH AS BUT NOT LIMITED TO, DEPTH OF FOOTING, z � U z CONCRETE STRENGTH, CMU BLOCK STRENGTH, REINFORCEMENT O w E O INSTALLATION, HURRICANE BRACKET REQUIREMENTS, ROOF U 0� a_ 2E BRACKETS OR FASTENERS. N ate. r Q N Z Z U 12. THE CONTRACTOR SHALL SUBMIT APPROVED INSPECTIONS TO Z w m m o � W a THE OWNER PRIOR TO BACKFILLING OR PROCEEDING WITH J 6 a o ° !z m a o VERTICAL CONSTRUCTION ACTIVITIES. S w i z W z o oL,8NWZa 13. THE CONTRACTOR IS RESPONSIBLE TO OBTAIN AND SUBMIT TO W 6 K K Z O n THE OWNER AN APPROVED FINAL INSPECTION REPORT PRIOR TO LU z ° o W o o' . a REQUESTING FINAL PAYMENT. t _ z o o _ N �wU 14. THE CONTRACTOR SHALL SUBMIT ALL SHOP DRAWINGS AND/OR � z o _ z �' 0 (RFI) REQUEST FOR INFORMATION DOCUMENTS FOR REVIEW AND o = o o z o z _ APPROVAL BY THE OWNERS REPRESENTATIVE PRIOR TO NGwaOmzW-� o o W 3 w � ° 3 ORDERING, SHIPPING OR INSTALLATION; INCLUDING BUT NOT LIMITED TO, PAINT OR STAIN, WOOD OR LUMBER, STONE AND GROUT, TILE AND GROUT, SIGN PANEL AND CABINETS AND LIGHTING. MATERIAL LETTERS OF APPROVAL RATED FOR MIAMI-DADE HURRICANE WIND RATINGS MAY ALSO BE REQUIRED PER STRUCTURAL ENGINEER PRIOR TO ORDERING SHIPPING OR ' I INSTALLATION. T \ 7 1.F TNF f�nNTRAC:Tf�R �HAI I RFCII IF�T A FINAI 11RCFR\/ATI(1N SCALE ACCORDINGLY IF ALTERED. cn cn Z Z oD q M Z 5 O 0 o C, W d U)N O o = Uj Z3pW 0 w 0 Z on W w 0 v N A 9 ul \ � MWM WM-- - WM- W 1011, LLI z _ NINE\ U �. h .\ r \ r -� \ \ F-01 I SOLID FENCE e c c \\�\\ \ \\\\\ `O\\\ \\\�\\\\\\O\\\\\\\\\\\\\\\\\\ a0\\� \\\\\\\\\\O\�1 O\\O ..�\\\Q` c e e O\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\O O\\\\ O\\\\.�O\\\\\\\\\\\\00\\\\\\\\\\\\O\\\� .�\\\\\\ a\\\� e c c �\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\� .YZ\\� �\\\\\.a\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ a0\\\\ c e c ` e �♦ a\\\\\\ WM WM N WM WM WM WM WM WY WM WM WM WM WM WM WM WM WM WM � M WM WM WM WM .....' -- --- ---------------- ------- .- -._.- _...... --_ --- -----..........__------.........._ ..----- - --------------------------------------- ---- -- --- SS ..........,...,_...............__......,.............. .. ... ..... _.....------.._.------. --- .. .. ................-------------_------------ 564'-6" SOLID FENCE ff 28'-9" I 67'-8" 67'-8" _.. TO PROPERTY WALL AND FENCE 76' PLANTINGS �- WALL AND FENCE \ c FM FM FM FM - - -- - - FM FM �FM FM FM FM FM FM I \.. ------- --- Rm \\\\\\\oo\\\\\\\\\\\\\\o WN" R\\\ R\\o� \\ aa\\m\\\ a\, .��\\" a\o\o\m\a\\\\o\o\\a m\� \\\, o ' PROJECT BOUNDARY � �\\\ U) S MM �\or am ►1 C0 0 0 T U .0 Q cn U) 0 u 0 6 U Q X F 0 0 I N 0 N 0 z Q0 CORNER' (OPTIONAL) FIRST DRIVE 17'-8" WALL \ c- - e . .. �._ �.. WALK FM FM M FM FM FM FM FM FM FM FM FM FM FM F c c c c e e c c c a0\\\\ a0\\\\\\\\\\\\�a\\\\\\\\\\� �\\\\ \\\\\\\\\O�\\R\\\O\\O\\\\\\\\ O\\\� �\\� ate\\\\\\\\\\\\\\\\\\\\\\\\\\\ \\\\\ .\\\ .�O\\\\\\\\\\ \\\ o\\ .�00\\\\\00\\ \O CROSS FENCE F-02 SS-102 WALL F-02 CROSS FENCE CROSS FENCE F-02 ALIGN FENCE WITH CD _� ALIGN FENCE WITH BACK OF MONUMENT / WALL BACK OF MONUMENT / WALL (TYPICAL) v W (TYPICAL) -_0 co OW0 00n W �` (OPTIONAL) 17'-8" WALL . _..._ ....... . FM FM 0 z zw �00� Z7000 W0 Oa W W U'1 \\\\\ � � " �\\a\\\\a\\\\\\\\\\\\m\\\\\\\m\\a\� OWN.�O\\\\ Oa\\\m\\\\\\\m\\\a\\\\\\\\\\\ 0\\O Om\ \\\a\\\\\\\m\\\\\\\\m\a\\\m Oa\\ Oa\\..\\a\m\a\\\\\\\\\\\\\\\\a\\\\a\ 0\\\\ �\\\ 100 ISO WM��:, WM WM WM WM WM WM/M WM WM WM WM WM N WM WM WM_WM 4M WM - - - -- - \ ---- - — - -- - - uh - -- now INN 172'-2" FENCE 1 _O.O.O_. WALL SS-102 WALL \ ( ) � � SS-102 01 o BASE BID Mom` :. \�- 0. \ `..o':.O\°::~ 6. ffi, EN so FIRST DRIVE w ms ♦.,� Cn Cn �.. . . \ \ /� a /'�� O\ E A1�-A D -- -- - ----- {/_�t'_IAL AN© ---------- o\\ „ \ — ..>. G�..-� "EEC-�-% `^ "' \ _.-.._- _..___._.____----- - ._ - ,a\aa\oa\oaa\\\\aoaao\amaaaaaaaaa\\\\\�\-\�-,\\�,\\-�\\�-\\\\-.\O\-1\\.. ..., �EIVTER ENTER) ... ,. � _. F— r------ --� r--------� WALK @ W I �-------------------J \ M FM FM FM M FM -FM -FM \ FM -FM -FM -FM FM -FM FM FM FM FM FM FM FM Z 9 -7 J �aooa\moo�`\oa\m\a\a\\ m Wmw, _ \ O 17'-8" 17'-8" ) z (Dz ° C) <C Z z _.._. LSO ....WALL WALL NW z0 Q U OPTIONAL OFTGONAL..= _ ------- . _----------- ----... _.._._ p� 0O �aJO \ \ e \ \ mo\ a\amaaam\\oaaaa\mm �\a. \a .♦\ooa\\\maaa\\\\aa\\\\\\\\ \\\\ \\a a\\ma\a\\\\\\mm\aa\a\\a\ ra\\ �\m �\aa\�\\\\\\\\\\\\\\\\\\\\\\\ �\\\\ �\\\\ \\\� CROSS FENCE F-02 PROJECT BOUNDARY 1 FENCE CODE DESCRIPTION QTY DETAIL Manufacturer / Model / Finish Contact / Phone / Email / Website F-01 FENCE - 6`H SOLID PVC 565 If 1/HS-370 Per Plan and Detail Jeremy Brongo / 813-239-6929 / www.floridastatefence.com F-02 FENCE - 4' H CROSS PVC 24 If 2/HS-370 Per Plan and Detail Jeremy Brongo / 813-239-6929 / www.floridastatefence.com SITE STRUCTURES CODE DESCRIPTION QTY DETAIL Manufacturer / Model / Finish Contact / Phone / Email / Website SS-101 MONUMENT SIGN 1 1/HS-371 Per Plan and Detail By Owner and Contractor SS-102 FREE STANDING WALL 5 1/HS-375 Per Plan and Detail By Owner and Contractor I J >;� a mry ui N W0� D O J IZ > Q U U F-01 SOLID FENCE 0 O W' LO -` _ - ,-�` PROJECT B AR 0\m�o\d' � m� � \� � aa\a\\aam\� �\\ om �\Lao\\\o�� o ♦�\\\ _ \\ C BOUND Y \ �.\\\maa \\\\ \��om\aoa �am\�oo �a\m�o\o\\\\\\\ ?a\\� 0m .o\0000000\000\oo\ \o a\ �\\\\ am\ I mil\ (lam\ �`l l-,\ �\5 N, \�� WM WM WM iWM WM WM WM 76' 42'-8" PLANTINGS WALL AND FENCE — (OPTIONAL) 17'-8" WALL , FM FM M FM FM FM FM FM FM FM M �11R,1 .11 WE MM "MM, 000 OR WYmOOa\\\\\O\\\mOmOM ..`\\\\\� \\\\\\ M'�O\\O\\\\\\ON, SS-102 WALL F-02 CROSS FENCE k CROSS FENCE F-02 FM \\ o saa \\oar 0 z � - 0 X d � �D z W `-00� e`)000 W 0 0 0- W W WM WM WM 58' MONUMENT SIGN SEE HS-01 WM FM FM FM FM FM F1Vr SS-102 WALL PROJECT BOUNDARY ORIGINAL DRAWING IS 24" X 36". SCALE ACCORDINGLY IF ALTERED. 11 I16I20, DScgA 10 1 : a LA 6667401 ®. .� r.®m Ul cd •® STATE FLORI®� EPH W.L. COLLINS OF FLORIDA REGISTERED 'E RCHIT CT 6667401 M SIGNATURE _ = O\\\m 0 d (" ) 3\\\\\\\\\\\a\a\\\ O M 00 O J L XxP l) I\\I �\ C00 00 o 04 � Lu m V �\\\\\\\\\\\\\O\\��\ 00 � Z 0 LLu g Z W F<- Qo Q\, I ko ^ Z s�aill 0 o � ,Z g m W V) M Z O N $W# I z N a w i ) I o � w a. LID ti 'ITM a o N o 0 J W (D r O O r r i 2 I c'7 M M ch \ � N N N N 0 0 0 0 J 5 N N N N =i l 0; ) I. �? =n z Z W w O !) i > I W W W W I:- 0 nCL w W z (D U Z 0 F- 0 in W W W U Z z > 0 z 0 W EE 0 0 0� M 2 a 8o o O 6 z W z r 2 2 O n W w W a a H N Z V z Z 0 0 0 0 a a s OW -' N w a o Z o f= o v 0Lu Lu x Z? Q Lu W } H W Z H G W Z 6 O z n y w w 0 - W 0 0 W 3 0�� a i �. V N W a 0 O o J o~ U Z uP 003�W UpLL rJ w a 0 Z w F-- to J Q Z O O Z Q a J CL [ N ~ Z z o = O Z N O W 0 V � N ~ 10_ N Z N u a_ LL CieZ N p 1— 0 0 Q ce N V • Z O N W ♦ z O U W N N O Z ^' z z LO g \ V � a 0 z M T w i N p-; No co Lu Z C� w z Lu co w w 0 0 0, v) 0 .O / X E D P. /071 0 r r0 I x Q) 0 i cn cn 0 E 0 a� I W U) O U O 0 u Q x E 0 I N 0 N O z 0 N D 1 ♦ �TyA �FgsTso ♦ n� pA TS�OF FRr_ FJ MONUMENT SIGN NOTES: 1. SUBMITTING A BID OR COST TO INSTALL THE WORK TO THE OWNER CONFIRMS THE CONTRACTOR HAS HAS READ THE DETAILS AND REQUIREMENTS OF THE WORK SHOWN HERE WITHIN - SEE PLAN, ALL DETAILS AND BELOW SIGN NOTES PRIOR TO BIDDING. 2. THE MONUMENT SIGN SHALL ADHERE TO THE REQUIREMENTS OF THE CITY OF ZEPHYRHILLS LAND DEVELOPMENT CODE 8.01.00 SIGNS PERMITS REGARDING LOCATION, SETBACKS, SIZE, COPY FONT AREA AND VISIBILITY REQUIREMENTS. 3. THE CONTRACTOR IS RESPONSIBLE TO ACQUIRE ALL PERMITS PRIOR TO CONSTRUCTION ACTIVITIES. 4. ALL FEES AND FORMS SHALL BE PAID AND SUBMITTED WITH THE COUNTY PRIOR TO CONSTRUCTION ACTIVITIES. 5. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT IN WRITING OF ANY DISCREPANCIES BETWEEN THE PLAN AND LOCAL OR FEDERAL CODE REQUIREMENTS. 6. THE CONTRACTOR SHALL SURVEY AND STAKE THE HORIZONTAL AND VERTICAL LOCATION OF THE MONUMENT FOR REVIEW AND APPROVAL BY THE OWNER'S REPRESENTATIVE PRIOR TO EXCAVATION ACTIVITIES. FEES FOR SURVEYING SERVICES SHALL BE PART OF THE SCOPE OF WORK AND CONTRACT COST. RE -STAKING MAYBE REQUIRED IF STAKING IS IMPACTED OR DAMAGED DURING CONSTRUCTION ACTIVITIES. 7. COORDINATION OF ALL TRADES, DELIVERIES AND SCHEDULE OF INSTALLATION FROM SUBCONTRACTORS SHALL BE PART OF THE GENERAL CONTRACTORS SCOPE OF WORK AND PROJECT COST. 8. STAGING AND STOCKPILING AND CONCRETE WASHOUT AREAS SHALL BE IN AN AREA APPROVED BY THE OWNER'S REPRESENTATIVE AND ADHERE TO LOCAL AND SWFWMD REQUIREMENTS. 9. THE CONTRACTOR SHALL MAINTAIN A NEAT, CLEAN AND ORGANIZED SITE THROUGHOUT CONSTRUCTION ACTIVITIES. NO DEBRIS, PLASTIC, CONCRETE OR SOIL CLODS SHALL ACCEPTABLE WITHIN THE BACKFILL SOIL. 10. THE CONTRACTOR SHALL SUBMIT LOCATION TICKETS FOR ALL BELOW GROUND UTILITIES (SOFT AND HARD) AND IDENTIFY AND MARK IN THE FIELD PRIOR TO EXCAVATION ACTIVITIES. RE -PAINTING AND MARKING MAYBE REQUIRED THROUGHOUT THE DURATION OF CONTRACT IF IMPACTED OR NO LONGER VISIBLE DURING CONSTRUCTION ACTIVITIES. AVOID PAINTING ON NEWLY INSTALLED MATERIALS OR PAVEMENTS WHERE APPLICABLE. 11. THE DETAILS HAVE BEEN PROFESSIONALLY REVIEWED AND SIGNED AND SEALED BY A LICENSED STRUCTURAL ENGINEER. ASSEMBLY OF COMPONENTS; SUCH AS BUT NOT LIMITED TO, FOOTINGS, REINFORCEMENT AND COMPRESSIVE STRENGTH OF CONCRETE SHALL MEET OR EXCEED THE STRUCTURAL ENGINEERS REQUIREMENT PER THE NOTES AND DETAILS. 12. THE CONTRACTOR IS REQUIRED TO OBTAIN PROGRESS INSPECTIONS; SUCH AS BUT NOT LIMITED TO, DEPTH OF FOOTING, CONCRETE STRENGTH, CMU BLOCK STRENGTH, REINFORCEMENT INSTALLATION, HURRICANE BRACKET REQUIREMENTS, ROOF BRACKETS OR FASTENERS. 13. THE CONTRACTOR SHALL SUBMIT APPROVED INSPECTIONS TO THE OWNER PRIOR TO BACKFILLING OR PROCEEDING WITH VERTICAL CONSTRUCTION ACTIVITIES. 14. THE CONTRACTOR IS RESPONSIBLE TO OBTAIN AND SUBMIT TO THE OWNER AN APPROVED FINAL INSPECTION REPORT PRIOR TO REQUESTING FINAL PAYMENT. 15. THE CONTRACTOR SHALL SUBMIT ALL SHOP DRAWINGS AND/OR (RFI) REQUEST FOR INFORMATION DOCUMENTS FOR REVIEW AND APPROVAL BY THE OWNER'S REPRESENTATIVE PRIOR TO ORDERING, SHIPPING OR INSTALLATION; INCLUDING BUT NOT LIMITED TO, PAINT OR STAIN, WOOD OR LUMBER, STONE AND GROUT, TILE AND GROUT, SIGN PANEL AND CABINETS AND LIGHTING. MATERIAL LETTERS OF APPROVAL RATED FOR MIAMI-DADE HURRICANE WIND RATINGS MAY ALSO BE REQUIRED PER STRUCTURAL ENGINEER PRIOR TO ORDERING, SHIPPING OR INSTALLATION. 16. THE CONTRACTOR SHALL REQUEST A FINAL OBSERVATION MEETING BY THE LANDSCAPE ARCHITECT TO ADDRESS ANY PUNCH LIST ITEMS PRIOR TO REQUESTING FINAL PAYMENT. 17. THE CONTRACTOR IS RESPONSIBLE TO OBTAIN GEOTECHNICAL REPORT AND SOIL COMPACTION REQUIREMENTS PRIOR TO EXCAVATION ACTIVITIES. THE COST OF REPORT SHALL BE REQUIRED AND PART OF THE PROJECT COST AND SCOPE OF WORK. IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT OF DISCREPANCIES BETWEEN THE DETAILS AND REQUIREMENTS OF THE REPORT. MONUMENT SIGN - PERSPECTIVE GEOMETRY 1 /2" = 11_01i ��I�. 4:0Nh I Iah. - � ��L a w_% FOA VA oi% q RooFri R�ctiT yAR ♦ "I s� NTJ CROSS �ENCE j\\\ 011 lql \ \ \ \ P-CO- SIT-TROT-04 e M e � NO. 375 a � a e r s O n Lu{� O Uxx 04 w Z W W W QW \ o d 0, m U Lu o ®O J W a � w z w O N O Il- � O O O M co N N N O O O N (14 N N z 0 z N w Lu > J w U W a W �0- (D Z w Z U r.) U Z 0 {— m U) w w z F- O W w 000Z�Z�W� w ¢ m LL Z CJ Z Oz m T O z a a O UE G� zv~iwZz�r Z �8zi5 WQ z oQooW�oa� w "'JODa JOB= O �~� =v� �zo �z o P z O� w 0LL = o z z O z W= N�GWw�c�Wce Lu 2 0 CD w a. vJ Z w Z O 5 l- N a w (V V CLu Z doe = O O z �� O w V O Lul_ F- N a v a _ Cie O = a N LU N Lu Z 0 O Oine I� V N r Z O V w V) Z Z C Z z 0 0 0 0 Z 0 >Z z W F Q W D 0� N 0 0 N SUGGESTED FINISHES: SUBMIT SHOP DRAWING/RFI INFORMATION PRIOR FOR APPROVAL PRIOR TO ORDERING r= 7 0 z I x a� 0 In cn Q) 0 U Q cn O u O 0 0 O Q / X D I N O N O z O 1 O i m PAINT COLORS PAINTED BRICK TO MATCH ARCH'L SINGLE SIDED SIGN: REQUIRED: 40 SQ FT MAXIMUM / 10' HT. MAXIMUM PROVIDED: 40.00 SQ FT 31'-10" FAUX WOOD TILE CROSS RANCH STYLE FENCE I � I FINISHED GRADE 17_g I I F———L——————————————— ———————— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —— — — — — — — — — — — — — — — — I I I I I I I I L—_ FORCEMAIN UTILITY (APPROXIMATELY 4' BELOW GRADE) FRONT ELEVATION ** CAUTION - EXISTING UTILITY NEARBY ** APPROXIMATELY 4' BELOW GRADE - SEE PLAN FOR FOOTING CLEARANCES CONTRACTOR TO CAREFULLY EXCAVATE TO NOT DISTURB EXISTING UTILITY, CONFIRM DEPTH AND HORIZONTAL LOCATION PRIOR TO FULL FOOTING EXCAVATION MONUMENT SIGN - NORTH ELEVATION 112" = 1' O" GFCI OUTLET IN WEATHER RESISTANT BOX WITH SPRING DOOR, LOCATED ON REAR SIDE OF MONUMENT, COORDINATE ALL LOCAL AND FEDERAL ELECTRICAL REQUIREMENTS FLOOD LIGHT ON COLUMNS: - (4 QTY - 2 QTY EACH SIDE) WHITE LED FLOOD LIGHT FCF1103 - 1So WITH YOKE ARM BRACKET BY OUTDOOR LIGHTING, CONTACT: STEVE NORRIS SESCO LIGHTING - TAMPA (813) 289-1600 RGB LIGHT DIAL CONTROLLER LOCATED WITHIN A WEATHER RESISTANT BOX WITH A LOCKABLE DOOR CROSS FENCE P-CO- SIT-TROT-01 4 � O f pp�+ b 5 O msmmm M M M 0 O iz O J 10 v O xPx Z 000 O 00 c0 40 .�� 9 aO d ammoComm, b O m 1- w o w Z Lu 0- wLu a ^ Z LL1 o O w h m w o Z N ulcm N z ® w C) 0 3: �: L0 ti 00 O N O O I- I- O r O O m co cM cM N N N N O O O O N N N N Z 0 z N w w J ce w U w w w a U) z 0- CD w w — J U p U Z p H O pp w U — C/) LLJ w (D I_ U U) — O w tY w U W a. IL N r� LO 0 owv a Q N Z V Z Z w Z r m w Z Q O � � Z =O 00 w O 8 J V C� m=� �0=~Z C� V N w Q n ' Z z i w w O 0 a to w 02 Z Q U Z 0'w 0w30 w¢ 8 Z w" 0 s Q z w Ow Q 0 O J O H u O v 7) zZ 0 3 j w u O LL ~ w ZQZ) W O 5-V, W H 5 ~ LLI W [� V N w W Z Z � LL. O Z c V O —0O<„ n wt= J N � I u' � Q U N z O Lu cn Lu N (D Z O _ H ne 0 V N Z Z W V C G w V' Z 5O G `'' N z z N O A 1 _ 0 O V V N v O �% I n U) Lu Z w Q z Lu p u W i 0 0 0 -, va V) o' 0 r0 cn I X 0 / cn 0 0 cn O c� cn O 0 c� Q X 0 00 r� c\_j O N O z 1 I— 9 I � w o W O z CV Ci LEFT SIDE 3,000 (PSI) POURED IN PLACE CONCRETE WALL #5 VERTICAL REBAR SPACED 16" ON CENTER, TIE INTO BEAM OR FOOTING BELOW #5 HORIZONTAL REBAR SPACED 16" ON CENTER VERTICALLY EACH FACE BRICK VENEER, MATCH ARCHITECTURE, INSTALL PREFABRICATED CORNERS, ABUT BRICK UP TO SIGN WALL ABOVE 3,000 (PSI) CAST IN PLACE CAP, WITH (2 QTY) CONTINUOUS #5 HORIZONTAL REBAR AND #5 REBAR TRANSVERSE SPACED 16" ON CENTER #5 VERTICAL REBAR SPACED 16" ON CENTER, FILL CELLS SOLID WITH 3,000 (PSI) GROUT GALVANIZED LADDER TIE, SPACED EVERY 3RD COURSE ri'_"�h _<lvr 8"x8"x18" CMU BLOCK FINISHED GRADE A B C ii ,,;aii. 31'-10" (FINISHED) 4'-2" Ile 18'-2" 2'-9" (FINISHED) 2'-0" ,je , ....... 2'-8" COLUMN "C" F 3,000 (PSI) CAST IN PLACE CAP, WITH (3 QTY) #5 HORIZONTAL REBAR EQUALLY SPACED EACH WAY w v (TYPICAL EACH COLUMN) U 18'-2" (FINISHED) 40 M� LOCATE SLEEVE FOR ELECTRICAL AND LIGHTING INSIDE BLOCK AND CONCRETE TO TEXT AREA d .I 2'-9" (FINISHED) 2'-0" ol 2'-8" COLUMN RIGHT SIDE (TOWARD DEVELOPMENT) (REBAR AT MIDDLE AND END WALL) #5 VERTICAL REBAR, SPACED 12" ON CENTER, CENTER BETWEEN COLUMNS SEAL INTERSECTIONS OF WALL AND TILE WITH CONTINUOUS BEAD OF EXTERIOR GRADE CAULKING, COLOR TBD TO MATCH (TYPICAL) I I a d° -rt--1 -12-----;- - - - °(TY- a--------. ...__ . -- ---.1_ 1- INSTALL DOVETAIL ANCHORS AT VERTICAL INTERFACE SIGN WALLB° OF CONCRETE SIGN WALL AND CMU BLOCK COLUMNS (TYPICAL) ° ° ° SEE DETAIL 3B/HS-373 IQ ! -� ° o 0 0 0......- a .- �.. I.._._.,�....____ t_—_---- _--.�..a...___.� 4_ ...... _. o I 9 Q t L aQ q I 1 1 ° ° 1 8r, FINISHD ca ° ! ° I I °1 �7- ( ) ° I Ll �I w I �' � J o j - 0 .. 0 17' 4" °° ° - I _ — ! cn I__ o _ o b. o w cn FENCE: - - _. _. _ - d------- - - a 4 ° ( ° Oj o a I Z °WALt�"B" L----= -b---- "A" _!-° -a�- d - Z ° - Qa z z° z j a a z( J ° v FINISH: WHITE PVC J ` SI GN SITS �N TO,P O LOWER �IVALL -ABUT BRICK. FLUSH TO. SIGN WALL I ! LL. I �° ! _: I °, ; , I SEE DETAIL -SUBMIT SHOP DRAWING /--� .. r ::. ...... ..... , . ,,...d . .. ... .M:-:' .......::.: �... ,,.. .::::: .';'� ... .,a .:.. .:;:. ,. . ,. .. .....a . .. , , ., 4, ,.>....:: ... .,a ...... .,., ..... , .. .., „ .,.., ,. ... ,,.. U' I —-t— —— — I _ —i— Cd I-- _ ! _ —i--�c 1'-0" FROM FACE OF WALL ° u a °I I ° ° I a— � ° cli IL � °_ I , ° ° a 4 ___1F 7_4 33'-7" U cn 45° SHEER ANGLE INTO SOIL TO BE AT OR BELOW BOTTOM OF EXISTING PIPE, �� FRONT SECTION GFCI OUTLET IN WEATHER RESISTANT BOX WITH SPRING DOOR, \ 45° SHEER ANGLE INTO SOIL TO BE AT OR BELOW BOTTOM OF EXISTING PIPE, U ui z CONFIRM DEPTH OF PIPE TO CONFIRM FOOTING DEPTH PRIOR TO POURING OF CONCRETE /5 COORDINATE ALL LOCAL AND FEDERAL ELECTRICAL REQUIREMENTS CONFIRM DEPTH OF PIPE TO CONFIRM FOOTING DEPTH z j U O w w Q� (LOCATED ON REAR SIDE OF MONUMENT) PRIOR TO POURING OF CONCRETE U 0 d o_ 3,000 (PSI) CONCRETE FOOTING WITH - N n q Ln �o #5 REBAR SPACED 12" ON CENTER TRANSVERSEL(4 QTY) CONTINUOUS TOP AND BOTTOM #5 HORIZONTAL REBAR FRAME A BF C, RGB LIGHT DIAL CONTROLLER LOCATED WITHIN Z m N z z az A WEATHER RESISTANT BOX WITH A LOCKABLE DOOR g z p o COMPACTED SUBGRADE TO MEET 98% MODIFIED PROCTOR, SEE UTILITY NOTE BELOW ** CAUTION - EXISTING UTILITY NEARBY APPROXIMATELY 4' BELOW GRADE - SEE PLAN FOR FOOTING CLEARANCES CONTRACTOR TO CAREFULLY EXCAVATE TO NOT DISTURB EXISTING UTILITY, CONFIRM DEPTH AND HORIZONTAL LOCATION PRIOR TO FULL FOOTING EXCAVATION GFCI OUTLET IN WEATHER RESISTANT BOX WITH SPRING DOOR, RGB LIGHT DIAL CONTROLLER LOCATED WITHIN BRICK VENEER, (L COORDINATE ALL LOCAL AND FEDERAL ELECTRICAL REQUIREMENTS A WEATHER RESISTANT BOX WITH A LOCKABLE DOOR (LOCATED ON REAR SIDE OF MONUMENT) MATCH ARCHITECTURE, ALIGN FENCE WITH REAR OF MONUMENT SIGN INSTALL PREFABRICATED CORNERS, REAR SIDE ABUT BRICK UP TO SIGN WALL ABOVE 17'-8" (FINISHED) 4'-8" (FINISHED FACE) 2'-9" (FINISHED) 2'-0" (FACE) 2'-9" (FINISHED) 2'4"' (FACE) TO ALLOW PLANTINGS - SEE PLAN r-- —-------------------------------- --------- .------------- -- ---- -- -- ----- —� RIGHT c - —� — — : is — �— : - ---- —� — — ;. -1 .. �' I i I SIDE o o000000 o ad oc�oc� o0000 : .;,;., AL FENCE 1. ° d - - 1, ti t .S - d a is OCL FL - d N r- - - r1 x..: l.• 1. �1' l- (:; a I : - , a I: 4 I --- 1---- ------ _.... .... ..__._.. _.... - ----x ........ l... 1 i L — — -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — J — — _ » —_ LEFT SIDE RIGHT SIDE 4- FRONT (ENTRY ROAD SIDE) 2 "1 (TOWARD DEVELOPMENT) 1'-0" 17'-4" (CMU BLOCKS) 4'-11" (BETWEEN CMU BLOCKS) 2'-8" - ;BETWEEN CMU 2'_8" 2'-0" 1'-0" #5 VERTICAL REBAR SPACED 16" ON CENTER, SECTION PLAN BLOCKS) FILL CELLS SOLID WITH 3,000 (PSI) GROUT 33'-7" 8"x8"x18" CMU BLOCK LOWER WALL - SHOWN FOR REFERENCE GALVANIZED LADDER TIE, SPACED EVERY 3RD COURSE SIGN WALL ON TOP OF LOWER WALL - SHOWN FOR REFERENCE (2 QTY) COLUMNS - SHOWN FOR REFERENCE CONTINUOUS #5 HORIZONTAL UPPER AND LOWER REBAR FRAME, TRANSVERSE #5 REBAR SPACED 12" ON CENTER REAR SIDE — — --°— a — — — — - — — ---,--- a— —�.—Q—. Q— _°.° ---- �dd ° _-".——-----.—��- _.T d I1l —8b 1• Al d°d 9°4 00 e 'BL WL IS a 4 Id " -a LEFT SIDE Id LO � _ �F— d ° I� RIGHT SIDE RV�_ T SI N WALL'B�OC d X (TOWARD DEVELOPMENT ) L _ — -- —-1 d t—_- =T °3,000 (PSI) CONCRETE FOOTING --- — — ° '=--1 _ �� ° 1- 7= —1 I2- -- "—-- — — — — — — —---- -- ----- °— —————————— `-- — — — — —— 3" CLEAR (TYP.) 3" CLEAR (TYPICAL) (TYP.) � FRONT (ENTRY ROAD SIDE) (TYPICAL) , — FORCEMAIN UTILITY (APPROXIMATELY 4' BELOW GRADE) FORCEMAIN UTILITY (APPROXIMATELY 4' BELOW GRADE) .10 33'-7" Jilol FOOTING PLAN n rig:. 3v r c nvouo ea. „3 .t 3gS 5 w, a _ VP am j Ftf CA 3u. 'Tx MR01"NoRld V) Z z N w _W J ce w U MONUMENT SIGN - SECTIONS AND PLAN 1 /2" = 1' 0" w w ~ w FORCEMAIN UTILITY (APPROXIMATELY 4' BELOW GRADE z C� U z 0 p Fn w m J a"oaN) Z o�=oUUN,Zr-U w �z~Zr a N w G' Lu zzi woOQd r--. pp 3 2 2 ZO ZZ j O F ; v > 66 U D < N ? o p J O U F o n H z 3 w V) J_ Q W z O w Lu Lu U Z zo LU U) N O �- p D Z N O z � J V w�� L.L O N Q N } 0 V � 2 LL CieLu a Z O O rz O .; v _Vne N U) O V N z w LLI G z O G Z J Z J N O 1 _ " O O N o M i 0 U) cl Lu dl Z Z c�3ZJ w 0 W WW P-CO-SIT-TROT-02 0 0 0 Q N N O z I x 0 / cn / cn 0 c U O u O 0 U Q / x E O O I N O N O z O CURB 1 1'-5" (COLUMNS) 00 GL COLUMNS BEHIND PRECAST SIGN WALL, SHOWN FOR REFERENCE (SIDE WALL) SIGN WALL ON TOP OF LOWER WALL, SHOWN FOR REFERENCE FRONT 11-81, (ENTRY (FINISHED) ROAD SIDE) (CMU BLOCKS) SIGN WALL "B" SITS ON TOP OF LOWER WALL "A", ABUT BRICK FLUSH TO SIGN WALL U) w o C/) w ry U o Z N U U 0 r` 5'W WALK ME i 'li[ll REAR SIDE BRICK VENEER TO MATCH ARCHITECTURE, INSTALL PREFABRICATED CORNERS, ABUT BRICK UP TO SIGN WALL ABOVE 3,000 (PSI) CAST IN PLACE TIE BEAM, WITH (1 QTY) CONTINUOUS #5 HORIZONTAL REBAR #5 VERTICAL REBAR SPACED 16" ON CENTER, FILL CELLS SOLID WITH 3,000 (PSI) GROUT 8"x8"x16" CMU BLOCK GALVANIZED LADDER TIE, SPACED EVERY 3RD COURSE 4'-6" LAP SPLICE FROM FOOTING FINISHED GRADE 3'-10" TO R 4 COLUMNS BEHIND PRECAST SIGN WALL, SHOWN FOR REFERENCE (SIDE WALL) HEAVY TEXTURE SAND STUCCO, PAINTED (2 QTY) COATS MINIMUM, a SEE ELEVATION FOR SPECIFICATION FRONT 4 (ENTRY REAR SIDE ROAD SIDE) #5 HORIZONTAL REBAR SPACED 16" ON CENTER VERTICALLY o w 2 U)(� a #5 VERTICAL REBAR SPACED 16" ON CENTER, QI TIE INTO BEAM OR FOOTING BELOW 00 LOWER WALL IN FRONT OF SIGN WALL, a SHOWN FOR REFERENCE 1 3,000 (PSI) POURED IN PLACE CONCRETE WALL a) .a 4'-6" LAP SPLICE FROM FOOTING FINISHED GRADE TO Rol 1'-01, (SIDE WALL) t� ITROAD SIDE) dig!®I INS CURB a a ° ° d 5'W WALK w U 3,000 (PSI) CONCRETE FOOTING WITH o (4 QTY) CONTINUOUS TOP AND BOTTOM #5 HORIZONTAL REBAR FRAME, -1 a TRANSVERSE #5 SPACED 12" ON CENTER `V i ** CAUTION - PRIVATE FORECMAIN UTILITY PIPE ** APPROXIMATELY 4' BELOW GRADE - SEE PLAN FOR FOOTING CLEARANCES a Z' CONTRACTOR TO CAREFULLY EXCAVATE TO NOT DISTURB EXISTING UTILITY, a d CONFIRM DEPTH AND HORIZONTAL LOCATION PRIOR TO FULL FOOTING EXCAVATION (a ' ad T-47=�-l1'-4"45" SHEER ANGLE INTO SOIL TO BE AT OR BELOW BOTTOM OF EXISTING PIPE, `L 450 SHEER ANGLE INTO SOIL TO BE AT OR BELOW BOTTOM OF EXISTING PIPE, CONFIRM DEPTH OF PIPE TO CONFIRM FOOTING DEPTH PRIOR TO POURING OF CONCRETE /� 2'-$" 1' 4" CONFIRM DEPTH OF PIPE TO CONFIRM FOOTING DEPTH PRIOR TO POURING OF CONCRETE P LOWER WALLA COMPACTED SUBGRADE SIGN WALL B COMPACTED SUBGRADE TO MEET 98% COMPACTED MODIFIED PROCTOR, TO MEET 98% COMPACTED MODIFIED PROCTOR, SIDE SECTION A -A' SEE UTILITY NOTE BELOW SIDE SECTION B-B' SEE UTILITY NOTE BELOW MONUMENT SIGN - SIDE SECTIONS 1/2" = 1' U" REAR SIDE 3,000 (PSI) CAST IN PLACE TIE BEAM, WITH (1 QTY) CONTINUOUS #5 HORIZONTAL REBAR SIGN WALL IN FRONT, BETWEEN AND BEHIND COLUMNS, SHOWN FOR REFERENCE INSTALL DOVETAIL ANCHORS AT VERTICAL INTERFACE OF CONCRETE SIGN WALL AND CMU BLOCK COLUMNS (TYPICAL) SEE DETAIL 3B/HS-373 SEAL EDGE OF FINISH TILE AT SIGN WALL WITH CONTINUOUS BEAD OF EXTERIOR GRADE CAULKING, COLOR TBD TO MATCH (TYPICAL) #5 VERTICAL REBAR SPACED 16" ON CENTER, FILL CELLS SOLID WITH 3,000 (PSI) GROUT 8"x8"x16" CMU BLOCK GALVANIZED LADDER TIE, SPACED EVERY 3RD COURSE 4'-6" LAP SPLICE FROM FOOTING FINISHED GRADE 4'-0" TO R 3,000 (PSI) CONCRETE FOOTING WITH (4 QTY) CONTINUOUS TOP AND BOTTOM #5 HORIZONTAL REBAR FRAME, TRANSVERSE #5 SPACED 12" ON CENTER ** CAUTION - PRIVATE FORECMAIN UTILITY PIPE ** APPROXIMATELY 4' BELOW GRADE - SEE PLAN FOR FOOTING CLEARANCES CONTRACTOR TO CAREFULLY EXCAVATE TO NOT DISTURB EXISTING UTILITY, CONFIRM DEPTH AND HORIZONTAL LOCATION PRIOR TO FULL FOOTING EXCAVATION SA�o raa riocav Eri ue � n. - e.vs_sca.rs>s n N 6 5 yi i N �q- V) Z Z w_ w J Ix w U wwF" a LLj o w W Z U Z p H a m Lu U) w w z oWwW �O d' Y p N 1. w 0 6 0 Z w Z w w ZwZ>COwZZLu Q J } w Z w V c� m��=U0=Zza w W Uawz�Zzzi - LlJ w o o a VN_J w d' z zoW3ooga w h Q Z w O V U' cn Q z O V O W U Q u- O u w z w _ Z Z v N LL V w w U w 45° SHEER ANGLE INTO SOIL TO BE AT OR BELOW BOTTOM OF EXISTING PIPE, U) �� 2'-8" 1' 4" CONFIRM DEPTH OF PIPE TO CONFIRM FOOTING DEPTH PRIOR TO POURING OF CONCRETE J �PG� COLUMNS C \ Q 2( QTY) COMPACTED SUBGRADE W TO MEET 98% COMPACTED MODIFIED PROCTOR, SIDE SECTION C-C' SEE UTILITY NOTE BELOW 0 Z O H U w w Z N N �/ V) a W cu z < =0 's) LL- J P-CO-SIT-TROT-03 QLu 0 N V cle a 2 a O N Lu 1 Z � N Z 0 � O ~LD H t\ V v ) � N Z O Z Lu w 5w G Z) Z O 73 (') cn "' Z Z N 0 O 0 o M a 0 IC) = W 0 uj Z W w J coa W a T- 0 0 Lo V) 0 r� un I x 0 rn PLAN SEE THIS DETAIL WALL: LIGHTING ON LOWER WALL. - BRICK VENEER TO MATCH ARCHITECTURE (4 QTY) 4-LONG RGBW 10° LINEAR LIGHT FINISH: SW 7671 ON THE ROCKS COLOURLINE WET BY SSL SOLID STATE LUMINEER, PAINTED (2 QTY) COATS MINIMUM ATTACH TO FACE OF BRICK WITH ADJUSTABLE BRACKET SUBMIT SHOP DRAWING CONTACT: STEVE NORRIS SESCO LIGHTING - TAMPA (813) 289-1600 17'-8" I -- — — — — I I I I I --- — — — — — — — — — — — — — — — — — — — — I � I I I L— —— — — — — — — — — — — — — — — — — — — I I — — — — --— — — — — — — — — — - q_ FRONT ELEVATION 17'-9" FENCE: ALIGNED WITH REAR OF SIGN - SEE PLAN FINISH: WHITE PVC SEE DETAIL - SUBMIT SHOP DRAWING 1'-0" FROM FACE OF WALL FRONT SIDE (ENTRY ROAD SIDE) (-L BRICK VENEER, MATCH ARCHITECTURE 3,000 (PSI) CAST IN PLACE TIE BEAM, WITH (1 QTY) CONTINUOUS #5 HORIZONTAL REBAR #5 VERTICAL REBAR SPACED 16" ON CENTER, - FILL CELLS SOLID WITH 3,000 (PSI) GROUT 8"x8"x18" CMU BLOCK GALVANIZED LADDER TIE, II II �I II ;I II II I; SPACED EVERY2ND COURSE D 1'-6" LAP SPLICE, a . 3'-0" FROM FOOTING V-011 ° ° v °ate °�°� a j $ ° ° - — °—a) $ 3" CLEAR (TYPICAL) 4- 19'-4" ELEVATION / SECTION SEE THIS DETAIL co o N 00 ----------- L ,y 3" CLEAR (TYPICAL) 1'-0" FORCEMAIN UTILITY (APPROXIMATELY 4' BELOW GRADE) FRONT SECTION REAR SIDE 17'-8" (FINISHED) L .. , I ��.. ' � I ` t• I� "��. ; ,., � � � �'�:II rL 17'4" (CMU BLOCK) 19'-4" (FOOTING) L FRONT SIDE (ENTRY ROAD SIDE) FOOTING PLAN FINISHED GRADE FACE MOUNTED LIGHT, COORDINATE ALL LOCAL AND FEDERAL ELECTRICAL REQUIREMENTS W16 2' 8„ SIDE SECTION 3,000 (PSI) CONCRETE FOOTING WITH CONTINUOUS #5 HORIZONTAL UPPER AND LOWER REBAR FRAME, TRANSVERSE #5 REBAR SPACED 12" ON CENTER COMPACTED SUBGRADE TO MEET 98% MODIFIED PROCTOR, SEE UTILITY NOTE BELOW REAR SIDE ** CAUTION - EXISTING UTILITY NEARBY ** APPROXIMATELY 4' BELOW GRADE - SEE PLAN FOR FOOTING CLEARANCES CONTRACTOR TO CAREFULLY EXCAVATE TO NOT DISTURB EXISTING UTILITY, CONFIRM DEPTH AND HORIZONTAL LOCATION PRIOR TO FOOTING EXCAVATION 8"x8"x18" CMU BLOCK #5 VERTICAL REBAR SPACED 16" ON CENTER, FILL CELLS SOLID WITH 3,000 (PSI) GROUT GALVANIZED LADDER TIE, SPACED EVERY 3RD COURSE CONTINUOUS #5 HORIZONTAL UPPER AND LOWER REBAR FRAME, TRANSVERSE #5 REBAR SPACED 12" ON CENTER 3,000 (PSI) CONCRETE FOOTING CV O P-CO- SIT-TROT-05 L0 0 O co N O N d- O 0 N O N 00 O �i N O N V) Z z W L0 w U) `e w U w w w w U w w z U Z 0 F- d (U m w Q Z z U Z O 0^ n � nn N Ln W o 000zwzwW p - m x 0 6 Q V p O v w a V w z o >�Sw��zwa O s z w �rwz'-zZz'� w a o w z w OV z ;5 ,w w V w Z °Q9otu3oagQ u N w@ a� O O J ~ U a w j V �zp1=�Z �t� apzo3L)pL o=0zz0z_zW= N LL V w W i>- C� w Ce ~ =-oo�i>wv�ip� 1-1 J Q z O Q W � � N 0 Z 0 N o J_ N O = J Q p Z �� Cieo V o W p 0 V N '' J ti. < u a J N N Z Q LLJ O O O r: v n/ Cie N 0 O Z w O W U) v, y J Z O O V V p `V o ch o L" V M o U) p Lu 3 o 0 W o Z Lu o v W W V) O cn I x 0 cn Ev 0 c a 0 Q c- 0 U 0 0 _O O U / x E 0_ Q0 I N O N 0 z 00 O VERTICAL REINF (CONTINUE THRU LINTEL CORE) GROUT CORE SOLID I (SEE SPECIFICATIONS) HORIZONTAL REINFORCING • • CONCRETE PRECAST LINTEL UNITS #2 SPACERS @ 48" OC (BELOW HORIZONTAL REINF) 1A CONCRETE MASONRY LINTEL UNITS VERTICAL REINF (CONTINUE THRU BOND BEAM) GROUT CORE SOLID \ (SEE SPECIFICATIONS) (2) #5 BAR CONT, F LOCATE NEST TO INSIDE SURFACE OF r BLOCK SHELL FACE,: (2'-6" LAP) CONCRETE MASONRY KNOCKOUT UNITS t y F y NOTE: GROUT STOP REQUIRED UNDER KNOCKOUT UNITS #2 SPACERS @ 48" OC (BELOW HORIZONTAL REINF) B CONCRETE MASONRY KNOCKOUT UNITS 1 T��REAST�LCINTELS VERTICAL REINF (CONTINUE THRU BOND BEAM) GROUT CORE SOLID (SEE SPECIFICATIONS) HORIZONTAL REINFORCING CONCRETE MASONRY LINTEL UNITS#5 BARS VERTICAL WALL REINF IN FULLY GROUTED CELL CONTROL JOINT CMU WALL MATERIAL SEE THE PROJECT MANUAL *A L SECTION A -A NOTES: 1. BOND BEAM REINFORCING SHALL NOT BE LAPPED WITHIN 8'-0" OF CONTROL JOINT 2. HORIZONTAL JOINT REINFORCING TO BE DISCONTINUOUS AT CONTROL JOINTS EINFORCING TO BE CONTINUOUS THRU CONTROL JOINT (WRAP WITH MASTIC THRU BOND BREAK) TYP CMU WALL CONTROL JOINT SCALE: 3/4" = 1'-0" DOWELS TO MATCH AND LAP WITH BOND BEAM REINFORCING STD STD LAP (NP) HOOK HOOK CMU BOND BEAM air��y � �otim�r �m �.0 0i \\\ BOND BEAM REINFORCING r DOWELS TO MATCH #3 SPACERS AND LAP WITH BOND BEAM REINFORCING i CMU BOND BEAM CMU BOND BEAM BOND BEAM BOND BEAM REINFORCING REINFORCING WALL THICKNESS TYP CMU BOND BEAM REINFORCING SCALE: 1" = 1'-0" vtrclr CMU CAGING DEVICE vtK I IN NTERING CLIP vtKl ITERING CLIP VERTICAL REBAR IN FULLY GROUTED CELL TYP FOR ALL CORNERS, INTERSECTIONS, OPENINGS AND WALL ENDS CMU WALL WE PROVIDE PREFAB'L' JOINT REINF AT ALL CORNERS f� 3A CORNER CONNECTION WALL THICKNESS -ERING CLIP CMU \ II } CMU_/ \� L HORIZ REINF HORIZ REINF CENTERING CLIP DUAL -CENTERING CLIP (REBAR POSITIONER) 5A 5B NOTE: CAGING DEVICES AND CENTERING CLIPS SHALL BE FORMED FROM #9 HARD WIRE, WELDED AND GALVANIZED TYP VERTICAL REINFORCING SCALE: NTS CMU WALL (3) VERTICAL WALL REINF, FULLY GROUTED CELL 7A TYPICAL 90' CORNER INTERIOR OR EXTERIOR CMU WALL (4) VERTICAL WALL REINF. FULLY GROUTED CELL 22 GA DOVE TAIL @ 16" O/C VERTICALLY. FASTEN INTO CONIC W/ 0.1770 POWDER ACTUATED FASTENERS TYP. OR PROVIDE SLOTTED INSERT IN COLUMN \:. INTERIOR NON -LOAD CUT BLOCKS (TYPICAL) NOTES' (2) VERTICAL W FULLY GROUTE- 7B TYPICAL 45° CORNER INTERIOR OR EXTERIOR CMU WALL (5) VERTICAL WALL REINF. FULLY GROUTED CELL BEARING CMU WALL km CMU WALL CONC COLUMN OR \� GROUT CELL FULL HEIGHT EXIST STRUCTURE INTEIOR WALL TO WALL OR BEARRNG CMU w� LD .8 3B COLUMN CONNECTION 3C PERPENDICULAR CONNECTION 7C TYPICAL TEE INTERSECTION GROUT CELL FULL HEIGHT s TYPICAL CROSS INTERSECTION (3) VERTICAL WALL GIRDER TRUSS GROUTOR NG IN FULLY TYP CMU WALL HORIZONTAL REINFORCINGCELL SCALE: 3/4" = 1'-0" NO CUT BLOCKS 1'4" DOUBLE COURSE KNOCK -OUT IN THIS AREA (TYP) BLOCK UNLESS LABELED AS CONCRETE TIE BEAM NOTCH END OF PRECAST `GROUT INTERNAL COURSE LINTEL FOR VERTICAL OVER PRECAST LINTEL REINF & GROUT (TYP) CMU WALL — (1) DIRECTLY UNDER GIRDER TRUSS CMU WALL TYPICAL BEAM -OR- (3) VERTICAL WALL INF. 7E GIRDER TRUSS BEARING FULLY GROUTED CELL VERTICAL WALL CMU WALL REINFORCING IN FULLY 7F TYPICAL GIRDER TRUSS BEARING CORNER GROUTED CELL DOOR -OR- ° WINDOW OPENING 7G TYPICAL JAMB - INTERIOR VERTICAL WALL CMU WALL REINFORCING IN FULLY � GROUTED CELL I a --- - (2) VERTICAL WALL REINFORCING IN FULLY 7H TYPICAL JAMB - EXTERIOR GROUTED CELLS CMU WALL NOTES: R 1. REINFORCING SHOWN IS IN ADDITION TO REINFORCING SHOWN ON THE PLANS AND SPECIAL DETAILS 1) EXTERIOR OPENINGS MAY REQUIRE ADDITIONAL BARS AT JAMB, SEE PLAN. VERTICAL REINF TO 2. REINFORCING TO BE SAME SIZE AS ADJACENT WALL MATCH WALL REINF REINFORCING INDICATED ON THE PLANS 7 J TYPICAL END WALL 2) COORDINATE SILL ELEVATIONS WITH ARCHITECTURAL PLANS 3. TYPICAL DETAILS APPLIES TO ALL EXTERIOR WALLS AND 3) OMIT AT DOOR OPENINGS * INTERIOR LOAD BEARING WALLS. TYP CMU REINFORCING AT WALL OPENINGS _TYP CMU WALL VERTICAL REINFORCING SPIN PAN 111 I ELEVATION WALL PENETRATION SCALE: 3/4" = V-0" SCALE: 1/2" = V-0" :DDED 7` TO ICING, TYP. BB-2, TYP OOK INTO R APPLICABLE 8" CMU WALL ��e� �—(2) #5 CONTINUOUS A I IN, I flINN161,14, 0, Mw 1,41 1 I A� SIEM1 ENS 01I-�__1 � GROUT STOP FI F\/AT1(1N KNOCKOUT BLOCK TO 10 TIE �=�T�CONNECTIONSCALE: SCALE: 3/4" = T-0" vv/ GIN'IN RE 005V 5 P ON' 5AT�pPT N, �oGTI FpRSIZEA . IN E�� 0 FID OUT P�T5Np GRGTP PIPU RpG16tt - REIN�R5T TION• jol T TF OA 9 faORI TART l F EN REFP P 5 A6 U 0• ' R5E G55 EVVAL� GO 5F0 i5 AT 5. 5 � R�EGTIoN INTE 55 � 505 E��S Ro �E MO AGENfA T TO �U GIs AP 90 G PST� TYPICAL MASONRY CONSTRUCTION G=SCA�=NOT TO SCALE P� 6ARE INTO Tjc00 OOK d BEP �Nf NUE UP To P 5 NoT G p0E5 MAP GE TI(JG BE05�PNI GA5T PSONRV 90 OR of OR GE �EEE� E FI��ED P� OCR T To No VVIR E5 N ETPL, ). ( OE PRoljel1 FEAT INORO . 5T G R 00PING SET MRORTP FUG FOUNDATION ING OAT f�NS. UTOP0 4FT RIG G OUT0� S OpvER / OF, vV F NOTE: TRUSS TYPE HORIZONTAL JOINT REINFORCING MAY BE USED IN LIEU OF LADDER TYPE T Ian CQNSJ LiiN6 E(vGIN EEPS ':i li 'lllf AVfNUf � AVQ(tQ Nf. A<�:, x 12 `dSiF t f 0375 Y • b ._ 8p C3Y 61556.. �`��xs6®�� c 0 M M ci O OD CD J 0 v N al M Q G� ti u O Z m Ooo w°0 v .� a mmumm ` 0o N Z 0 3 m w a Lu > ~ a Lu Lu 0 ujN Z oIW o c m c-> Z w NO N LAJ Z CD ® g w e U-) r- 00 O N O O 1 M 1 M i 1 N N N N O O O O N N N N z 0 Z N w_ aj 3:J w U W w ~ 0_ w Z Z_ J LIJ U F5 U O 0 w F— U m 07 w w z O W w w U O_ a- n l I() CU to > p n p n O O O Z S Z B W t w a m N U z O � Z =0 0 0 �aUo�NWQo ��SW�zW�z W G zNWzz r Z_ rLu u D z Q 0- - w= W z w O O W 0 0 d w N Q V W U <n Q N w w Q O O O J O w U a w j z uPZ035wuo� J � w W N zZ -< U IUQ N 10 zoN oN� w L _ C �/V� U J _ L- N N J uj Z Q 0 0 u D N V U Z D V n/ LL w N n M M Z Z Z o LO J J C4 O Q 1 1 O 0 W z z 0 w c�3wz� w Q 0 U 1 V) c 0 c� 0 0 Q X Q c0 r� N 0 N 0 z 03 0 GENERAL NOTES: THE STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ALL OTHER CONSTRUCTIONS DOCUMENTS. THIS INCLUDES, BUT IS NOT LIMITED TO, SPECIFICATIONS, ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. ALL CONDITIONS, ELEVATIONS, AND DIMENSIONS SHALL BE VERIFIED IN THE FIELD AND WITH THE OTHER CONSTRUCTION DOCUMENTS BY THE CONTRACTOR. ANY DISCREPANCIES RELATED TO THESE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF AUSTIN STRUCTURAL GROUP, INC. BEFORE PROCEEDING WITH THE AFFECTED PORTION OF WORK. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER CONSTRUCTION IS COMPLETED. THE CONTRACTOR IS RESPONSIBLE TO DETERMINE PROPER PROCEDURE AND SEQUENCE OF CONSTRUCTION TO INSURE THE SAFETY OF THE BUILDING, ITS COMPONENTS AND PERSONNEL ON SITE. THIS INCLUDES TEMPORARY SUPPORT OF STRUCTURE DURING CONSTRUCTION WHICH MAY INCLUDE, BUT IS NOT LIMITED TO, TEMPORARY SHORING, BRACING AND TIE -DOWNS. CODES AND STANDARDS EDITION: 1. FLORIDA BUILDING CODE - 2020 (7TH EDITION) 2. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE WITH COMMENTARY. 3. AISC, "STEEL CONSTRUCTION MANUAL-15TH EDITION". 4. AISC, "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS". 5. AISC, "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS". 6. SJI, "STANDARD SPECIFICATIONS FOR OPEN WEB JOISTS, K SERIES, LH SERIES, DLH SERIES, SLH SERIES AND JOIST GIRDERS". 7. SDI, "DESIGN MANUAL FOR FLOOR DECKS AND ROOF DECKS". 8. ACI, 'BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES (ACI 530-13) 9. ACI, "SPECIFICATIONS FOR MASONRY STRUCTURES (ACI 530.1-05)". 10. AISI, "SPECIFICATIONS FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS". 11. ANSI/AWC, "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, 2014 EDITION". 1, THE CONTRACTOR SHALL VERIFY THE LOCATION OF UTILITIES IN THE AREA OF THE CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES DAMAGED DURING CONSTRUCTION TO THE SATISFACTION OF THE OWNER OF THE UTILITY. 2. THE CONTRACTOR SHALL REPAIR OR REPLACE EXISTING BUILDINGS AND STRUCTURES ADJACENT TO THE CONSTRUCTION IF DAMAGED BY THE CONTRACTOR DURING CONSTRUCTION. 3. SHOP DRAWINGS AS REQUIRED BY THE CONTRACT DOCUMENTS SHALL BE SUBMITTED BY THE CONTRACTOR PRIOR TO THE CONSTRUCTION OF ANY ELEMENTS INCLUDED IN THE SHOP DRAWINGS. THE ARCHITECT/ENGINEER WILL NOT CERTIFY CONSTRUCTION FOR ELEMENTS REQUIRING SHOP DRAWINGS UNLESS AND UNTIL THE SHOP DRAWINGS ARE REVIEWED AND APPROVED BY THE ARCHITECT/ENGINEER. 4. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION AND NOTIFY THE ARCHITECT/ENGINEER OF ANY DISCREPANCIES OR CONFLICTS. 5. LOCATIONS AND SIZES OF OPENINGS, SLEEVES AND ANCHORAGE FOR ELECTRICAL AND MECHANICAL EQUIPMENT SHOWN ON THE STRUCTURAL PLANS ARE APPROXIMATE, THE CONTRACTOR SHALL VERIFY THE SIZE AND LOCATION OF ALL OPENINGS, SLEEVES AND ANCHORAGE WITH THE TRADES FURNISHING AND INSTALLING THE EQUIPMENT. 6. ALL ELEVATIONS ARE BASED ON THE FINISHED FLOOR ELEVATION OF THE GROUND FLOOR TO BE U-0". 7. THE CONTRACTOR SHALL VERIFY THE LOCATION AND DEPTH OF ALL DEPRESSIONS IN CONCRETE SLABS. CONTRACTOR PROPOSED CHANGES AND SUBSTITUTIONS: 1. PROPOSED CHANGES OR SUBSTITUTIONS TO STRUCTURAL DETAILS OR PLANS SHALL BE SUBMITTED TO THE ENGINEER OF RECORD (EOR) FOR REVIEW AND APPROVAL. SUBMITTALS SHALL CONTAIN FULL DOCUMENTATION OF CHANGES OR SUBSTITUTIONS WITH SUPPORTING, SEALED CALCULATIONS (WHERE APPLICABLE). THE REVIEW OF CHANGES AND SUBSTITUTIONS, RE -ANALYSIS AND/OR RE -DRAFTING TO INCORPORATE CHANGES OR SUBSTITUTIONS INTO CONTRACT DOCUMENTS ARE ADDITIONAL SERVICES FOR EOR. CONSTRUCTION COST REVISIONS ARE BETWEEN THE CONTRACTOR AND OWNER AND ARE NOT REVIEWED BY THE FOR FIELD QUALITY CONTROL: 1. UNLESS OTHERWISE NOTED, THE CONTRACTOR SHALL ENGAGE A CERTIFIED INDEPENDENT TESTING LABORATORY THAT IS ACCEPTABLE TO THE ARCHITECT/ENGINEER TO PERFORM TESTS AND INSPECTIONS AND SUBMIT REPORTS OF THE RESULTS AS REQUIRED IN THE PROJECT SPECIFICATIONS. THIS INCLUDES, BUT IS NOT LIMITED TO: A. INSPECTION OF BEARING CAPACITY OF FOUNDATION SOILS PER GEOTECHNICAL ENGINEERING REPORT RECOMMENDATIONS. B. INSPECTION OF COMPACTION OF FILLS PER GEOTECHNICAL ENGINEERING REPORT RECOMMENDATIONS. C. INSPECTION OF REINFORCED CONCRETE CONSTRUCTION AS PRESCRIBED IN THE THRESHOLD INSPECTION PLAN. D. INSPECTION OF STRUCTURAL MASONRY CONSTRUCTION AS PRESCRIBED IN THE THRESHOLD INSPECTION PLAN. E. INSPECTION OF STRUCTURAL STEEL CONSTRUCTION AS PRESCRIBED IN THE THRESHOLD INSPECTION PLAN. F. THE TESTING AND INSPECTIONS SHALL BE PERFORMED UNDER THE DIRECT SUPERVISION OF A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. G. ALL TECHNICIANS AND INSPECTORS SHALL BE CERTIFIED BY AGENCIES RECOGNIZED BY THE STATE OF FLORIDA AS QUALIFIED TO PERFORM THE TESTS AND INSPECTIONS WHICH THEY PERFORM. 1. FOUNDATIONS ARE DESIGNED FOR A MAXIMUM NET SOIL BEARING PRESSURE OF 1500 PSF BASED ON SECTION 1806.2 OF THE FLORIDA BUILDING CODE 2017. 2. ALL SOIL BELOW THE BUILDING FOOTPRINT SHALL BE TREATED FOR TERMITE CONTROL PRIOR TO PLACEMENT OF SLABS ON GRADE, 3. ALL SLABS ON GRADE SHALL BE PLACED ON A 6 MIL VAPOR RETARDER. 4. ALL FILL BENEATH FOUNDATIONS OR GROUND SLABS SHALL BE COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D1557 (MODIFIED PROCTOR TEST). REINFORCED CONCRETE: 1. REQUIRED CONCRETE COMPRESSIVE STRENGTHS AT 28 DAYS, UNLESS OTHERWISE NOTED: SIDEWALKS, SLABS ON GROUND, & FOUNDATIONS .......................... fc = 3000 PSI BEAMS AND ELEVATED SLABS ............................................ fc = 5000 PSI 2. SHEAR WALLS AND COLUMNS ............................................ SEE SCHEDULES 3. MINIMUM CONCRETE COVER CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH ....... 3" CONCRETE EXPOSED TO EARTH OR WEATHER: NO.6 THROUGH NO. 18 BAR ........................................ 2" NO.5 BAR, W31 OR D31 WIRE AND SMALLER ............................ .1 %" CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: SLABS, WALLS & JOISTS: NO. 14 & NO. 18 BARS ................................................. 1 %„ NO. 11 BARS AND SMALLER ........................................... %" BEAMS & COLUMNS: PRIMARY REINFORCEMENT, TIES, STIRRUPS & SPIRALS ...................1 %" SHELLS & FOLDED PLATE MEMBERS: NO.6 BARS AND LARGER .................... . ........ . ................ /„ NO.5 BAR, W31 OR D31 WIRE AND SMALLER ............................. %" 4. REINFORCING STEEL IN CONCRETE SHALL HAVE A MINIMUM LAP AS SCHEDULED, UNLESS OTHERWISE NOTED AND SHALL CONFORM TO ASTM A615, GRADE 60. 5. ALL EXPOSED SURFACES OF CONCRETE SLABS, BEAMS AND COLUMNS EXPOSED TO THE EXTERIOR SHALL RECEIVE A SEALER IN CONFORMANCE TO THE SPECIFICATIONS. 6. SLABS ON GROUND FOR INTERIOR CONDITIONED SPACES SHALL BE 4" THICK WITH 6x6 - W2.lxW2.1 WWF PLACED 1 %" FROM TOP SURFACE, PLACED OVER 10 MIL VAPOR RETARDER AND TERMITE TREATED COMPACTED SOIL, UNLESS OTHERWISE NOTED. 7, CONTRACTOR SHALL SAW CUT (V DEEP X 1/8" WIDE) CONTROL JOINTS IN SLABS ON GROUND WITHIN 24 HOURS AFTER PLACING CONCRETE. CONTROL JOINTS SHALL BE LOCATED AT CENTERS OF COLUMNS, UNDER NON -LOAD BEARING WALLS AND AT SPACING NOT GREATER THAN 15'-0" IN BOTH DIRECTIONS. 8. PROVIDE DOWELS FOR LAP OF ALL HORIZONTAL REINFORCING BARS AT CORNERS AND TEES FOR WALL FOOTINGS, BEAMS, WALLS AND TIE BEAMS TO MAINTAIN CONTINUOUS REINFORCING THROUGH INTERSECTION. 9. TIE BEAMS (NOTED"TBXXX" SHALL BE FORMED AND PLACE AFTER CONSTRUCTION OF SUPPORTING MASONRY WALLS, 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND CONSTRUCTION OF FORM WORK, BRACING AND SHORING IN CONFORMANCE WITH ACI 347-04 AND ACI 347R-05 REINFORCING STEEL: 1. REINFORCING STEEL FOR REINFORCED CONCRETE AND REINFORCED MASONRY SHALL CONFORM TO ASTM A615, GRADE 60, DEFORMED REINFORCEMENT, UNLESS OTHERWISE NOTED. 2, WELDED WIRE FABRIC SHALL CONFORM TO ASTM Al85 3. SPLICES SHALL BE IN CONFORMANCE WITH ACI 318-05 UNLESS OTHERWISE NOTED 4. ELEVATED SLABS AND SLABS ON GROUND, EXCEPT SIDEWALKS, SHALL USE SHEET STOCK WELDED WIRE FABRIC. ROLL STOCK SHALL NOT BE USED FOR THESE MEMBERS. 5. MECHANICAL SPLICING DEVICES FOR REINFORCING STEEL MAY BE SUBMITTED TO THE ARCHITECT/ENGINEER FOR APPROVAL. FORMWORK AND SHORING: 1. NO STRUCTURAL CONCRETE SHALL BE STRIPPED UNTIL IT HAS REACHED AT LEAST TWO THIRDS OF THE 28 DAY DESIGN STRENGTH. DESIGN, ERECTION AND REMOVAL OF ALL FORMWORK, SHORES AND RESHORES SHALL MEET THE REQUIREMENTS SET FORTH IN ACI STANDARDS 347 AND 301. CONSTRUCTION JOINTS: 1. ANY DEVIATION OR ADDITION OF CONSTRUCTION JOINT FROM THAT SHOWN ON THE PLANS MUST BE REVIEWED BY THE ENGINEER. ALTERNATE OR ADDED CONSTRUCTION JOINT LOCATIONS ARE ACCEPTABLE ONLY AS A CHANGE ORDER, WHICH WILL INCLUDE ENGINEERING CHARGES BY THE ENGINEER OF RECORD FOR REDESIGN OF THE STRUCTURE, SHORING, ETC. 1. NO PENETRATIONS SHALL BE MADE IN ANY STRUCTURAL MEMBERS OTHER THAN THOSE LOCATED ON THESE DRAWINGS WITHOUT PREVIOUS APPROVAL OF THE ENGINEER. STRUCTURAL CONCRETE MASONRY: 1. CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90, TYPE II, GRADE N, SQUARE END WITH A MINIMUM AVERAGE COMPRESSION STRENGTH OF 1900 PSI ON NET SECTION. COMPRESSIVE STRENGTH OF MASONRY fm = 1,500 PSI U.N.O. 2. MORTAR SHALL CONFORM TO ASTM C270, TYPES, PORTLAND CEMENT LIME MORTAR CEMENT OR MORTAR CEMENT. MASONRY CEMENT SHALL NOT BE USED FOR STRUCTURAL MASONRY. 3. MASONRY GROUT SHALL CONFORM TO ASTM C476 AND HAVE AN AVERAGE COMPRESSION STRENGTH OF 3000 PSI AT 28 DAYS. MASONRY GROUT SHALL HAVE A SLUMP OF 8-10 INCHES. 4. REINFORCING STEEL IN STRUCTURAL MASONRY SHALL BE LAPPED 48 BAR DIAMETERS. 5. VERTICAL REINFORCING IN MASONRY WALLS IS NOTED ON THE FLOOR PLANS OF THE FLOOR BELOW THE WALLS. 6. ALL CONCRETE MASONRY BELOW GRADE SHALL BE FULLY GROUTED. 7. ALL VERTICAL REINFORCING IN CONCRETE MASONRY CELLS SHALL BE HELD IN PLACE WITH REBAR POSITIONERS LOCATED NEAR THE TOP AND BOTTOM OF EACH GROUT POUR. 8. ALL MASONRY GROUTING SHALL UTILIZE THE HIGH LIFT GROUTING METHOD ASSET FORTH IN NCMA TEK 23A. GROUT POURS SHALL BE LIMITED TO 12 FT IN HEIGHT PLACED IN TWO 6 FT LIFTS. CLEAN -OUT OPENINGS SHALL BE CUT IN THE FACE SHELL AT THE BOTTOM COURSE OF CELLS TO BE GROUTED TO ALLOW REMOVAL OF DEBRIS AND INSPECTION OF CELL PRIOR TO GROUTING. 9. HORIZONTAL JOINT REINFORCING SHALL BE 9 GAUGE LADDER TYPE REINFORCING WITH ONE LONGITUDINAL WIRE FOR EACH FACE SHELL IN THE WALL CONSTRUCTION. JOINT REINFORCING SHALL BE LOCATED IN ALTERNATE COURSES, AT 16" VERTICAL SPACING. LAP JOINT REINFORCING 6" MINIMUM. USE PREFORMED "L" AND "T" SECTIONS TO MAINTAIN JOINT REINFORCING CONTINUOUS THROUGH CORNERS AND TEES. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND CONSTRUCTION OF FORM WORK, AND SHORING IN THE CONFORMANCE WITH ACI 347-04 AND ACI 347R-05. 11. MECHANICAL REBAR SPLICES ARE ACCEPTABLE. MECHANICAL SPLICER SHALL DEVELOP AT LEAST 1.25 (125%) fy OF THE SPLICED BAR. 12. WELDED REBAR SPLICES ARE ACCEPTABLE. WELDED SPLICER SHALL DEVELOP AT LEAST 1.25 (125%) fy OF THE SPLICED REBAR. 13. ALL MASONRY OPENINGS SHALL HAVE A PRECAST LINTEL INSTALLED. REFERENCE LINTEL SCHEDULE FOR SIZE AND REINFORCING. PRECAST LINTELS SHALL BEAR A MINIMUM OF 8" AT EACH END, U.N.O. 14. PROVIDE CONTINUOUS BOND BEAM AT THE TOP OF ALL MASONRY WALLS, TYP. HOOK ALL VERTICAL WALL REINFORCING 90' INTO BOND BEAM AT THE TOP OF ALL WALLS, TYP. POST -INSTALLED ANCHORS: 1. POST INSTALLED ANCHORS SHALL ONLY BE USED WHERE SPECIFIED ON THE DRAWINGS. 2. CONTRACTOR SHALL OBTAIN APPROVAL FROM ENGINEER OF RECORD PRIOR TO USING POST -INSTALLED ANCHORS FOR MISSING OR MISPLACED CAST -IN ANCHORS. 3. CARE SHALL BE GIVEN TO AVOID DAMAGING EXISTING REBAR WHEN DRILLING HOLES. HOLES SHALL BE DRILLED AND CLEANED PER MANUFACTURER'S INSTRUCTIONS. 4. UNLESS SPECIFIED OTHERWISE, ANCHORS SHALL BE EMBEDDED IN THE APPROPRIATE SUBSTRATE WITH A MINIMUM EMBEDMENT OF 8 TIMES THE NOMINAL ANCHOR DIAMETER OR THE EMBEDMENT REQUIRED TO SUPPORT THE INTENDED LOAD. ANCHORS SHALL BE INSTALLED PER THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AT NOT LESS THAN MINIMUM EDGE DISTANCE AND/OR SPACING INDICATED IN THE MANUFACTURER'S LITERATURE. 5. SUBSTITUTION REQUESTS FOR PRODUCTS OTHER THAN THOSE LISTED BELOW SHALL BE SUBMITTED TO THE ENGINEER OF RECORD FOR REVIEW AND APPROVAL WITH CALCULATIONS PREPARED, SIGNED AND SEALED BY AN ENGINEER REGISTERED IN THE LOCALITY OF THE PROJECT SHOWING THAT THE SUBSTITUTED PRODUCT WILL ACHIEVE AN EQUIVALENT CAPACITY USING THE APPROPRIATE DESIGN PROCEDURE. 6. ACCEPTABLE PRODUCTS ARE: A) EXPANSION ANCHORS FOR NON -CRACKED CONCRETE ONLY: -WEDGE-ALL (WA) BY SIMPSON STRONG -TIE -KWIK BOLT 3 BY HILTI B) CRACKED CONCRETE MECHANICAL ANCHORS: -STRONG-BOLT (STB) BY SIMPSON STRONG -TIE -KWIK BOLT (TZ) BY HILTI C) SCREW ANCHORS: -TITEN HD (THD) BY SIMPSON STRONG -TIE -HUS-H BY HILTI D) ADHESIVE ANCHORS: 1) FOR ANCHORING INTO SOLID BASE MATERIAL: -ACRYLIC -TIE (AT) BY SIMPSON STRONG -TIE -SET EPDXY -TIE (SET) WITH RETROFIT BOLTS (RFB) BY SIMPSON STRONG -TIE -HIT RE 500 BY HILTI 2) FOR ANCHORING INTO HOLLOW BASE MATERIAL: -CONTACT ENGINEER OF RECORD ANCHOR RODS SHALL CONFORM TO ASTM F1554 GRADE 55 HAVE A MINIMUM DIAMETER EQUAL TO W, (U.N.O. ON STRUCTURAL PLANS) AND SHALL BE THREADED WITH TACK WELDED NUT AT BOTTOM WITH A MINIMUM OF 8" EMBED INTO CONCRETE, U.N.O. ON STRUCTURAL PLANS. NUTS SHALL CONFORM TO ASTM A 563, GRADE A. WASHERS SHALL CONFORM TO ASTM F 436, TYPE 1. ALL PARTS SHALL BE HOT DIPPED GALVANIZED. SHOP DRAWINGS FOR SPECIALTY ENGINEERED PRODUCTS: 1. THE FOLLOWING SYSTEMS AND COMPONENTS AS A MINIMUM REQUIRE FABRICATION AND ERECTION DRAWINGS PREPARED BY A DELEGATED ENGINEER: 2. WOOD TRUSS SYSTEMS, LIGHT GAUGE STEEL EXTERIOR WALL SYSTEMS, ALUMINUM SYSTEMS, GLAZED CURTAIN WALLS, PREFABRICATED STEEL STAIRS & RAILINGS, STRUCTURAL STEEL CONNECTIONS REQUIRING ENGINEERING. 3. SUBMITTALS SHALL CLEARLY IDENTIFY THE SPECIFIC PROJECT AND APPLICABLE CODES, LIST THE DESIGN CRITERIA, AND SHOW ALL DETAILS AND PLANS NECESSARY FOR PROPER FABRICATION AND INSTALLATION. CALCULATIONS AND SHOP DRAWINGS SHALL IDENTIFY SPECIFIC PRODUCT UTILIZED. GENERIC PRODUCTS WILL NOT BE ACCEPTED. 4. SHOP DRAWINGS AND CALCULATIONS SHALL BE PREPARED UNDER THE DIRECT SUPERVISION AND CONTROL OF THE DELEGATED ENGINEER. 5. SHOP DRAWINGS AND CALCULATIONS REQUIRE THE IMPRESSED SEAL, DATE AND SIGNATURE OF THE DELEGATED ENGINEER. COMPUTER PRINTOUTS ARE AN ACCEPTABLE SUBSTITUTE FOR MANUAL COMPUTATIONS PROVIDED THEY ARE ACCOMPANIED BY SUFFICIENT DESCRIPTIVE INFORMATION TO PERMIT THEIR PROPER EVALUATION. SUCH DESCRIPTIVE INFORMATION SHALL BEAR THE IMPRESSED SEAL AND SIGNATURE OF THE DELEGATED ENGINEER AS AN INDICATION THAT HE/SHE HAS ACCEPTED RESPONSIBILITY FOR THE RESULTS. SEPIAS DO NOT REQUIRE SIGNATURE AND SEAL. THE STRUCTURAL ENGINEER WILL RETAIN ONE SIGNED AND SEALED BLUELINE PRINT FOR RECORD. 6. DRAWINGS PREPARED SOLELY TO SERVE AS A GUIDE FOR FABRICATION AND INSTALLATION (SUCH AS REINFORCING STEEL SHOP DRAWINGS OR STRUCTURAL STEEL ERECTION DRAWINGS) AND REQUIRING NO ENGINEERING DO NOT REQUIRE THE SEAL OF A DELEGATED ENGINEER. 7. CATALOG INFORMATION ON STANDARD PRODUCTS DOES NOT REQUIRE THE SEAL OF A DELEGATED ENGINEER. 8. REVIEW BY THE STRUCTURAL ENGINEER OF RECORD OF SUBMITTALS IS LIMITED TO VERIFYING THE FOLLOWING: A. THAT THE SPECIFIED STRUCTURAL SUBMITTALS HAVE BEEN FURNISHED. B. THAT THE STRUCTURAL SUBMITTALS HAVE BEEN SIGNED AND SEALED BY THE DELEGATED ENGINEER. C. THAT THE DELEGATED ENGINEER HAS UNDERSTOOD THE DESIGN INTENT AND HAS USED THE SPECIFIED STRUCTURAL CRITERIA. (NO DETAILED CHECK OF CALCULATIONS WILL BE MADE). D. THAT THE CONFIGURATION SET FORTH IN THE STRUCTURAL SUBMITTALS IS CONSISTENT WITH THE CONTRACT DOCUMENTS. (NO DETAILED CHECK OF DIMENSIONS OR QUANTITIES WILL BE MADE). SUBMITTALS NOT MEETING THE ABOVE CRITERIA WILL NOT BE REVIEWED. WOOD: 1. STRUCTURAL WOOD COMPONENTS (BEAMS, JOISTS, RAFTERS, ETC.) SHALL HAVE THE FOLLOWING MINIMUM ALLOWABLE FIBER STRESSES OF NO.1 SOUTHERN PINE CONFORMING TO THE LATEST EDITION OF NDS, AS FOLLOWS: SHEAR Fv = 175 psi. BENDING 2x4 Fb =1,500 psi BENDING 2x6 Fb =1,350 psi. BENDING 2x8 Fb =1,250 psi. BENDING 2x10 Fb =1,050 psi. BENDING 2x12 Fb = 975 psi. 2. WOOD IN CONTACT WITH CONCRETE OR MASONRY, AND AT OTHER LOCATIONS AS SHOWN ON STRUCTURAL DRAWINGS, SHALL BE PROTECTED OR PRESSURE TREATED IN ACCORDANCE WITH AMERICAN WOOD - PRESERVERS' ASSOCIATION STANDARDS. MEMBER SIZES SHOWN ARE NOMINAL UNLESS NOTED OTHERWISE. 3. ENGINEERED WOOD TRUSS SYSTEM SHALL BE DESIGNED BY THE SUPPLIER'S SPECIALTY ENGINEER TO CONFIGURATION AND LOAD -CARRYING CAPACITY SHOWN ON DRAWINGS. TRUSS DESIGNS SHALL COMPLY WITH ANSI/TPI 1 "NATIONAL DESIGN STANDARD FOR METAL -PLATE -CONNECTED WOOD TRUSS CONSTRUCTION." TPI HIB "COMMENTARY AND RECOMMENDATIONS FOR HANDLING INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES." AND TPI DSB "RECOMMENDED DESIGN SPECIFICATION FOR TEMPORARY BRACING OF METAL PLATE CONNECTED WOOD TRUSSES." ALTERNATE TRUSS LAYOUTS ARE NOT ACCEPTABLE. SHOP DRAWINGS SHALL BE SUBMITTED AND SHALL SHOW AND SPECIFY CONNECTOR TYPES UTILIZED WITHIN TRUSSES, AS WELL AS CONNECTORS UTILIZED IN OTHER CONNECTIONS AND ATTACHMENTS BETWEEN TRUSSES OR COMPONENTS SUPPLIED AS PART OF THE ENGINEERED TRUSS SYSTEM. AN ERECTION DRAWING SHALL IDENTIFY TRUSS SYSTEM COMPONENTS AND ANY PERMANENT BRACING REQUIRED FOR TRUSS DESIGN. 4. ENGINEERED SHOP DRAWINGS SHALL BEAR THE SIGNATURE AND IMPRESSED SEAL OF A FLORIDA REGISTERED ENGINEER AS THE SPECIALTY ENGINEER AND SHALL BE SUBMITTED FOR REVIEW BY THE ENGINEER OF RECORD. 5. THE FOLLOWING LOAD DURATION FACTORS SHALL BE USED: A. DEAD LOAD .90 B. DEAD LOAD + FLOOR LIVE LOAD 1.00 C. DEAD LOAD + ROOF LIVE LOAD 1.25 D. DEAD LOAD + WIND LOAD 1.33 6. ROOF SHEATHING IS DESIGNED AS A DIAPHRAGM AND SHALL COMPLY WITH CHAPTER 23 OF THE FLORIDA BUILDING CODE. UNLESS SHOWN OTHERWISE, SPAN RATED PANELS SHALL BE FASTENED TO NOMINAL 2X FRAMING SPACED AT 24" O.C. MAX. AS FOLLOWS: 7. PANELS UP TO 1/2" THICK: 8d NAILS AT 6" O.C. EDGE, 12" O.C. ELSEWHERE 8, PANELS UP TO 5/8" THICK: 10d NAILS AT 6" O.C. EDGE, 12" O.C. ELSEWHERE 9. PANELS UP TO 3/4" THICK: 12d NAILS AT 6" O.C. EDGE, 12" O.C. ELSEWHERE 10. SEE ROOF SHEATHING NAILING PLAN FOR OTHER NAILING PATTERNS. 11. SPAN DIRECTION OF PLYWOOD SHEETS IS CONTRACTOR'S OPTION UNLESS SPECIFICALLY NOTED OTHERWISE. METAL PLATE CONNECTED WOOD TRUSSES: 1. THE APPORTIONMENT OF THE RESPONSABILITIES BETWEEN THE STRUCTURAL ENGINEER OF RECORD AND THE DELEGATED ENGINEER FOR WOOD TRUSSES SHALL BE AS SET FORTH IN CHAPTER2 OF ANSI/PRI1-1995, "NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD CONSTRUCTION" WITH THE AMENDED DEFINITIONS SUBSTITUTED AS FOLLOWS: A. ANSI/TPI "TRUSS DESIGNER" REFERS TO THE DELEGATED ENGINEER FOR WOOD TRUSSES. B. ANSI/TPI "BUILDING DESIGNER" REFERS TO THE STRUCTURAL ENGINEER OF RECORD FOR THE PROJECT. 2. METAL PLATE CONNECTED WOOD TRUSSES AND THEIR CONNECTIONS SHALL BE DESIGNED BY A DELEGATED ENGINEER FOR THE LOADS AND DESIGN CRITERIA PROVIDED HEREIN IN ACCORDANCE WITH THE EDITION OF THE LOCAL BUILDING CODE AND NDS REFERENCED UNDER GENERAL NOTES ON THIS SHEET AND SECTION 61G15-31.003 OF THE F.A.C. AS WELL AS 61 G15-31.003, SUBMIT DELEGATED ENGINEERING DOCUMENTS FOR APPROVAL AND DO NOT FABRICATE WITHOUT RECEIVING APPROVAL. 3. THE DELEGATED ENGINEER SHALL BE DEEMED A "TRUSS SYSTEM ENGINEER" AS DEFINED IN 61 G15-31.003(4) OF F.A.C. AND SHALL DESIGN A TRUSS SYSTEM, MEANING THE ASSEMBLAGE OF TRUSSES AND TRUSS GIRDERS TOGETHER WITH ALL BRACING, CONNECTIONS AND OTHER STRUCTURAL ELEMENTS AND ALL SPACING AND LOCATIONAL CRITERIA THAT, IN COMBINATION, FUNCTION TO SUPPOPRT THE DEAD LOAD, LIVE LOAD, LIVE ROOF LOAD, AND WIND LOADS APPLICABLE TO THE TRUSS SYSTEM, SUPPORTING WALLS, FOUNDATIONS AND HEADERS ARE BEYOND THE SCOPE OF THE TRUSS SYSTEM ENGINEER'S SERVICES. 4. THE TRUSSES SHALL BE DESIGNED TO ACCOMODATE THE SUPERIMPOSED LOADS AS TABULATED OR SPECIFIED HEREIN IN ADDITION TO THE TRUSS SELF -WEIGHT. 5. THE FOLLOWING LOAD DURATION FACTORS SHALL BE USED: A. DEAD LOAD 0.90 B. DEAD LOAD + FLOOR LIVE LOAD 1.00 C. DEAD LOAD + ROOF LIVE LOAD 1.25 D. DEAD LOAD + WIND LOAD 1.33 6. THE TRUSS SHALL BE DESIGNED TO MEET THE SERVICEABILITY LIMITS AS FOLLOWS: TRUSS CASE DEFLECTION LOCATION LIMIT FLOOR D + L U360 ROOF Lr U360 ROOF D + Lr U240 ROOF D + Lr + W U240 7. TRUSS DESIGN DRAWINGS AND TRUSS BEARING REACTION VALUES & LOCATIONS, PREPARED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE IN WHICH THE PROJECT IS LOCATED, SHALL BE PROVIDED AND APPROVED BY THE STRUCTURAL ENGINEER OF RECORD FOR THE PROJECT PRIOR TO FABRICATION. TRUSS DESIGN DRAWINGS SHALL BE PROVIDED WITH THE SHIPMENT OF TRUSSES DELIVERED TO THE PROJECT SITE, AND SHALL INCLUDE, AT A MINIMUM, THE FOLLOWING: A. BASIC DESIGN WIND SPEED AND RISK CATEGORY. B. SLOPE AND/OR DEPTH, SPAN AND SPACING C. LOCATION OF ALL JOINTS. D. REQUIRED BEARING WIDTHS. E. DESIGN LOADS AS PER LOAD TABLE F. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. G. EACH REACTION FORCE, DIRECTION AND LOCATION H. LUMBER SIZES, SPECIES AND GRADE FOR EACH MEMBER. I. JOINT CONNECTOR TYPE AND DESCRIPTION, E.G., SIZE THICKNESS OR GAUGE, AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR EXCEPT WHERE SYMMETRICALLY LOCATED RELATIVE TO THE JOINT INTERFACE. J. CONNECTIONS REQUIREMENTS FOR: (1) TRUSS -TO -TRUSS GIRDER, (2) TRUSS PLY -TO -PLY AND, (3) FIELD SPLICES. K. CALCULATED DEFLECTION RATIO AND/OR MAXIMUM DESCRIPTION FOR LIVE AND TOTAL LOAD. L. THE SIZE, CONNECTION AND LOCATION OF ALL TEMPORARY AND PERMANENT BRACING. 8. THE DELEGATED ENGINEER SHALL VERIFY THE APPLICABILITY OF THE SPECIFIED TRUSS CONNECTORS REGARDING THE ABILITY TO WITHSTAND UPLIFT, BEARING AND LATERAL LOADS AS MAY BE APPLICABLE AND MAKE RECOMMENDATIONS FOR SUBSTITUTE CONNECTORS AS REQUIRED. WOOD FRAMING CONNECTORS: 1. CONNECTORS SHALL BE GALVANIZED (Z-MAX-COATED). CONNECTOR MODEL NUMBERS SHOWN ARE Strong tie CONNECTORS AS MANUFACTURED BY SIMPSON Strong Tie Co.,1450 DOOLITTLE DR., P.O. BOX 1568, SAN LEANDRO, CA 94577. SUBSTITUTIONS ARE ACCEPTABLE WITH THE APPROVAL OF THE STRUCTURAL ENGINEER. UNLESS SHOWN OTHERWISE, INSTALL SIZE AND NUMBER OF FASTENERS SHOWN IN LATEST SIMPSON CATALOG. I MANUFACTURED WOOD STRUCTURAL COMPONENRI:' 1. MEMBERS DESIGNATED'LVL' (E.G.,1 3/4 X 14 LVL) SHALL BE LAMINATED VENEER LUMBER AS MANUFACTURED BY WEYERHAEUSER (MICROLLAM), BOISE CASCADE (VERSA -LAM), OR ENGINEER APPROVED SUBSTITUTION WITH THE REQUIRED MINIMUM DESIGN PARAMETERS: FB = 2,600 PSI E = 2,000,000 PSI FV = 285 PSI 2. MEMBERS DESIGNATED'PSL' (E.G., 31/2X 14 PSL) SHALL BE PARALLEL STRAND LUMBER AS MANUFACTURED BY WEYERHAEUSER (PARALLAM) WITH THE REQUIRED MINIMUM DESIGN PARAMETERS: FB = 2,900 PSI E = 2,000,000 PSI FV = 290 PSI ORGANIZATIONS & AGENCIES AA ALUMINUM ASSOCIATION, INC. ACI AMERICAN CONCRETE INSTITUTE AIA AMERICAN INSTITUTE OF ARCHITECTS AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION AISI AMERICAN IRON AND STEEL INSTITUTE AITC AMERICAN INSTITUTE OF TIMBER CONSTRUCTION ANSI AMERICAN NATIONAL STANDARDS INSTITUTE ASCE AMERICAN SOCIETY OF CIVIL ENGINEERS ASTM AMERICAN SOCIETY OF TESTING & MATERIALS AWC AMERICAN WOOD COUNCIL AWS AMERICAN WELDING SOCIETY FBC FLORIDA BUILDING CODE IBC INTERNATIONAL BUILDING CODE LGSEA LIGHT GAGE STRUCTURAL ENGINEERS ASSOCIATION NCMA NATIONAL CONCRETE MASONRY ASSOCIATION OPNG. = OPENING NFPA NATIONAL FOREST & PAPER ASSOCIATION P.A.F. = POWDER ACTUATED FASTENER PCI PRE -CAST PRE -STRESSED CONCRETE INSTITUTE PTI POST TENSIONING INSTITUTE PART. PARTITION SDI STEEL DECK INSTITUTE PART'L. = PARTIAL SJI STEEL JOIST INSTITUTE PL = PLATE WTCA WOOD TRUSS COUNCIL OF AMERICA plf = POUNDS PER LINEAR FOOT psf = POUNDS PER SQUARE FOOT ABBREVIATIONS psi = POUNDS PER SQUARE INCH @ = AT E.S.= EACH SIDE P.T. = POST TENSION OR A.B. = ANCHOR BOLT E.W.= EACH,WAY PRESSURE TREATED ALT. = ALTERNATE EXIST.= EXISTING REINF. = REINFORCING APPROX. = APPROXIMATELY EXP.= EXPANSION REQ'D. = REQUIRED ARCH. = ARCHITECT EXT.= EXTERIOR REV. = REVISED/ REVISION ARCHT'L. = ARCHITECTURAL FIN.= FINISH R.O. = ROUGH OPENING BAL. = BALANCE FLR.= FLOOR SCHED. = SCHEDULE B.C. = BOTTOM CHORD FDN.= FOUNDATION SECT. = SECTION BLDG. = BUILDING F.S. = FAR SIDE SIM. = SIMILAR BM. = BEAM FT. = FOOT SQ. = SQUARE BOTT = BOTTOM FTG. = FOOTING S.J. = CONTRACTION JOINT BRG. = BEARING GA. = GAGE S.M.S. = SHEET METAL SCREW CH. = CHANNEL GALV. = GALVANIZED STD. = STANDARD C.I.P. = CAST IN PLACE G.C. = GENERAL CONTRACTOR SW = SHEARWALL C.J. = CONSTRUCTION JOINT HC = HOLLOW CORE S.W. = SHORT WAY CL = CENTERLINE H.D.G. = HOT DIPPED GALVANIZED STL. = STEEL CLR. = CLEAR HG = HIP GIRDER STRUCT. = STRUCTURAL CMU = CONCRETE MASONRY UNIT HORIZ. = HORIZONTAL T.C. = TOP CHORD COL. = COLUMN H.P. = HIGH POINT T/O = THRU OUT CONC. = CONCRETE HSS = TUBE STEEL T.O. = TOP OF ... CONFIG. = CONFIGURATION I.J. = ISOLATION JOINT T = TOP CONT. = CONTINUOUS INFO. = INFORMATION TEMP. = TEMPERATURE CONTR. = CONTRACTOR INT. = INTERIOR TYP. = TYPICAL CONSTR. = CONSTRUCTION JT. = JOINT U.N.O. = UNLESS NOTED OTHERWISE CTR. = CENTER L = ANGLE VERT. = VERTICAL CVR. = COVER LG. = LONG V.S. = VALLEY SET DBL. = DOUBLE L.W. = LONG WAY W = WIDE FLANGE DTL. = DETAIL MFR. = MANUFACTURER w/ = WITH DIA. = DIAMETER MAT'L. = MATERIAL WD. = WOOD DIM. = DIMENSION MAX. = MAXIMUM WP = WORK POINT DN. = DOWN M.D. = MID -DEPTH W.W.F. = WELDED WIRE FABRIC DWG. = DRAWING M.C.J. = MASONRY CONTROL JOINT EA. = EACH MIN. = MINIMUM E.E. = EACH END MISC. = MISCELLANEOUS E.F. = EACH FACE N.S. = NEAR SIDE E.J. = EXPANSION JOINT N.I.C. = NOT IN CONTRACT ELEV. / EL. = ELEVATION N.T.S. = NOT TO SCALE E.O.R. = ENGINEER ON RECORD O.C. = ON CENTER EQ. = EQUAL O.H. = OPPOSITE HAND ASCE 7-16 WIND DESIGN CRITERIA DESIGN PARAMETER SYMBOL VALUE ASCE/SEI 7-16 REFERENCE RISK CATEGORY - I TABLE 1.5-1 ULTIMATE BASIC WIND SPEED VULT 150 MPH SECTION 26.5 NOMINAL BASIC WIND SPEED VASD 116 MPH SECTION 26.5 WIND DIRECTIONALITY FACTOR Kd 0.85 TABLE 26.6-1 EXPOSURE CATEGORY - C SECTION 26.7.3 TOPOGRAPHIC FACTOR Krt 1.00 SECTION 26.8 FREE STANDING WALLS & SIGNS I - I OPEN I SECTION 29.4 FREE STANDING WALLS & SIGNS I Cf 1 1.45 1 FIGURE 29.4-1 (FREE STANDING WALLS & SIGNS I qh I 45 PSF I CHAPTER 29 I T CNS 5 40 " �ioc Av.""F I APOU ae . u .n tl., 3.5 `5 ; ww cSrouP , I IL CA 11 �Aro m m � N o. 637 v do o a Z co O 0 co CM z 0 " ' m o a CD Ln m Z 0 J Lu a_l° D W 50010 Q 0 w z V Z Lo u� o cm m Lu z o 0 z U r` N r` 0 A N 0 N to Z 0 z w K J w U w w ~ a w z IL U w w Z J U cl U Z 0 H OU m w w w Z O w � w U 0� a- d N �q LO Q0 o O p Z Z Lei, w w a,<t= z 0 w m 2 6 3 w 9 v � zz 00 Z > 0 % LL v a w m O z �� Eo=zoo 2 P z - Lu Z Eu �'ja �ZcnwZZ::Er Z 1 0 0� y I_ _ w= w Z 2 Q O W 3 0 p a (n N Z O Q U 0__ z w �w Q O~ a J O w U o z 0 9_- z J 0-0 P Z 0 N w V O LL z z 0 Z W= = U H � 0 3: 1 1%R U) z O I-- Q J U J V) N Q UW Q [ CV Lu Z Z 0 N c O 0 O Z ~ Z O J 0 V p W N 04 _ cle � Q O >- CL w Z W V2 zN Q 30 O Lu O rl V Cie C14 O_O Z V J N Q D U D U) V) cn Z Z co o M Lo Ln J O O o M NO o Lu = 0 w Z ww Lu 0 0 0" 0w V) V) VALENT@ RGBW WET LOCATION 24V Date Color Changing LED Tape Ligf Bright, saturated RGBW tape light for high performance color changing applications. Project Notes Capable of billions of color combinations, plus pure 3000K white light. Models 24V-VL-RGBW-W Voltage Wattage 24VDC 6J'Itil All While: 128 L "g. L.m.n. RGBW R.d: 30 L"l Green- 91 Lr"'fl' Bit,e: 18 Lol Cut Points 2 ri Max RUri (ft.) 16A ft. n. Max Run (Class 2) 16,4 ft. ft CRI 90. Dimerl O5 , 0,22 1,, M , Hf TM-30 (LM-80) "O.ODO "Irl[s Environment CUtdool Net LoCmion (IP65) Ambient Temperature 4 i2"r (-20 - Sn-C) Operating Temperature, -4 176'F f-20 - iO'C) LED Chips 721ft, Chip type 216, 2835 Certification UL Llzilod 2108 Warranty 7 Year Specification Sheet I VALENTO) RGBW Wet Location Color Changing LED Tape Light I SS662023 1 4,5 1 of 7 X 0 Un O 0 U (D E 0 Cn 0 0 0 0 0 0 Z CD :3 0 124.1111 It EC ......... IP65 Mounting Driver'Delivery \1 awl l\\l\\, oom� %ex at d a ba, !n\\`111 %ZIZZQ�\v C, 0 L 0 U IFF1 L I N,11 E W E T ..... ... . . de 811 Exterior RGBW fixture Date: Approved: Type. Fixture- prol color temperature RGBW I Tuneable white ............ ............... 71` .... ...... -Offl, IBM I'MINEMENNo beam spread 6' 10' lO00 `x3O' 110",40- 115""' 11 20'x40' I 301x6l 1 40'x40' 30'X20' 140'xl5* 50'x15' 60'x20' LEDs 12 per foot - (3) red, (3) green, (3) blue: (3) white weight 1 foot (2,8 1 bs) 4 foot (1 0A lbs) housing anodized marine grade, extruded aluminum housing, die cast end caps sealed with bonded silicone gaskets; stainless steel fasteners lens tempered glass - IK07 Rating mounting extruded aluminum and stainless steel surface mount brackets; standard provides 80' of tilt; optional 180' tilt bracket available ingress protection dry, damp or vvet locations IP66 rated: connectors IP68 (waterproof) vibration resistance compliant with 3G ANSI C-1 36.31 for bridge and roadway applications fixture connections ........... daisy chain with male and female twist and lock 5-PIN, IP68 rated connectors ................. . . ..... - ............................. .................................................................. - ........... ............... .. .............. . . . . ......... . .... . .............. . . . . . . . . . . . . .......... ..... . ... . ............... . . . ........ . . . . . M III, .... . ... . . lumen output C all an 1 605 Im per foot (15W) 1268Imper foot (8W]I @100%all colors lumen maintenance > 70,000 hours.,' L70 or better operating temperature -4 9cF to 104°F (-451C to 40°C) protocols DMX 512, RDM (ANSI El 201 ColourQuick (130) provides uniform beam saturation 3" from fixture surface (1.5" on center from vertical surface..) colourclone manufacturing process uses robotic systems to provide 1 SDCM like consistency between luminaires by calibrating every fixture to the i (CC) same exact X, Y. chromaticity coordinates ColourSoft (CS) embedded firmware enables 16-bit resolution using only 8-bits of data to enhance the low trim curve for no -flicker at the slowest transition speeds. RGBW and Tuneable White in one fixture using 6 DMX channels. I ColourMode (CM) I Channels 1-4 - RGBW : Channels 5-6* - Tuneable White (charil 5 intensity and channel 6 = CC1) "Tune -able White mode must use the entire fixture as one unit. I warranty --------------------- - 5-Year limited warranty (refer to website for details) ............... ............... . ...... ................... ................. . ........ .................. . ........... kQ INEMN I'M 01711 MEN E\ ME 1 100" I i INS ............ ei 01 \x input voltage Universal 120-277VAC power supply integral Class 11, electronic high -power factor 99% 4) -1 20V controls SSL Coloursalect 13rd party DMX 512, RDM standard based control system certification ETL / cETLI FCC Part 15 standards UL-Class I power consumption 15W Co-) 120V / 1ft (54W @ 120V / 4ft) I BW @ 120V 1ft 28W @ 120V I Oft FC C E 14 "Izit' t"i" t41U"So"'..ve.PMl' at"d ior e',pkiit 1. h.age witri? I'Alil SoiioStati tilq'ei'pecfikatlon'i Ilice Produ,,,i (... 3t.'es. Liefnc,'if I, % S.- tl�'IFLni"irars ;"rand corli i0n" US Commercial Lighting Manufacturer Since 1982 Sae"Cification Sheet 1 Oo Solid State Luminaires 3609 Swenson ave - st. Charles it - 60174 1 fclighting,com 1 800.9001730 RF-JF-01 1823 Input Voltage 120VAC I 277VAC Output Voltage 24VDC ........... Wattage 80W (1 20VAC) / 96W (277VAC) .................. Max. Run 10 Units ......................... Dimensions 2.5in. x1,3in. x9In. (WxHxL) Environment* Indoor/ Dry Location IP20 ................. . - ........................ Certification UL Component Recognized/Listed Warranty 5-Year Warranty "WARNING: NOT FOR USE IN SUBMERSIBLE APPLICATIONS CO2018 Elemental LED, Inc.AllLight's reserved. Speccations a,e subject to change wizhcut notice. T61 Free: 877.837.60281 Fax: 413.592.1596 SPEC SHEET PURALIGHT' LED LIGHT SHEET l S5052418-1,0 I OF 4 ,",3�,,Iin/',,,,"te buc,,,,'J Sei7slitive ilttit'n samommmmmml 'a\ k6L OUTDOOR Lik HTNt Ja `pp? oved, FEATURES UP to. 93, im 01F 7"N' Over 120 11"W, 'Othce range mountino cl-oijorts Many optical accessories Ternpered glass lens lP66 [aIed 1.5G Vibration Tested 93 CRI with 2 S.-D)CM .......... ------- -- - -------- ---- ------- PERFORMANCE Beam Spread: '15' 1 25' 1 40"' 1 60' 110* CCT Options: 2700K, 3000K, 3500K, 4000K, 5000K, Red, Green, Blue C R 1: 9K, C R, Consistency: 2 SIDGM. (Fixture tr) Fixture) fvladen USA �vtl:l durr��t - C E FOMIntertek Lumens' 933 Im _7(),,00 E Lifetime: , hours 70 c,,,L bl ---- PIFIYSICAL ELE"""I"RICAL Mounting: standard ryounting is flat bao -U-Jil Bracket with G tole it cl:!des Voltage: Universal 12C--27 'IV AC '10'r 180' vertical mtotion and 360' hon,l roiation Power Supply: Integial Uass !,I, eieclFronic high -power fllc�or > (.-)0 Icol Ingress Protection: Drv, damp of wet locatIran s 1P66 zatcd Power Consumption: 7'V,,l 120V Finish: Six stage I-hernical iror; phosdiate converstlon pile tteatly'lent. Polyes'pr Dimming: Optional: 01 0V D'i-Tirninowith Pernote Power (I Per Fixture) powder coat finish, 18 pm Min., 500.0hirsal t, spray lest (ASTM 13117'1 CMI"Aant Mth Certificatiow CEC' T'le 24 148 Conloflaill Ronda / AAMA 2604 specification. Standards:cEll_.Lis Listed C-- J i , NOK tesed to LJL 1598 &.no L 8750 standards L- Warranty: 5-Yea, limited tIvardarity (refer towebsite for details) Class 11 I ES _M-7(, Housing: marine grade, corrosion resistant, Icv,, copper, solid die-cast alun-linurn: captive stainless steel fasteners Lens: Ant i-refl.-eotive -c lea r, 1 etmpered glass gaskeling IKU, I mcact R", ting Vibration Resistance: Coles pliant vvt1h 1_5G ANSI CI 36 31. "Seismic rated AC 156 Weight: 2,8ibs Ambient Operating Terl -4'FF lo 122'F '_20T to 15111:'C) 1 50" 3 70" 3.30" 0 \0 0 0O ,IF A R CHITECTURAL The feature rich lighting controller has been designed to provide a control solution for the most demanding of projects, whilst maintaining an easy to use panel of touch sensitive buttons. The controller integrates a graphical color screen allowing scene photos to be displayed. Easily view the selected zone, scene name and design without the need to navigate through complex menus, Change the speed, color and dimmer using the circular palette. The lighting levels, color and effects can be programmed from a PC, Mac, Android, iPad or iPhone using tr:ia included software. www,nicolau(,.,,iz.��.com/stick-de3,htm Key Features Technical Data Input Power 6-7V DC 0.6A • Sleek glass l which sits 11 rrm from the wall Output Protocol DMX512 (x2) • G'raphical color display fo Show selected et-MrOlIffient • Ccilor,,"dim nnil peed palette Programmability PC, Mac, Tablet, • Color fei nperElklre inixil: ig Smartphone 'I- uch serisitive butt ins a o , No inechanical parts Available Colors Black / White • 'birch senshlive IIvheel alk.)ws f()r ac(�Jrcqte color saection Connections USB, Ethernet, • IVI'lulfi-Zonte rnic"rosl) nnenlorf/ RS232, Clock, 8 dry is f•✓ ! flt'-rl contr.ol \,vith 500 scenesF 10 zones contact ports, open a 1024 DMX charinels, Ci 340 RGB fixtures drain ouput (for relay) • 1JS9 & Ethornet connectivitv i'or pnogramiTonQ.., and ea-ifirol Memory microSD (32Gb Max) • RS232, Dry Contact Falls ,--fnd arr Infra Red intlz p0q, Temperature -10 'C to 45 'C • C:ock and calendar wifl,0 Sunnise/Sunset triggering Battery LIR2032 1 • Network rllornmunica1onl. Control : lighting nemotely Mounting Single or double gang • Catalog of designs inClUding black arid white glass wall socket • OEM customization of the color pal Ate ana logo Dimentions 1 46xl 06xllmm st Vv"indows/Mac software to set dynail colors"effects ii Phol_le/iPad/Android rernote and prograrriming slops Weight 247g Standards EC, EMC, ROHS, ETL Optional Accessories RJ2BLOCK RJ45 to connector block converter for power+DMX POWER4M 6-7v ACDC power supply Jjc'.a: d:t_;SuI-Ite 989, 0' ,1Allghls save, . i. r:c,1 ,''I VNJADSC,4jt�� Lill :JCL LA 6667401 U1. 0M 0 STATE OF OR 110 JIMSEPH W.L. 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RECEPTACLES SYMBOL DESCRIPTION MOUNTING (� DUPLEX RECEPTACLE 120V, 20A 18" AFF OR AS NOTED ,y DUPLEX RECEPTACLE 120V, 20A 44" AFF OR 6" ABOVE t� (COUNTER HEIGHT (TYP•)) COUNTER QUAD RECEPTACLE 120V, 20A 18" AFF OR AS NOTED DUPLEX RECEPTACLE W/ USB PORTS 18" AFF OR AS NOTED 120V, 20A DUPLEX RECEPTACLE AS NOTED V (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 EK QUAD FLOOR 120V AND DATA SQUARE FLUSH WITH FLOOR ® I 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 (INDICATES LIGHTS CONTROLLED) 48" AFF OR AS NOTED 3 WAY SWITCH 48" AFF OR AS NOTED DIMMER SWITCH 48" AFF OR AS NOTED tic LOW VOLTAGE SWITCH. "LVD" TO 48" AFF OR AS NOTED DENOTE LOW VOLTAGE DIMMER. OCCUPANCY SENSOR SWITCH 48" AFF OR AS NOTED ® OCCUPANCY SENSOR ON CEILING OR AS NOTED E POWER PACK ABOVE CEILING CEILING MOUNTED INTERIOR ON CEILING OR (�} DAYLIGHT HARVESTING AS NOTED V PHOTOCELLSENSOR FIRE ALARM SYMBOL DESCRIPTION MOUNTING HEAT DETECTOR ON CEILING OR AS NOTED 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 FACP FIRE ALARM CONTROL PANEL 60" AFF TO TOP OR AS NOTED FAAP FIRE ALARM ANNUNCIATOR 60" AFF TO TOP OR AS NOTED ® SMOKE DAMPER IN HVAC DUCTWORK (�--� FLOW AND TAMPER SWITCH AS NOTED 80" AFF ( 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 OR 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 NWAP WIRELESS ACCESS POINT AS NOTED LOW VOLTAGE DUPLEX RECEPTACLE (NUMBER DENOTES QUANTITY OF 18" AFF OR AS NOTED 2 PORTS) • 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 0 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 - DENOTES NIGHTLIGHT) SCHEDULE 2x4 LAY -IN FIXTURE SEE FIXTURE EMERGENCY POWER SCHEDULE 2x4 LAY -IN FIXTURE SEE FIXTURE INL (NL - DENOTES NIGHTLIGHT) SCHEDULE ®1x4FT STRIP FIXTURE SEE FIXTURE EMERGENCY POWER SCHEDULE ® 1x4FT STRIP FIXTURE SEE FIXTURE SCHEDULE SEE FIXTURE EMERGENCY FIXTURE SCHEDULE EMERGENCY EXIT SEE FIXTURE COMBINATION FIXTURE SCHEDULE ® EXIT FIXTURE - DIRECTION SEE FIXTURE DENOTED SCHEDULE REMOTE EMERGENCY HEAD SEE FIXTURE SCHEDULE SEE FIXTURE -L PENDANT FIXTURE SCHEDULE Q 6" DOWN LIGHT (RECESSED) SEE FIXTURE EMERGENCY FIXTURE SCHEDULE 4 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 ES 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 5SC FIXTURE SCHEDULE HANGING FIXTURE SEE FIXTURE (CHANDELIER) SCHEDULE EXTERIOR LUMINAIRES SYMBOL DESCRIPTION MOUNTING SEE FIXTURE POLE MOUNTED LIGHT FIXTURE SCHEDULE SEE FIXTURE I-¢- WALL PACK FIXTURE SCHEDULE ® BOLLARD / PATHWAY FIXTURE SEE FIXTURE SCHEDULE ((( FLOODLIGHT FIXTURE SEE FIXTURE SCHEDULE I POWER DISTRIBUTION SYMBOL DESCRIPTION MOUNTING fft METER AS NOTED -in PANELBOARD. 120/208V OR 120/240V SEE PANEL SCHEDULE !� PANELBOARD. 277/480V SEE PANEL SCHEDULE TRANSFORMER AS NOTED DISCONNECT SWITCH AS NOTED -� FUSED DISCONNECT SWITCH. AS NOTED (SIZE / FUSE / # OF POLES) ® ENCLOSED CIRCUIT BREAKER. AS NOTED EP DISCONNECT SWITCH WITH AS NOTED MOTOR STARTER. ® MOTOR STARTER. AS NOTED Sn MOTOR STARTER SWITCH WITH AS NOTED OVERLOAD RELAYS AS REQUIRED. C� MOTOR. AS NOTED ® ELECTRIC DUCT HEATER. AS NOTED ® POWER POLE AS NOTED ATS AUTOMATIC TRANSFER SWITCH. AS NOTED FEE MANUAL TRANSFER SWITCH. AS NOTED ® /® JUNCTION BOX OR 4 SQUARE BOX. AS NOTED CONDUIT / WIRING AND GROUNDING SYMBOL DESCRIPTION MOUNTING 11 DRIVEN ROD -- (UNLESS NOTED OTHERWISE) CONDUIT CONCEALED IN NUMBER OF WIRES INDICATED f CEILING SPACE OR WALL AS FOLLOWS HOT NEUTRAL CONDUIT CONCEALED IN TWO WIRES i / CEILING SPACE OR WALL Ho L THREE WIRES -�-�.� "�� HOME RUN TO PANEL (HASH MARKS INDICATE FOUR WIRES H� 4RAL NUMBER OF WIRESI CONDUIT RUN EXPOSED --- LOW VOLTAGE WIRING O CONDUIT RUN UP AS SHOWN • CONDUIT RUN DOWN AS SHOWN MECHANICAL UNITS SYMBOL DESCRIPTION MOUNTING 114/11 AIR HANDLER AS NOTED CU-f 1 l h - CONDENSING UNIT AS NOTED RECIRCULATING PUMP AS SHOWN • • INSTA-HOT WATER HEATER AS SHOWN CC ELECTRICAL DEVICES TO BE REMOVED OR RELOCATED 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 BRANCH CIRCUIT FOR LIGHTING AND RECEPTACLES SHALL BE INSTALLED WITH DEDICATED NEUTRAL. ALL OTHER CIRCUITS SHALL BE INSTALLED WITH DEDICATED NEUTRAL UNLESS EQUIPMENT DOES NOT REQUIRE A NEUTRAL CONNECTION. 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 6' 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. DEVICES 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. SWITCHGEAR21 * ''U° ' L 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. T T!'-iLTTTAT("_ 1. CONNECT ALL EXIT SIGNS, EGRESS FIXTURES, AND NIGHT LIGHTS ON THE UNSWITCHED LEG OF A LOCAL LIGHTING CIRCUIT. 2. MINIMUM EMERGENCY ILLUMINATION OF I 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. 0: F 01 �l ON4L 4\_ CORY GLASS STATE OF FLORIDA REGISTERED PE #80467 SIGNATURE v � M 00 +, n Z 4 moo°' +� Iwo O N O M X tai W.c_cJ``o t ■ ■ Q) Q Yr Oco W O o0 � n N � 110 m O) � w �WU (n w W Z W•��0Q j�ic- W Q O Z � � � z - � n N Z-0 z v N I Q C) =3 W rn Z O V) 5 w x N n * Nt0 � I- fn Q W ( N z 0 Q z - Q ir V J af J � 0 3:�`' Ll:� Z J 0 O 0 2 W 0O ~Lo NX 0 W J = LLJ N z ,L. o C0 G O O F- NU Z O F- U W 0 ELECTRICAL DESIGN 3 Y N ri w o 2150 Range Road �� Z z O Clearwater, FL 33765 rw 0 w (727) 243-7043 1 www.GCElectricalDesign.com W Florida Board of Professional Engineers #33905 z 0 Z W w a a o v W = oflo--.)(n V) � . , . �. �..� .--�,�,—.�,3 snr�-rvT+.. � �v, �� mf'I'IF1°��i�� '... � .. 1 � �� 'I�I��IIw��III��N�IIf1�TA�I1f1iRnI�lA0fl1111111111�111�17N�1♦7fl�ST1911�IT�I�II�IIIgRI �4 16 .`J lvJ: 1 .. _j1. �.e�.,.l ...�d(i161L'm IL 41:tlL'sib di�rcldNdlli'14�lk l�ii i@P3I �S-lull L'IbAI•iGti�P�IN INN iifil�_�I