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HomeMy WebLinkAbout4330 20th St (47)A B I C D E I F G H I I r 1 2 I � z Q z H - Oz W. W Ow W Lu W U(D � o¢ re a_ a. w cn ~m 3 02 �w z� o 9) Fn °- z a. w Vj w zz O 0 uj - a� zz _z wQ om ww J U OZ) m 0 �o re ZQ- 4 w W co OZ 00 wz J m oU w _ z> cn O W Un m Y O U re W w z Z w O cn I- w � 5 w w Oa o� o� w� o O z= �_ LU -o Z Y c - W 0 UJ co Ofw ILw o z zo 6 W w� 0 O m J Y ILL U ¢ S �Lu w W - 2 mU o� w cn �o az wQ wo a. w W N UFy 7 f O wr "' a 6 o O z Z z W cn 5 Y i �-o cn 3 - zry zw H 0 �z Qo z = O w Z N J o� U � 00 �o w~ J ¢ LLI U w U- w0 = o o - >- W Z m ¢ p o w z . ¢ U Z � 0 9 w cn r H O 10 LU TRITON RANDS HYRHILLS 2 ISSUED FOR CONSTRUCTION 07/15/22 TJS ACS GEL JPRH AJD 1 ISSUED FOR PERMIT 06/24/22 TJS ACS GEL JPRH AJD 0 ISSUED FOR PERMIT 05/26/22 TJS ACS GEL JPRH AJD REV REVISION DESCRIPTION DATE DRWN DSGN CHKD QC APPD 7EPHYRHILLS FLORIDPA, JUNE 2022 PROJECT LOCATION SCALE: NTS DEVELOPMENT NAME: BLUE TRITON BRANDS WAREHOUSE AND LINE 13 EXPANSION DEVELOPMENT ADDRESS: 4330 20TH STREET ZEPHYRHILLS, FL 33540 PETITIONER: THE WHITING TURNER CONTRACTING COMPANY LUKE SCHNEIDER 300 EAST JOPPA ROAD BALTIMORE, MD 21286 OWNER NAME: BLUE TRITON BRANDS LEO MCCONNELL 4330 20TH STREET ZEPHYRHILLS, FL 33542 ENGINEER: MERRICK AND COMPANY ANTONIO DELGADO, P.E. 6810 DEERPATH ROAD, SUITE 315 ELKRIDGE, MD 21075 REF. DWG. NO 01140111SHIMAKeyk CURRENT LAND USE: INDUSTRIAL INTENDED LAND USE: INDUSTRIAL PARCEL #: 13 26 210070 07400 0000 ZONING: LI (LIGHT INDUSTRIAL) NORTH WAREHOUSE EXPANSION AREA: - 34,900 SF LINE 13 EXPANSION AREA: - 18,200 SF FINISHED FLOOR ELEV. (BOTH BUILDINGS): 83.80 FT TOTAL SITE AREA: 45.79 AC DISTURBED AREA: -1.88 AC REFERENCE DRAWING TITLE IVUM I n TRUCK PARKING REMOVED FOR NORTH EXPANSION: 46 SPACES TRUCK PARKING REMOVED FOR LINE 13 EXPANSION: 24 SPACES IVIDIJJO JNlaline 31H8AHId3Z JO A110 pjV o :31da M3IA38 ALL WORK ,HALL COMPLY WITH PREVAILING CODES FLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE, AND THE CITY OF ZEPHYRHILLS ORDINANCES (@INVESTIGATE BEFORE YOU EXCAVATE "CALL SUNSHINE" 1-800-432-4770 TOLL FREE FL STATUE 556 (1993) REQUIRES MIN. OF 2 DAYS AND MAX. OF 5 DAYS NOTICE BEFORE YOU EXCAVATE. JACKSONVILLE PENSACOLA D ZEPHYRHILLS �. ORLANDO TPA 0 0 FT MYERS 0 v� M IAM I a Oa a0 NORTH STATE OF FLORIDA SCALE: NTS NORTH VICINITY MAP SCALE: NTS TITLE: BLUE TRITON ZEPHYRHILLS GENERAL COVER SHEET REVISION: DRAWING NO.: SHEET NO.: 2 6004-GL-00-001 1 OF 1 it 1 1y A I B I C I D I E I F I G I H I I I J A B C D E F G H z a z� 0z ixw OW w of 0 Q of a - a= _of r w LL M Ow zg z 09) F5 a- za w �w w� O= y aLu cl z —z a¢ 00 w J 0 O= _ 0 �O It Z a e ww U)m E� cz ow LuF wz J O co �w 52 cn O wU) m Y o- w� �w z� wO ULU � � 1 Z' w _ Q OJ 0 ~ w0 0 O Z=_ zcl _o F- z O ¢ Z Y U)U) —w � J U O wct) LaL w 0 z Zo f CL- w w= 0 i- ¢a Of om J Y Q U = �U) ww �Z) m= U w c=n W 0 a Z w¢ aw Lu N U Ix O �� w¢ 0 ZZ w cn �Y co co� Zx zw �O �z a¢o of F- z a O J U 0� 0 �0 w ~ —i U w — LL- = O 152 }w zU) ¢w ow ¢� O U Z � O Ix o� U)w �0 a 10 a 2 ISSUED FOR CONSTRUCTION 07/15/22 TJS ACS GEL JPRH AJD 1 ISSUED FOR PERMIT 06/24/22 TJS ACS GEL JPRH AJD 0 ISSUED FOR PERMIT 05/26/22 TJS ACS i GEL JPRH AJD REV REVISION DESCRIPTION DATE DRWN DSGN CHKD QC APPD SHEET INDEX DRAWING NO. I SHEET TITLE GENERAL 6004-GL-00-001 COVER SHEET 6004-GL-00-002 SHEET INDEX G110 CODE DATA G111 WAREHOUSE EXPANSION LIFE SAFETY PLAN G112 LINE 13 EXPANSION LIFE SAFETY PLAN CIVIL 6004-CN-00-001 CIVIL GENERAL NOTES 6004-CN-00-002 CIVIL LEGENDS AND ABBREVIATIONS 6004-CC-00-001 DEMOLITION PLAN - WAREHOUSE EXPANSION 6004-CC-00-002 DEMOLITION PLAN - LINE 13 EXPANSION 6004-CS-00-001 SITE PLAN - WAREHOUSE EXPANSION 6004-CS-00-002 SITE PLAN - LINE 13 EXPANSION 6004-CS-00-003 GEOMETRIC CONTROL PLAN - WAREHOUSE EXPANSION 6004-CS-00-004 GEOMETRIC CONTROL PLAN - LINE 13 EXPANSION 6004-CG-00-001 GRADING, DRAINAGE AND EROSION CONTROL PLAN - WAREHOUSE EXPANSION 6004-CG-00-002 GRADING, DRAINAGE AND EROSION CONTROL PLAN - LINE 13 EXPANSION 6004-CG-00-003 STORM DRAIN PLAN AND PROFILE 6004-CU-00-001 UTILITY PLAN - WAREHOUSE EXPANSION 6004-CU-00-002 UTILITY PLAN - LINE 13 EXPANSION 6004-CD-00-001 SITE DETAILS 1 6004-CD-00-002 SITE DETAILS 2 6004-CD-00-003 GRADING AND DRAINAGE DETAILS 6004-CD-00-004 EROSION CONTROL DETAILS 6004-CD-00-005 UTILITY DETAILS 1 6004-CD-00-006 UTILITY DETAILS 2 6004-CD-00-007 GEOMETRIC CONTROL POINT TABLES ARCHITECTURAL A001 GENERAL NOTES A002 SPECIFICATIONS A003 SPECIFICATIONS A004 SPECIFICATIONS A030 DOOR SCHEDULE A101 WAREHOUSE EXPANSION DEMOLITION PLAN A102 LINE 13 EXPANSION DEMOLITION PLAN A111 WAREHOUSE EXPANSION FLOOR PLAN A112 LINE 13 EXPANSION FLOOR PLAN Al 13 WAREHOUSE EXPANSION ROOF PLAN A114 LINE 13 EXPANSION FLOOR PLAN A115 WAREHOUSE EXPANSION EQUIPMENT FLOOR PLAN A116 LINE 13 EXPANSION EQUIPMENT FLOOR PLAN A201 EXTERIOR BUILDING ELEVATIONS A202 EXTERIOR BUILDING ELEVATIONS A203 EXTERIOR BUILDING ELEVATIONS A301 WAREHOUSE EXPANSION BUILDING SECTIONS A302 LINE13 EXPANSION BUILDING SECTIONS A311 WALL SECTIONS AND DETAILS A312 WALL SECTIONS AND DETAILS A313 WALL SECTIONS AND DETAILS A401 DETAILS A402 DETAILS STRUCTURAL 6004-SG-00-001 CONCRETE GENERAL NOTES 6004-SG-00-002 STEEL GENERAL NOTES 6004-SG-00-003 SPECIAL INSPECTIONS 6004-SG-00-004 STANDARD ANCHOR RODS 6004-SG-00-005 STANDARD REBAR DETAILS 6004-SG-00-006 STEEL DECK NOTES AND SCHEDULE 6004-SC-00-100 LINE 13 EXPANSION FOUNDATION PLAN SHEET INDEX DRAWING NO. SHEET TITLE 6004-SC-00-101 PROPANE STORAGE FOUNDATION 6004-SC-00-105 WAREHOUSE EXPANSION FOUNDATION PLAN 6004-SC-00-400 LINE 13 EXPANSION ENLARGED SLAB PLAN 6004-SC-00-500 FOUNDATION DETAILS 6004-SC-00-501 FOUNDATION DETAILS 6004-SC-00-502 FOUNDATION DETAILS 6004-SC-00-503 FOUNDATION DETAILS 6004-SC-00-504 FOUNDATION DETAILS 6004-SC-00-505 FOUNDATION DETAILS 6004-SC-00-506 FOUNDATION DETAILS 6004-SS-00-100 LINE 13 EXPANSION ROOF PLAN 6004-SS-00-102 CONVEYOR SUPPORT 6004-SS-00-105 WAREHOUSE EXPANSION ROOF PLAN 6004-SS-00-300 LINE 13 BUILDING SECTIONS 6004-SS-00-301 LINE 13 BUILDING SECTIONS 6004-SS-00-303 LINE 13 EXPANSION OPENING SECTION 6004-SS-00-305 WAREHOUSE EXPANSION SECTIONS 6004-SS-00-306 WAREHOUSE EXPANSION SECTIONS 6004-SS-00-307 WAREHOUSE EXPANSION OPENING SECTION 6004-SS-00-500 WAREHOUSE CONNECTION DETAILS 6004-SS-00-501 LINE 13 CONNECTION DETAILS 6004-SS-00-502 CONNECTION DETAILS 6004-SS-00-503 CONNECTION DETAILS 6004-SS-00-504 CONNECTION DETAILS PLUMBING 6004-MP-00-001 NOTES, LEGEND, ABBREVIATIONS 6004-MP-00-101 OVERALL PLAN 6004-MP-00-102 ENLARGED L13 PLAN 6004-MP-00-103 ENLARGED WAREHOUSE ADDITION 6004-MP-00-501 SCHEDULES AND DETAILS 6004-MP-00-502 DETAILS AND RISERS MECHANICAL 6004-MH-00-101 OVERALL PLAN 6004-MH-00-102 ENLARGED L13 PLAN 6004-MH-00-103 ENLARGED WAREHOUSE ADDITION 6004-MH-00-501 DETAILS AND SCHEDULES ELECTRICAL 6004-EX-00-001 LEGEND, NOTES AND SCHEDULES 6004-ED-00-001 DEMOLITION PLAN 6004-ED-00-002 DEMOLITION PLAN 6004-EG-00-001 GROUNDING PLAN 6004-EG-00-002 GROUNDING PLAN 6004-EL-00-001 LIGHTING PLAN 6004-EL-00-002 LIGHTING PLAN 6004-EP-00-001 POWER PLAN 6004-EP-00-002 POWER PLAN 6004-EP-00-003 POWER DETAILS 6004-EP-00-005 RISER DIAGRAM 6004-EP-00-004 GROUNDING DETAILS 6004-ES-00-001 SCHEDULES 6004-ES-00-002 SCHEDULES FIRE SUPPRESSION 6004-00-FA-101 OVERALL FLOOR PLAN 6004-00-FA-102 LINE 13 ENLARGED FLOOR PLAN 6004-00-FA-103 WAREHOUSE ADDITION ENLARGED FLOOR PLAN 6004-00-FA-501 FIRE PUMP ROOM PLAN AND RISER DIAGRAM 6004-00-FP-001 LEGENDS, NOTES, AND ABBREVIATIONS 6004-00-FP-101 OVERALL FLOOR PLAN 6004-00-FP-102 LINE 13 ENLARGED FLOOR PLAN 6004-00-FP-103 WAREHOUSE ADDITION ENLARGED FLOOR PLAN 6004-00-FP-501 FIRE PUMP ROOM PLAN AND PUMP TEST RESULTS h •f 1: l�l - ■i m ram] = CiF;•M t�'l � t®rfi ■ r�I 1 V I I', I', I A B C D E F G H I J CODE DATA OWNER: BLUE TRITON BRANDS BUILDING AREAS/HEIGHTS/STORIES: THE EXISTING FACILITY IS AN UNLIMITED AREA BUILDING PER SECTION 507.4 OF THE BUILDING CODE, EXTERIOR WALL FIRE RATINGS BASED ON PROJECT ADDRESS: ZEPHYRHILLS, FLORIDA SINCE THE FACILITY IS A ONE-STORY BUILDING, EQUIPPED WITH AN AUTOMATIC SPRINKLER SYSTEM, IS PLUMBING FIXTURE CALCULATIONS 1 AN B/F/S USE GROUP AND IS ADJOINED BY PUBLIC WAYS NOT LESS THAN 60 FEET IN WIDTH. FIRE SEPARATION DISTANCE 1 JURISDICTION: CITY OF ZEPHYRHILLS / PASCO COUNTY, FLORIDA OCCUPANCY REFERENCE THE FOLLOWING TABLES TAKEN FROM THE BUILDING CODE THAT PROVIDES THE FIRE SEPARATION TYPE OF OCCUPANCY OCCUPANCY GROUP AB, E, F-2, I, SCOPE OF WORK: BLUE TRITON BRANDS ZEPHYRHILLS FACILITY WILL BE EXPANDING THEIR EXISTING ALLOWABLE BUILDING AREA/HEIGHT/STORIES COMPARED AGAINST THE ACTUAL BUILDING DISTANCE = X (FEET) CONSTRUCTION GROUP H GROUP F-1, M, S-1 R, , B, U SINCE THERE IS NO CHANGE TO THE EXISTING OCCUPANT LOAD OF THE FACILITY NO ADDITIONAL BUILDING. THE WORK INCLUDES A WAREHOUSE EXPANSION AND THE ADDITION/INSTALLATION OF NEW AREA/HEIGHT/STORIES. SINCE THE FACILITY IS A NON -SEPARATED MIXED USE BUILDING, THE MOST PLUMBING FIXTURES ARE BEING PROVIDED FOR THE WAREHOUSE EXPANSION AND LINE 13 ADDITION. PACKAGING LINE (LINE 13). THE WAREHOUSE EXPANSION CONSTRUCTION INCLUDES EXTERIOR RESTRICTIVE USE GROUP WILL BE UTILIZED FOR HEIGHTS/STORIES/AREA. X < 5 ALL 3 2 1 CONCRETE WALL PANELS TO MATCH THE EXISTING BUILDING AND WILL INCLUDE STORAGE RACKING AND LOADING DOCK DOORS. THE LINE 13 ADDITION INCLUDES EXTERIOR CONCRETE WALL PANELS TO MATCH ALLOWABLE BUILDING HEIGHTS IN FEET z . IA THE EXISTING BUILDING AND WILL INCLUDE NEW PROCESS/PACKAGING EQUIPMENT3 2 1 5 <_ X< 10 LEGEND -LIFE SAFETY < TYPE OF CONSTRUCTION OTHERS 2 1 1 o z APPLICABLE CODES: rt w • FLORIDA BUILDING CODE, 2020 EDITION: THE NEW WORK EXPANSION/ADDITION WILL BE USE SPRINKLERED / IA,IB 2 1 1 o GROUP NON-SPRINKLERED TYPE I TYPE II TYPE III TYPE IV TYPE V 10 5 X < 30 IIB,VB 1 0 0 EXIT/EGRESS SYMBOLS w CONSTRUCTED TO THE CURRENT BUILDING CODE; Lu OTHERS 1 1 1 2 0 ¢ • FLORIDA FIRE PREVENTION CODE, 2020 EDITION: THIS CODE COVERS THE FIRE SAFETY PASSIVE & A B A B A B HT A BIt 9: EXIT DIRECTIONAL a m ACTIVE FIRE PROTECTION FEATURES OF THE BUILDING; B/F/S S UL 180 85 75 85 75 85 70 60 X > 30 ALL 0 0 0 DISCHARGE ® ILLUMINATED EXIT SIGN w U) _Of m • NFPA 10 - STANDARD FOR PORTABLE FIRE EXTINGUISHERS, 2018 EDITION; 0 w TRAVEL DISTANCE LIMITATIONS o� z • FLORIDA BUILDING CODE, ACCESSIBILITY, 2020 EDITION; ALLOWABLE NUMBER OF STORIES OCCUPANT LOAD EXIT ACCESS z a . NFPA 70 -NATIONAL ELECTRICAL CODE, 2017 EDITION X'"XfTRAVEL DISTANCE X'-X" -X COMMON PATH 11' Lu TYPE OF CONSTRUCTION z z POINT OF FLORIDA BUILDING CODE, PLUMBING, 2020 EDITION USE SPRINKLERED / TYPE I TYPE II TYPE III TYPE IV TYPE V THERE IS NO CHANGE TO THE EXISTING OCCUPANT LOAD OF THE FACILITY. THE WAREHOUSE EGRESS CHOICE (MAXIMUM ?'-?") (MAXIMUM ?'-?") 00 GROUP NON-SPRINKLERED EXPANSION AND LINE 13 ADDITION PROJECT WILL NOT INCREASE/ADD OCCUPANTS. cwn • FLORIDA BUILDING CODE, MECHANICAL, 2020 EDITION q FB A B A B HT A B0-FIRE PROTECTION & ALARM DEVICES 3 FLORIDA BUILDING CODE, FUEL GAS, 2020 EDITION 0 0 3 • F-1 S UL 12 5 3 4 3 5 3 2 Lu USE GROUP: COMMON PATH OF TRAVEL o THE EXISTING FACILITY IS CLASSIFIED AS A NON -SEPARATED MIXED USE. THE USE GROUPS INCLUDE: WITHOUT SPRINKLER SYSTEM FEET FIRE EXTINGUISHER ` w B, BUSINESS (EXISTING - NO CHANGE); (FEET) z w F-1, MODERATE HAZARD FACTORY INDUSTRIAL (EXISTING - NO CHANGE); ALLOWABLE AREA IN SQUARE FEET WITH co `° S-1, MODERATE HAZARD STORAGE (EXISTING - CHANGE); OCCUPANCY OCCUPANT LOAD SPRINKLER w Q TYPE OF CONSTRUCTION SYSTEM (FEET) Of � WAREHOUSE EXPANSION WILL BE CLASSIFIED AS S-1, MODERATE HAZARD STORAGE; USE SPRINKLERED / 530 >30 O z TYPTBA TYPE II TYPE III TYPE IV TYPE V U_ w GROUP NON-SPRINKLERED w z LINE 13 ADDITION WILL BE CLASSIFIED AS F-1, MODERATE HAZARD FACTORY INDUSTRIAL; B 100 75 100 Qo A B A B HT A B ui CONSTRUCTION CLASSIFICATION: F 75 75 100 Lu 0 4 THE EXISTING FACILITY IS CLASSIFIED AS TYPE IIB CONSTRUCTION CONSISTING OF NON-COMBUSTIBLE B/F/S S1 UL o NLIMITE 57,000 36,000 100,500 42,000 25,500 4 m Y CONSTRUCTION. S 100 75 100 O 0 F- R w0 of w WAREHOUSE EXPANSION WILL BE CLASSIFIED AS TYPE IIB CONSTRUCTION CONSISTING OF z NON-COMBUSTIBLE CONSTRUCTION. ACTUAL HEIGHTS, STORIES AND AREAS a LINE 13 ADDITION WILL BE CLASSIFIED AS TYPE IIB CONSTRUCTION CONSISTING OF NON-COMBUSTIBLE MINIMUM NUMBER OF EXITS OF ACCESS TO EXITS w CONSTRUCTION. USE GROUP ACTUAL HEIGHT ACTUAL STORIES ACTUAL AREA PER FLOOR � J o BUILDING CONSTRUCTION (WAREHOUSE AND LINE 13): EXISTING FACILITY 40'-0" 1 STORY 565,578 SF OCCUPANT LOAD NO. OF EXITS w p SUBSTRUCTURE: CONCRETE FOUNDATIONS AND A REINFORCED CONCRETE z SLAB -ON -GRADE. WAREHOUSE 40'-0" 1 STORY 34,923 SF 1 - 500 2 Iw- 3: SUPERSTRUCTURE: STEEL BUILDING COLUMNS. z o ROOF STRUCTURE: STEEL BEAMS, STEEL BAR JOISTS AND METAL DECK WITH ROOF LINE 13 28'-5" 1 STORY 18,184 SF ~o z< 5 501 - 1,000 3 5 INSULATION AND SINGLE -PLY METAL ROOF MEMBRANE. ccnn EXTERIOR WALL: CONCRETE WALL PANELS. TOTAL 618,685 SF MORE THAN 1,000 4 ~w � J 60 w m HAZARDOUS MATERIALS: HAZARDOUS MATERIALS WILL BE PRESENT ONSITE BUT WILL NOT EXCEED THE � w MAXIMUM ALLOWABLE QUANTITIES [MAQj AS LISTED IN TABLE 307.1(1) AND TABLE 307.1(2). FIRE RATINGS PER IBC 2018 TABLE 601 VPL REQUIRED EXITS PROVIDED EXITS az z o THE INTENT WOULD BE TO STORE ANY HAZARDOUS MATERIAL THAT EXCEEDS THE MAQ EXTERIOR TO a U_ = THE BUILDING. FOR THOSE HAZARDOUS MATERIALS THAT DO NOT EXCEED THE MAQ, THEY WILL BE BUILDING TYPE TYPE TYPE TYPE TYPE TYPE TYPE TYPE TYPE w ZEPHYRHILLS FACILITY 4 20 STORED WITHIN SAFETY CABINETS INTERIOR TO THE BUILDING. EACH SAFETY CABINET WILL BE LABELED ELEMENT IA IB IIA IIB IIIA IIIB IV VA VB FOR ITS RESPECTIVE HAZARD AND INCOMPATIBLE MATERIALS WILL BE KEPT SEPARATE FROM ONE Of w o m ANOTHER. PRIMARY 3 2 1 0 1 0 HEAVY 1 0 Y STRUCTURAL HOURS HOURS HOUR HOUR HOUR HOUR TIMBER HOUR HOUR = 6 INTERIOR FINISHES: THE MINIMUM INTERIOR FINISH CLASSIFICATION IS CLASS 6 'C'THAT FOR FRAME EXIT ACCESS TRAVEL DISTANCE w FLAME SPREAD INDEX = 76-200 / SMOKE -DEVELOPED INDEX = 0-450. 2� EXTERIOR 3 2 1 0 2 2 2 1 0 m = FIRE PROTECTION AND SPRINKLERS: BEARING WALLS HOURS HOURS HOUR HOUR HOURS HOURS HOURS HOUR HOUR THE EXISTING FACILITY IS FULLY SPRINKLERED (EXISTING - NO CHANGE). W o INTERIOR 3 2 1 0 1 0 1 1 0 USE GROUP WITHOUT SPRINKLER WITH SPRINKLER SYSTEM w < BOTH THE WAREHOUSE EXPANSION AND LINE 13 ADDITION WILL BE FULLY SPRINKLERED. A LICENSED BEARING WALLS HOURS HOURS HOUR HOUR HOUR HOUR HOUR HOUR HOUR SYSTEM WAREHOUSE w w FIRE PROTECTION ENGINEER WILL DESIGN THE SYSTEM. EXPANSION a. v of EXTERIOR TABLE TABLE TABLE TABLE TABLE TABLE TABLE TABLE TABLE S-1 (WAREHOUSE) 200'-0" 400'-0"** O PORTABLE FIRE EXTINGUISHERS WILL BE PROVIDED IN ACCORDANCE WITH THE CURRENT BUILDING NON -BEARING 602 602 602 602 602 602 602 602 602 w I=- CODES. WALLS u- `� INTERIOR F-1 (LINE 13) 200'-0" 400'-0"** 2008 THE EXISTING FACILITY HAS FIRE ALARM/NOTIFICATION DEVICES. 0 0 0 0 0 0 HEAVY 0 0 r o NON -BEARING EXPANSION w cZi� 7 WALLS HOUR HOUR HOUR HOUR HOUR HOUR TIMBER HOUR HOUR 7 Y BOTH THE WARE EXPANSION AND LINE 13 ADDITION WILL HAVE FIRE ALARM/NOTIFICATION DEVICES. A ** PER SECTION 1017.2.2 OF THE BUILDING CODE, SINCE THE FACILITY IS ONE-STORY IN HEIGHT, HAS A ----- -I LICENSED FIRE PROTECTION ENGINEER WILL DESIGN THE NOTIFICATIONS DEVICE SYSTEM. ------------ FLOOR MINIMUM ROOF DECK HEIGHT OF 24 FEET AND EQUIPPED WITH AN AUTOMATIC SPRINKLER SYSTEM THE EXIT ACCESS TRAVEL DISTANCE MAXIMUM CAN BE INCREASED TO 400 FEET. cp z� CONSTRUCTION AND 2 2 1 0 1 0 HEAVY 1 0 2001 I z w BUILDING AREAS/HEIGHTS/STORIES: THE NEW WORK VPL WILL BE A STANDALONE BUILDING. REFERENCE HOURS HOURS HOUR HOUR HOUR HOUR TIMBER HOUR HOUR THE FOLLOWING TABLES TAKEN FROM THE IBC 2018 CHAPTER 5 THAT PROVIDES THE ALLOWABLE SECONDARY EXPANSION I Z BUILDING AREA/HEIGHT/STORIES COMPARED AGAINST THE ACTUAL BUILDING AREA/HEIGHT/STORIES. ROOF i 0 THE NEW WORK VPL OCCUPANCY/USE GROUP IS GENERAL INDUSTRIAL OCCUPANCY PER NFPA 101 / F-1 CONSTRUCTION 0 PER IBC. THE FOLLOWING TABLES UTILIZE THE IBC 2018 USE GROUP REFERENCES; F-1 (GENERAL AND 1 1/2 1 1 0 1 0 HEAVY 1 0 ------------------------- z INDUSTRIAL OCCUPANCY). HOURS HOUR HOUR HOUR HOUR HOUR TIMBER HOUR HOUR SECONDARY o MEMBERS 1995 LINE 13 EXPANSION of EXPANSION zo o g 8 �o V _-T------- - -1 �jU I I o I ORIGINAL o 1 WAREHOUSE }w zm <w w ow ¢v 0w 0 KEY PLAN o SCALE: N.T.S. w m0 9 9 TITLE: PEE OF F`WT-BTB ZEPHYRHILLS EXPANSION ❑� o MERRICK"ARCHITECTURAL THERESAGALLAWAY 11013 �_ ...�_ �-e.E,_:_�._..;�.._ �.�.,��_.�._�._. CODE DATA * AR 8488 VVT 10 1 ISSUE FOR CONSTRUCTION 07/15/22 JWT JWT JWT TC TC A 10 0 ISSUE FOR PERMIT 06/24/22 JWT JWT JWT TC TC �rFRED Aac�' MERRICK PROJECT NO.: 3021600491 REVISION: DRAWING NO.: SHEET NO.: REV REVISION DESCRIPTION DATE DRWN DSGN CHKD QC APPD REF. DWG. NO REFERENCE DRAWING TITLE 07/15/2022 CLIENT PROJECT NO.: SCALE: AS NOTED 1 G110 -- of -- A B C D E F G H I J A I B I C I D I E I F I G I H I 1 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 i z O W I �a ! II I II iI I II 1 I I II II II o� WO2 Q"j Q pu I - - - - - - FF w Co W EXIT TO z I I I I I GRADE W I I I � w I S I II zz - - O cW=n zz3 I I I I I _-__!__--I w¢ on w I I I I I I I ' I I I I i 0 o I I I I ! I �x z d `1 m EXIT TO EXIT TO EXIT TO EXIT TO EXIT TO I RACKING SHOWN FOR REFERENCE ONLY. w j p GRADE ! GRADE ! GRADE !GRADE EXIT TO GRADE RACKING WILL BE PROVIDED IN THE FUTURE. I EXISTING I I � K L I U I o W I (EXISTIN , (EXISTING) I I ( ) I I I (EXISTING) I RADEN I (EXISTING) I I I I II ( > ma I_ w I I I I I I I I I I I c. � O 4 y''' ' wN - - ml oo w� Lu +- oujt-+-+-+-t-+-+-t-+-t-+-- I I a J oo _ _ ` `_ NINE!1 1 1 1_ I I I 1 1 1 1 I I Es LoLi W�— Z I- z 5 '-1-++-+-+-+-+-+ +- O Q I I i I I I I I I I 1 U) v, I I t-+-t-+--t-+-+-+- i U O I 1 I I I I I 'yIFYI� I I- 1 w U W I I z I i-'Fa-'F7--+-+--I-44-4-- ui zO - - - - - - - - - _ - - - - - - - - - - - - - - ---- I - I - W H T I Q I I I I I i--+I-+-+-+-+444-4-4--�i 1 1 1 1 1 1 1 1 1 I I om vQ 6 �-- - `-�-- `-�- � wN I Lu fq Psi - P�9-- P4•_ 1*�.Y^ — — a Z q_I +-+-WAREHOUSE w ¢ "'°_= I I i EXIT TO +-+-+-+-t-�-+-+-t- GRADE w I #,,,�i I EXPANSION w N I I I I I 1 1 I i= I "r=�°k=�ml== o [ I -1 +44 +-14-+-+- i (EXISTING) = I I 1 1 1 1 1 1 1 1 1 I > O-- y}-tom-+- '+-1+-+•+-+- LL ¢ I I I I I 1 *-_*__-*_ _ 2008 0 0 _ i EXPANSION z z i l l , z z 7 - +-+-t-t-t-t-t-t-t- I Y — — WON—NNN� ------------------------- — j- I I — — — "'"7 NOUN- Zr O t- +-+-+-+-+-+-+-+-t- I Z W I F_ ; ___°+_ i 2001 Q I _ -_=_= I I EXPANSION , +-+-+-+-+-+- H z t l l i l l l l l l l l Q Z 11 i i W f¢"' I I I 1 it 1 1 I 1 I 1 I I I 4 I ------------------------- O H I-i..�--i..1-L.J=t — — I — — — 1995 LINE 13 EXPANSION - - - - - - - - - - F�.4_�.._+- zo I I --h- I I I 1 1 1 1 1 1 l � EXPANSION 0 8 ! �- +-t-t-t-+-+-t- wQ �-I ..4- =. . _-�- I---T--------------------.� J V+I' 1I 1 I t- I ORIGINAL =o +-+-+-+- +- -+- I g I ' o w �- ; }-+-t-+-�-+-+-t- - I WAREHOUSE ' U) Q w I ' -+'++'1-41.+1 +-' '�m..+'-t o� - - - 11111 1- - - - -itt - - - - - - - - - - - - - - p U IIIIII1 1 1 1 1 1 1 1 1 1 Z1 1 1 1 NUNN NEW= 'pq I I 1-_-_ ' KEY PLAN SCALE: N.T.S. o� C 0 9 WAREHOUSE EXPANSION LIFE SAFETY PLAN 9ASCALE: 1/32" = 1'-0" DRAWING REF: -- TITLE: PEE OF FLO, lk A&— WT—BTB ZEPHYRHILLS EXPANSION 1:111 0,4b❑MERRICW ARCHITECTURAL * THERESA*ALLAWAY WAREHOUSE EXPANSION LIFE SAFETY PLAN 10 1 ISSUE FOR CONSTRUCTION 07/15/22 JWT JWT JWT TC AR 98488 TC �fici 10 ED A 0 ISSUE FOR PERMIT 06/24/22 JWT JWT JWT TC TC ��srF aWHITING-TURNER MERRICK PROJECT NO.: 3021600491 RREVISION: DRAWING NO.: SHEET NO.: REV REVISION DESCRIPTION DATE DRWN DSGN CHKD QC APPD REF. DWG. 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DWG. NO REFERENCE DRAWING TITLE C.5 LEGEND - LIFE SAFETY EXIT/EGRESS SYMBOLS �YF EXIT DIRECTIONAL DISCHARGE ILLUMINATED EXIT SIGN TRAVEL DISTANCE LIMITATIONS EXIT ACCESS X'-X" TRAVEL DISTANCE X-X COMMON PATH POINT OF EGRESS CHOICE —� (MAXIMUM ?'-?") (MAXIMUM ?'-?") FIRE PROTECTION & ALARM DEVICES FIRE EXTINGUISHER 2008 EXPANSION --- ---------------- I I 2001 EXPANSION I I I I ------------------ --I 1995 EXPANSION ---i------- I I ORIGINAL WAREHOUSE KEY PLAN SCALE: N.T.S. WAREHOUSE EXPANSION LINE 13 EXPANSION TITLE: WT-BTB ZEPHYRHILLS EXPANSION ARCHITECTURAL LINE 13 EXPANSION LIFE SAFETY PLAN REVISION: DRAWING NO.: SHEET NO.: 1 G112 -- OF -- 1 2 0 5 CQ 7 m 0 Imm A I B I C I D E I F I G I H I I J A B REFERENCED DATA C D E MAINTENANCE OF TRAFFIC F a 0 z ww OW W� wa a= _IX ~m w2 ow z 2 oa za wcr w w0 o = 0 a� z0 -z cr¢ Oo J U O� �Of zCL w w m �� w� oZ ,, w w~ J z m O �U w n0 wcf) mY ou Dry w w F z U)F- LU a- J af afQ o -j 0~ wM 00 z= F z0 t- z Oa zY -w F-: J U O wm aw 0z w0z L, w w= oF- QQ om J Y J U Q of U ww m= U w c=n �0 <z wQ CLLU U of w= w F- cn n w Oo ~z w cn � Y z37 -w zw a= cf)o �z O 4�0 LLJ - z rav =� oF- U w zO F-0 w ~ J V w - u-_ w 0 =O 0 >_w z U' aZ) 0a z� ¢v Ow z� a. 0� U w -_ r=- 0 1 2 3 0 7 0 0 10 1. TOPOGRAPHIC SURVEY WAS PERFORMED BY AND OBTAINED FROM SURVTECH SOLUTIONS, TAMPA, FLORIDA (813)621-4929, DATED MAY 12, 2002. 2. EXISTING UTILITY INFORMATION SHOWN ON THESE PLANS IS A COMBINATION OF SURFACE -ONLY SURVEY DATA, FIELD OBSERVATION, AND LEGACY RECORD DRAWINGS. UTILITY LOCATES HAVE NOT BEEN PERFORMED (TO DATE) FOR THIS PROJECT. 3. VERTICAL DATUM IS NAVD 1988, U.S. SURVEY FEET. BENCHMARK UTILIZED WAS NGS CONTROL STATION "C-663" WITH ELEVATION OF 81.57 FEET. HORIZONTAL DATUM IS BASED ON STATE PLANE NAD 1983 FLORIDA WEST, 2011 ADJUSTMENT U.S. SURVEY FEET, SAID DATUM WAS ESTABLISHED BY UTILIZING THE FLORIDA PERMANENT REFERENCE NETWORK (FPRN). 4. THE SURVEY INFORMATION CONTAINED HEREIN WAS OBTAINED FOR DESIGN PURPOSES AND MAY NOT BE ADEQUATE REPRESENTATION OF ACTUAL CONDITIONS FOR PROJECT CONSTRUCTION. EXISTING CONTOURS SHOWN REPRESENT INTERPOLATIONSIEXTRAPOLATIONS FROM THE BEST AVAILABLE SURVEY DATA. ALL RISK RESULTING FROM THE USE OR INTERPRETATION OF THE SURVEY DATA SHOWN SHALL BE BORNE BY THE CONTRACTOR, 5. GEOTECHNICAL INVESTIGATION AND RECOMMENDATIONS PERFORMED BY ECS FLORIDA, LLC, REFER TO REPORT DATED JUNE 15, 2022. 6. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ESTABLISH IN THE FIELD LIMITS OF CONSTRUCTION, BENCHMARKS (ELEV.), COORDINATES, CENTER LINES, AND STATIONING AS REQUIRED TO CONSTRUCT THIS PROJECT. GENERAL 7. ALL DESIGN AND CONSTRUCTION SHALL CONFORM TO THE MINIMUM STANDARDS SET FORTH BY THE FDEP, AWWA, NSF, AND CITY OF ZEPHYRHILLS. 8. THE CONTRACTOR IS ADVISED NOT TO SCALE FROM DRAWINGS BUT TO FIELD VERIFY ALL DIMENSIONS. THE DIMENSIONS OF SPECIFIED AND FURNISHED PRODUCTS AND MATERIALS TAKE PRECEDENCE OVER DIMENSIONS INDICATED ON THE DRAWINGS. IF SIGNIFICANT DEVIATIONS OCCUR, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AT LEAST 72 HOURS PRIOR TO CONSTRUCTION FOR A DETERMINATION AND RESOLUTION. 9. THE CONTRACTOR SHALL CHECK PLANS FOR CONFLICTS AND DISCREPANCIES PRIOR TO PERFORMING ANY WORK IN THE AFFECTED AREA. 10. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BECOME FAMILIAR WITH THE PERMIT AND INSPECTION REQUIREMENTS SPECIFIED BY THE VARIOUS GOVERNMENTAL AGENCIES AND THE ENGINEER. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION AND SCHEDULE INSPECTION ACCORDING TO AGENCY INSTRUCTIONS, 11. ALL WORK PERFORMED SHALL COMPLY WITH THE REGULATIONS AND ORDINANCES OF THE VARIOUS GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER THE WORK. CONSTRUCTION LAYOUT/LIMITS OF CONSTRUCTION 12. THE CONTRACTOR SHALL OBTAIN THE SERVICES OF A PROFESSIONAL LAND SURVEYOR LICENSED IN THE STATE OF FLORIDA FOR LAYOUT. PROOF OF LICENSE SHALL BE SUBMITTED TO THE ENGINEER BEFORE BEGINNING LAYOUT. 13, NO DISTURBANCE SHALL BE ALLOWED OUTSIDE OF THE RIGHT OF WAYS AND/OR THE LIMITS OF CONSTRUCTION SHOWN ON THE DRAWINGS UNLESS APPROVED BY THE OWNER OR SPECIFICALLY NOTED ON THE DRAWINGS. EXISTING CONDITIONS 14. LOCATIONS, ELEVATIONS, AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES, AND OTHER FEATURES ARE SHOWN BASED ON THE BEST INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF THESE PLANS. CONTRACTOR SHALL VERIFY THE LOCATIONS, ELEVATIONS, AND DIMENSIONS OF ALL EXISTING UTILITIES, STRUCTURES, AND OTHER FEATURES AFFECTING THIS WORK PRIOR TO CONSTRUCTION. 15. PRIOR TO SHOP DRAWING PREPARATION AND SUBMITTAL AND PURCHASE OF RELATED MATERIALS, THE CONTRACTOR SHALL FIELD VERIFY EXISTING UTILITIES (LOCATION, SIZE, MATERIALS OF CONSTRUCTION, OUTSIDE DIAMETER, WALL THICKNESS, ROUNDNESS, ELEVATIONS, ETC.) TO WHICH CONNECTION(S) WILL BE MADE. CONTRACTOR SHALL INCLUDE FIELD MEASUREMENTS ON SHOP DRAWINGS. 16. THE CONTRACTOR SHALL NOTIFY THE OWNER AND ENGINEER IN WRITING IMMEDIATELY IF CONFLICTS BETWEEN THE DRAWINGS AND ACTUAL CONDITIONS ARE DISCOVERED. THE CONTRACTOR SHALL ACCURATELY RECORD ANY SUCH CONFLICTS ON THE RECORD DRAWINGS. 17. ANY PROPERTY CORNERS, MONUMENTS, OR BENCH MARKS WITHIN THE PROJECT AREA SHALL BE PROTECTED UNLESS OTHERWISE INDICATED FOR DEMOLITION. IF ANY SUCH ITEMS ARE IN DANGER OF DAMAGE OR HAVE BEEN DAMAGED, THE CONTRACTOR SHALL NOTIFY THE OWNER AND THE ENGINEER IMMEDIATELY AND REPLACE/RESTORE THESE ITEMS AT NO ADDITIONAL COST TO THE OWNER. IF OWNER CHOOSES TO SELF PERFORM THE WORK OR INCURS RELATED EXPENSES, THE CONTRACTOR SHALL REIMBURSE THE OWNER FOR ALL COSTS ASSOCIATED WITH THE EFFORT. 18. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE TO EXISTING FACILITIES, ABOVE OR BELOW GROUND THAT MAY OCCUR AS A RESULT OF THE WORK PERFORMED BY THE CONTRACTOR CALLED FOR IN THIS CONTRACT. UTILITY COORDINATION 19, THE CONTRACTOR SHALL NOTIFY ALL UTILITIES NEAR THE PROJECT AREA AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE NOTIFYING "SUNSHINE STATE ONE CALL OF FLORIDA" AT LEAST 48 HOURS PRIOR TO ANY EXCAVATION WORK TO HAVE ALL EXISTING UTILITIES LOCATED. THE PHONE NUMBER IS 1-800-432-4770 AND THE WEB SITE IS WWW.CALLSUNSHINE.COM. IN INSTANCES WHERE DIGGING OCCURS IN WETLANDS, THE NOTIFICATION PERIOD SHALL BE INCREASED FROM AT LEAST 48 HOURS TO AT LEAST 10 DAYS. 20. FLORIDA LAW (FS 553.851) REQUIRES THAT PERSONS MAKING EXCAVATIONS IN PUBLIC STREETS, ALLEYS, RIGHT-OF-WAYS OR UTILITY EASEMENTS MUST FIRST OBTAIN INFORMATION ON LOCATIONS OF UNDERGROUND GAS PIPELINES. 21. THE CONTRACTOR IS RESPONSIBLE FOR BRACING, SHORING, OR PROVIDING OTHER MEANS NECESSARY TO PROTECT AND SUPPORT EXISTING UTILITIES, STRUCTURES, AND OTHER FEATURES (EXPOSED OR UNEXPOSED) THAT MAY BE IMPACTED BY HIS WORK. 22. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING POWER/TELEPHONE COMPANIES AND ARRANGING TO HAVE UTILITIES POLES HELD AND/OR GUY WIRES REMOVED AND REPLACED, IF NECESSARY FOR CONSTRUCTION, AT NO ADDITIONAL COST TO THE OWNER. 23. THE CONTRACTOR SHALL NOTIFY THE APPROPRIATE PUBLIC AGENCY(IES) PRIOR TO COMMENCING WORK WITHIN THEIR JURISDICTION. 24, IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO BE FAMILIAR WITH THE OSHA EXCAVATION SAFETY STANDARDS AND TO ABIDE BY THEM AS COVERED UNDER THE FLORIDA TRENCH SAFETY ACT. 25. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION SAFETY. RESTORATION 26. ALL PAVING, STABILIZED EARTH, DRIVEWAYS, CURBS, SIDEWALKS, FENCES, SOD, LANDSCAPING, CULVERTS, ETC. DISTURBED BY CONSTRUCTION ACTIVITIES SHALL BE RESTORED BY AND AT THE EXPENSE OF THE CONTRACTOR TO THE SATISFACTION OF THE OWNER. 27. ALL EXISTING SIGNS AND MAILBOXES LOCATED WITHIN THE PROJECT SHALL BE REMOVED AND REINSTALLED OR REPLACED AS REQUIRED DURING CONSTRUCTION AND SHALL BE RESTORED BY AND AT THE EXPENSE OF THE CONTRACTOR TO THE SATISFACTION OF THE OWNER. 28. ALL SIDEWALKS DAMAGED DURING CONSTRUCTION ARE TO BE A MINIMUM WIDTH OF 6, A MINIMUM OF 4" THICK, 3,000 PSI CONCRETE, AND SHALL BE REINFORCED WITH 1 AX1.4 W.W.M. ACCESS/MAINTENANCE OF FACILITIES 29. THE CONTRACTOR SHALL PROVIDE ACCESS TO ALL EXISTING UTILITIES/FACILITIES AND MAINTAIN UNINTERRUPTED SERVICES THROUGHOUT THE CONTRACT PERIOD. PIPING NOTES 30. LAY PIPE TO UNIFORM GRADE BETWEEN INDICATED ELEVATION POINTS. CONTRACTOR SHALL TAKE CARE TO PROVIDE PROPER GRADE ELEVATIONS AND ALIGNMENTS. 31. SIZE OF FITTINGS SHOWN ON PLANS SHALL CORRESPOND TO THE ADJACENT STRAIGHT RUN OF PIPE UNLESS NOTED OTHERWISE. TYPE OF JOINT AND FITTING MATERIAL SHALL BE AS SPECIFIED FOR THE ADJACENT STRAIGHT RUN OF PIPE UNLESS NOTED OTHERWISE. 32. ALL PIPE LENGTHS ARE APPROXIMATE, PIPE MEASUREMENTS FOR STRAIGHT ENDWALL END SECTIONS ARE TO END OF PIPE. 33. PIPE HANGERS AND SUPPORTS ARE NOT SHOWN UNLESS A SPECIAL TYPE OR CONFIGURATION IS REQUIRED. FINAL SUPPORTS, LOCATIONS, AND TYPES SHALL BE DETERMINED BY THE CONTRACTOR AND INCLUDED IN THE PIPELINE DRAWING SUBMITTALS FOR REVIEW AND APPROVAL BY THE ENGINEER PRIOR TO INSTALLATION. MAXIMUM SPACING SHALL BE AS SPECIFIED. SEWER 34. ALL WASTEWATER FORCE MAINS ARE TO BE CONSTRUCTED WITH 48" MINIMUM COVER UNLESS OTHERWISE NOTED ON THE PLANS. 35. LOW PRESSURE AIR TEST AND VIDEO INSPECTION ARE REQUIRED FOR THE GRAVITY COLLECTION SYSTEM. ALTERNATIVE TESTING METHODS PROPOSED BY THE CONTRACTOR MUST BE PRE -APPROVED BY CITY OF ZEPHYRHILLS. 36. MANHOLE FRAMES AND COVERS, AND CO CAPS ARE TO BE WATER TIGHT. IF NEEDED, EXISTING MANHOLE TOPS ARE TO BE ADJUSTED TO PROPOSED GRADE. 37. INFLOW PROTECTION DISHES ARE REQUIRED FOR ALL MANHOLES: STAINLESS STEEL IN PAVED AREAS, ABS IN UNPAVED AREAS. 38. ALL SEWER FORCE MAIN LINES AND GRAVITY SERVICE LINES ACCEPTED BY THE CITY OF ZEPHYRHILLS MUST BE AT LEAST FOUR INCHES (4") AND EIGHT INCHES (8") IN DIAMETER, RESPECTIVELY, EXCEPT LATERAL SEWER LINES WHICH SHALL BE NO LESS THAN SIX INCHES (6") IN DIAMETER AND ACCEPTED BY THE CITY OF ZEPHYRHILLS TO A SANITARY CLEANOUT POINT OF DEMARCATION (POD). A SANITARY CLEANOUT SHALL BE PROVIDED WITHIN 1Y OF EXTERIOR BUILDING WALL FOR ALL WASTEWATER SERVICE CONNECTIONS. ALL SERVICE LINES SHALL ENTER A MANHOLE. 39. A BALL CHECK VALVE FOLLOWED BY A PLUG VALVE SHALL BE INSTALLED AT THE CITY OF ZEPHYRHILLS POD ON GOVERNMENT OR PRIVATELY OWNED FORCE MAINS DISCHARGING FROM PRIVATELY OWNED LIFT STATIONS CONNECTING INTO THE CITY OF ZEPHYRHILLS'S UTILITY MAINS. 40. CONNECTION TO EXISTING MANHOLES AND/OR LIFT STATIONS SHALL BE BY CORE BORE WITH KOR-N-SEAL CONNECTORS. 41. ALL ELECTRICAL AND CONTROL BOXES AT LIFT STATIONS SHALL BE PAINTED MANOR HOUSE BROWN (SHERWIN WILLIAMS). 42. CONTRACTOR SHALL COORDINATE WITH CITY OF ZEPHYRHILLS ON THE LOCATION OF THE LS DRIVEWAY BEFORE INSTALLING. UTILITY SEPARATION 43. EACH PROPOSED UTILITY SHALL BE LAID TO ACHIEVE THE MINIMUM HORIZONTAL SEPARATION BETWEEN IT AND OTHER UTILITIES IN ACCORDANCE WITH THE TYPICAL UTILITY HORIZONTAL SEPARATION DETAIL AND FDEP REQUIREMENTS. 44, AT LOCATIONS WHERE A PROPOSED UTILITY CROSSES ANOTHER UTILITY, THE PROPOSED UTILITY SHALL BE INSTALLED IN ACCORDANCE WITH THE TYPICAL UTILITY CONFLICT DETAIL AND FDEP REQUIREMENTS. 45. IN THE EVENT THAT A UTILITY CONFLICT CAN NOT BE RESOLVED BY MAKING A MINOR ROUTE ADJUSTMENT OR BY UTILIZING THE TYPICAL CONFLICT DETAIL, THE CONTRACTOR SHALL SUBMIT A RELOCATION PLAN TO THE ENGINEER FOR APPROVAL PRIOR TO COMMENCING WORK. ALL RELOCATION EFFORTS SHALL BE SUBJECT TO THE APPROVAL OF THE ENGINEER AND ANY AFFECTED UTILITY COMPANIES. 2 ISSUED FOR CONSTRUCTION 07/15/22 TJS ACS GEL JPRH AJD 1 ISSUED FOR PERMIT 06/24/22 TJS ACS GEL JRPH AJD 0 ISSUED FOR PERMIT 05/26/22 TJS ACS GEL JPRH AJD REV REVISION DESCRIPTION DATE DRWN DSGN CHKD QC APPD REF. DWG. NO 46. THE CONTRACTOR SHALL REFER TO THE "2014 FLORIDA DEPARTMENT OF TRANSPORTATION ROADWAY AND TRAFFIC DESIGN STANDARDS" FOR FDOT DESIGN INDEXES AND 2014 "FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION" AS SUPPLEMENTS TO THE INFORMATION AND DETAILS PROVIDED IN THESE CONSTRUCTION DRAWINGS. 47. ALL REFERENCED FDOT STANDARD INDEX DRAWINGS CAN BE FOUND AT WWW.DOT.STATE.FL.US/RDDESIGN/DS/14/STDS.SHTM. 48. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SAFE MAINTENANCE OF PEDESTRIAN AND VEHICULAR TRAFFIC AT ALL TIMES DURING THE DURATION OF THE PROJECT. 49. THE CONTRACTOR SHALL MAINTAIN TRAFFIC IN ACCORDANCE WITH FDOT STANDARD INDEX 600 SERIES AND THE TECHNICAL SPECIFICATIONS. THE CONTRACTOR SHALL FURNISH, ERECT, AND MAINTAIN ALL NECESSARY TRAFFIC CONTROL AND SAFETY DEVICES THROUGHOUT THE PROJECT. ONE TRAFFIC LANE MUST BE MAINTAINED AT ALL TIMES WITH USE OF FLAGGER. ALL TRAFFIC LANES MUST BE WIDE OPEN FOR TRAFFIC AT THE CLOSE OF WORKDAYS. ALL SIGNING, BARRICADES, LIGHTING, AND FLAGGERS SHALL BE INCLUDED IN THE LUMP SUM COST. 50. ALL PAVEMENT MARKINGS SHALL MEET CURRENT MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES, STANDARDS, AND SHALL BE PAINTED IN ACCORDANCE WITH FDOT STANDARD SPECIFICATION SECTION 710. 51. SIGNS AND BARRICADES TO BE ACCORDING TO FDOT MANUAL OF SAFE PRACTICES; REFERENCE FDOT INDEXES 600 THROUGH 650 AND 17349 PER ROADWAY AND TRAFFIC DESIGN STANDARDS LATEST EDITION. PROJECT SPECIFIC 52. REFER TO PROJECT SPECIFICATIONS. REFERENCE DRAWING TITLE ,`��ieeitt1111��j�i 1'0 . Q��Cq,����i O o 67114 P '. STATE OF gip, ,4 NAL 11fIlllllllll` VVT❑00 ❑g❑ MERRIC-K' 000 - WHITINGANURNER MERRICK PROJECT NO.: 3021600491 CLIENT PROJECT NO.: SCALE: N/A TITLE: BLUE TRITON ZEPHYRHILLS CIVIL CIVIL GENERAL NOTES REVISION: DRAWING NO.: SHEET NO.: 2 6004-CN-00-001 1 OF 1 I QI I a A I B C I D I E I F I G H I I J A LEGENDS LJ I � I v u 1 1 ABBREVIATIONS i I Z 0Z of o w w� 0 Q rya a= LLJ U) Xw m o w mUJ Z o� �a Za o W �7<w wZ 0= 0 ¢� ZZ _zQ 0 Cl O w W 0 J 00 z �W Z a- ww U) co UJ 0 Z LL OLLJ wZ -' o 0o U t¢- w Un O w Un m Y o0 w� �w LUo LLJ LLJ n. J WM of o~ w= 0 O ZLU=_ H Z� _o 0a Z Y U -w � J 60 wm 0 k �w 0 Z Z O Mw w= o� ¢Q Zm J Y J U ¢ �U5 �w w 2_ m= 0 � m ¢Z CLZ w¢ aw ui N 0 >o w r mD �, ¢ 00 ~Z w cn � Y ar � Z Zw U) 0 0 �EZ �¢o �0 LLI ~ Z , J 0 H U 00 0 w� J V W WLL- o y. W Z U) ¢_ 0 W ¢ U Z w-i o d I 0 LU U)W _ 2 F- O IMI 10 1 SURVEYOR LEGENDS Legend of Symbols & Abbreviations Drainage Structure Information RCP Reinforced Concrete Pipe 10 Electrical Pull Box PVC Polyvinyl Chloride Pipe Electric Transformer HDPE High Density Polyethylene 3� Light Pole 83.80 Finished Floor Elevation Q�, Spot Light _! - Temporary Benchmark ® Camera Pole TBM Temporary Benchmark Fiber Optic Vault INVERT Invert F° Fiber Optic Cable Marker 0 Catch Basin Fil Telephone Pull Box ❑ Mitered End -Section ® Sign Storm Manhole Ao Air Conditioning Unit Fire Hydrant a Round Post Irrigation Control Valve 0 Oak Water Meter Palm Water Valve Pine C0 Cleanout a Unknown Tree © Lift Station Magnolia Back of Curb Elevation 0 Maple 38.92 Edge of Pavement Elevation j Gate Spot Elevation -x-x- Fence x++ x+ Spot Elevation on Hard Surface Benchmark Information: NAVD 1988 TBM #1 Elevation = 84.22 Set PK nail & disk labeled "SurvTech Tray. PC in concrete walk, ±17' Southeast of a traffic sign; ±24' Northeast of a 16" palm tree. TBM #2 Elevation = 82.12 Set PK nail & disk labeled "SurvTech Tray. PC in asphalt; ±120' Northeast of the Northeast building corner; ±99' Southeast of a metal bollard. TBM #3 Elevation = 79.40 Set PK nail & disk labeled "SurvTech Trav, Pt" in asphalt; ±59' North of a grate inlet; ±57' Northeast of the Northeast corner on a concrete pad with propane tanks. TBM #4 Northing: 1412709.5 Easting: 602235.82 Elevation = 79.62 Set PK nail & disk labeled "SurvTech Tray. PC in concrete border around grate inlet. TBM #5 Elevation = 80.01 Set PK nail & disk labeled "SurvTech Tray. PC in asphalt; ±98' Southeast of a light pole; ±36' of a traffic sign. TBM #6 Elevation = 78.92 Set PK nail & disk labeled "SurvTech Tray. Pt" in asphalt; ±33' Southeast of a light pole; ±5' West of the end of asphalt. Structure Top El. (ft.) Pipe Size, Material Inv. S. (ft.) Direction D-1 81.00 36" RCP 76.15 East 36" RCP 76.11 West Bottom 76A 0 D-2 82.16 24" RCP 77.46 East 24" RCP 77.46 West Bottom 76.96 D-3 82.04 24" RCP 77.89 West Bottom 77.29 DA 78.57 18" RCP 75.47 East 18" RCP 75.92 Southwest Bottom 75.17 D-5 80.97 24" RCP 75.67 Southwest 24" RCP 75.97 West Bottom 80.97 D-6 81.76 24" RCP 76.11 Southeast 24" RCP 76.16 West Bottom 76.06 D-7 78.81 24" RCP 74A1 North 24" RCP 74.31 South D-8 79.62 18" RCP 74.92 South Bottom 74.62 D-9 80.32 36" RCP 76.02 East W" RCP 76.07 West D-10 78.81 12" RCP 75.26 West D-11 79.10 24" RCP 74.35 North 12" RCP 74.95 East 12" RCP 72.80 South Bottom 72.40 D-12 78.55 24" RCP 74.55 North 18" RCP 74.60 West D-13 79.24 18" RCP 75.99 Northeast 24' HDPE 75.54 West Bottom 75.14 West D-14 80.56 24" RCP 76.11 East 8" PVC 76.16 West Surveyor's Notes 1.) Paper copies of this survey are not valid without the original signature and raised seal of a Florida Licensed Surveyor and Mapper. Digital copies are not valid without the digital signature of a Florida Licensed Surveyor and Mapper. 2.) The horizontal datum utilized for this project is NAD 1983 Florida West, 2011 Adjustment, U.S. Survey Feet. Said datum was established by utilizing the Florida Permanent Reference Network (FPRN). 3.) The vertical datum utilized for this project is NAVD 1988, U.S. Survey Feet. The benchmark utilized was National Geodetic Survey (NGS) Control Station "C-663" with an elevation of 81.57 feet. 4.) All utilities depicted hereon are from visible evidence only. Surveyor did not contact subsurface utility locator service. 5.) No underground foundations or footers were excavated or located for this survey. 6.) Surveyor makes no guarantees as to the species of trees or to the health of each tree depicted hereon, if this information is necessary a certified arborist should be contacted. 7.) The trees shown hereon were located utilizing methods adequate for their accurate location and identification. However, this company and the signing surveyor reserves the right to verify the location of all trees critical to the design of buildings, parking and other permanent features. It is the responsibility of the design professional to inform this company and/or the signing surveyor of any trees critical to their design so that those trees can be verified prior to the completion of the design. 8.) This Survey has been performed without benefit of title policy or abstract. Therefore surveyor can make no guarantees to ownership or encumbrances. There may be additional easements and restrictions that can be found within the Public Records of Pasco County. 2 ISSUED FOR CONSTRUCTION 07/15/22 TJS ACS GEL JPRH AJD 1 ISSUED FOR PERMIT 06/24/22 TJS ACS GEL JPRH AJD 0 ISSUED FOR PERMIT 05/26/22 TJS ACS JPRH MTM AJD REV REVISION DESCRIPTION DATE DRWN DSGN CHKD QC APPD EXISTING LEGEND CURB AND GUTTER CHAIN LINK FENCE - - PROPERTY LINE a a STORM DRAIN PIPE - - - - - - FLOW LINE - TOP OF BANK - TOE OF SLOPE -6300- 5 FT CONTOUR 6301 - 1 FT CONTOUR ® BUILDING 6 BORE HOLE LOCATION CD FLARED END SECTION El GRATE INLET (ONSITE) M GRATE INLET (OFFSITE) SURVEY MONUMENT T STRIPED PEDESTRIAN PATH CONCRETE ASPHALT DEMOLITION LEGEND PROPOSEDLEGEND - CURB AND GUTTER -6300 5 FT CONTOUR 6301 1 FT CONTOUR CP CP STORM CULVERT - - GRADING LIMIT LINE 2 Q jf::1NLTET'PROTECTI0)DN ENCE CONCRETE REMOVE PAVEMENT STRIPING / MARKINGS DEMOLISH AND REMOVE RCP LINE DEMOLISH AND REMOVE CURB AND GUTTER DEMOLISH AND REMOVE PEDESTRIAN STRIPING MEOVERALL DEMOLITION AREA DEMOLISH AND REMOVE ASPHALT PAVEMENT DEMOLISH AND REMOVE CONCRETE PAVEMENT DEMOLISH AND REMOVE GRASS ISLAND REF. DWG. NO I REFERENCE DRAWING TITLE ' 7/� o 67114 STATE OF << Off•r t 1 1tllllill� ASPHALT ABC = AGGREGATE BASE COURSE ACP = ASPHALTIC CONCRETE PAVEMENT AD = ALGEBRAIC DIFFERENCE & = AND APPROX = APPROXIMATE ARV = AIR RELIEF VALVE @ = AT ASCE = AMERICAN SOCIETY OF CIVIL ENGINEERS AVB = ACTIVE VEHICLE BARRIER BVCE = BEGIN VERTICAL CURVE ELEVATION BVCS = BEGIN VERTICAL CURVE STATION CC = CENTER OF CURVATURE CL = CENTERLINE CMP = CORRUGATED METAL PIPE COMM - COMMUNICATIONS CONC = CONCRETE CID = CONTROL POINT CONT = CONTINUED/CONTINUOUS ° = DEGREES DESC = DESCRIPTION O/DIA = DIAMETER DWG = DRAWING DCM = DRAINAGE CRITERIA MANUAL EA = EACH E = EAST E: = EASTING ELEC = ELECTRIC EUELEV = ELEVATION EOC = EDGE OF CONCRETE EOP = EDGE OF PAVEMENT EQ = EQUAL EVCE = END VERTICAL CURVE ELEVATION EVCS = END VERTICAL CURVE STATION EX/EXIST = EXISTING FES = FLARED END SECTION FO = FIBER OPTIC FL = FLOWLINE FDN = FOUNDATION FT = FEET GA = GAUGE G.B. = GRADE BREAK GI = GRATE INLET GPP = GREEN PROCUREMENT PROGRAM GRND = GROUND H = HAND HOLE HCL = HORIZONTAL CONTROL LINE HORIZ = HORIZONTAL H.P. = HIGH POINT IBC = INTERNATIONAL BUILDING CODE INV = INVERT LF = LINEAR FEET LP = LIGHT POLE/LOW POINT M.E. = MATCH EXISTING MH = MANHOLE MAX = MAXIMUM M.P.H. = MILES PER HOUR MIN = MINIMUM NEPA = NATIONAL ENVIRONMENTAL POLICY ACT NPDES = NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM N = NORTH NE = NORTHEAST N.I.C. = NOT IN CONTRACT N: = NORTHING NW = NORTHWEST NO = NUMBER OC = ON CENTER OZ = OUNCE OHE = OVERHEAD ELECTRIC LINE PERF = PERFORATED PC = POINT OF CURVE PT = POINT OF TANGENCY PSI = POUNDS PER SQUARE INCH POT = POTABLE PVB = PASSIVE VEHICLE BARRIER PVI = POINT OF VERTICAL INTERSECTION PRC = POINT OF REVERSE CURVATURE RCP = REINFORCED CONCRETE PIPE RPR = REPAIR SAN = SANITARY SS = SANITARY SEWER LINE SHT = SHEET SIM = SIMILAR SF = SQUARE FEET S = SOUTH SE = SOUTHEAST SW = SOUTHWEST STD = STANDARD STL = STEEL SD = STORM DRAIN LINE SUST = SUSTAIN TEL = TELEPHONE LINE TRANS = TRANSFORMER T.O.C. = TOP OF PIPE TYP = TYPICAL UGE = UNDERGROUND ELECTRIC LINE VERT = VERTICAL VCP = VITRIFIED CLAY PIPE W = WEST XS = EXTRA STRENGTH `THE LIST OF ABBREVIATIONS AND THE LEGENDS MAY CONTAIN ITEMS THAT ARE NOT SHOWN WITHIN THE DRAWINGS AND DO NOT OCCUR IN THE PROJECT. VVr ❑❑❑ rMERRICK' ❑ ❑ 000 WHMNG-TuRNER MERRICK PROJECT NO.: 3021600491 CLIENT PROJECT NO.: SCALE: N/A TITLE: BLUE TRITON ZEPHYRHILLS CIVIL CIVIL LEGENDS AND ABBREVIATIONS REVISION: DRAWING NO.: SHEET NO.: 2 6004-CN-00-002 1 OF 1 41 A Q n r H B C A D E F G H I � J E %i z a z0 w - 0 2 O w U w W 0 50 O ¢ a= _W ~Lu m 3 oW U� z 0 za W ry X w w 0 Z Z O = m - aZD Z 0 —z cr¢ 00 W W J U O = O za 4 w w of Wz Ow U-UJ wz J O CO U W _ 0 :2cn O w U) m Y 00 W w H :E Z w O U) H w aw 5 w J W — Q O J 0 H w::) O Z = Lu Z ?' — 0 i— z O ¢ - ZY coLn �ry —w � J 00 W 0� W' 0 W Z zo 6 F-, w w= 0� ¢Q O m J Y J U ¢ w w Cn - m _ � U 0 D W Cn � 0 d Z W ¢ Ir p CL W W N U� 7 O r _ w r U) Qw O0 Z z cn Z Y O C - Z Z w cn 0 O �z ¢ O a. z w O w z 8 J 0 U � z O O Z F-O � V � J W — w w w 0 S O - O - >_w zU) ¢ 0 w 0w ¢ U CD w Z_ ­ < w cta. 9 ore Lw 0 10 EDGE OF PAVEMENT .'PF TA :.1: - PROPERTY R4ER BOUNDARY G 1 Fo Illli � F — S I TT— 6' CHAIN LINK FENCE W/ BARB WIRE 2 ISSUED FOR CONSTRUCTION 07/15/22 TJS ACS GEL JPRH AJD 1 ISSUED FOR PERMIT 06/24/22 TJS ACS GEL JPRH AJD 0 ISSUED FOR PERMIT 05/26/22 TJS ACS GEL JPRH AJD REV REVISION DESCRIPTION DATE DRWN DSGN CHKD QC APPD ALSTON AVE r MA6 DEMOLITION PLAN - WAREHOUSE EXPANSION SCALE: 1" = 20' REF. DWG. NO REFERENCE DRAWING TITLE `t`sttt r 4 r �i1e��_ r QR V+o't=�4 0 o 67114 -� STATE OF i' , GRASS T- 6' CHAIN LINK FENCE W/ BARB WIRE aBM1 da a d GENERAL NOTES: 1. REFER TO SHEET 6004-CN-00-001 & 6004-CN-00-002 FOR GENERAL NOTES, LEGENDS AND ABBREVIATIONS. 2. CONTRACTOR TO COORDINATE WITH OWNER ON ANY REQUIRED UTILITY OUTAGES AND ACCEPTABLE OUTAGE DURATION. CONTRACTOR MAY NEED TO CONSTRUCT NEW UTILITY RUNS PRIOR TO DEMOLITION ACTIVITIES TO KEEP PLANT OPERATIONAL WITH MINIMAL DOWN TIME. KEYNOTES 0 1. DEMOLISH AND REMOVE EVERYTHING WITHIN THE AREA OF THE NEW BUILDING EXPANSION -IMPACTED AREA TO INCLUDE ALL CONCRETE, ASPHALT AND BASE MATERIAL, SUB -SURFACE UTILITIES, ABOVE GROUND UTILITY APPURTENANCES, SEWER CLEANOUTS, LIGHTING STRUCTURES, CONCRETE STAIRS, CURBS AND GUTTERS, AND GRASS ISLANDS 2. LIGHT STRUCTURE TO BE DEMOLISHED AND REMOVED, REFER TO ELECTRICAL DEMOLITIONS PLANS 3. GRASS ISLAND TO BE DEMOLISHED 4. BOLLARDS TO BE DEMOLISHED AND REMOVED 5. SIGN TO BE REMOVED 6. HYDRANT TO BE DEMOLISHED AND REMOVED 7. STORM STRUCTURE AND RCP PIPE TO BE DEMOLISHED AND REMOVED 8. WATER MAIN TO BE DEMOLISHED AND REMOVED, REFER TO GENERAL NOTE 2 9. SANITARY SEWER FORCE MAIN TO BE DEMOLISHED AND REMOVED, REFER TO GENERAL NOTE 2 10. ROOF DRAIN DOWNSPOUTS, LATERAL TIE-INS, MAIN DRAINAGE PIPE AND ASSOCIATED CLEANOUTS TO BE DEMOLISHED AND REMOVED SCALE: NTS m N 0 20' 40' SCALE: 1" = 20' m TITLE: BLUE TRITON ZEPHYRHILLS CIVIL DEMOLITION PLAN - WAREHOUSE EXPANSION REVISION: DRAWING NO.: SHEET NO.: 2 6004-CC-00-001 1 OF 1 A 1 6 1 C I D I E I F I G I H I I I J 4 i C I D E I F ® 4a 4� . ¢ a, a a A. . 4 a da a 4 q a GENERAL NOTES: 1 4 O z ww 02 w w� C5a ~m 3 o;� mw z� 09) z a W p. X W W z Z Z O a j zz z wQ Oo wW J U O = 0 it z °- 4 wW m 0z Oit W wz —0 my �w _ m0 W cn mY OUP O � w W H2 z o w a 5 O m O J W w0 ZS Z Z' O¢ - Z Y cn U) of w F; J 00 Wm w �w Z Zo 6 LL W W = of �Q Om 11 �U) W w m= 0� W fn W 0 a Z wQ a-w vaf 7 �0 �z U� U-a 0 Zz Z w co = Y O z — af Z W Q = 0 Z 0 Iwo tW- ~ z 8 J 0 H 0 Z O OZ W ~ J W 0— L- S O — 0 W cn Z z =� C7 U Z 0 oOf 9 � W -_ �0 U 10 1 IMM91 w. 'e •INNER m- wo ME 11 Em : x <, • .; :; WWI •, •fit . e MINI WN �\ WN 4 • bW ONE 10141 WIN S0 WINN Im .'li►WX . om \. . • gn r WAIFAMAMAN 2 ISSUED FOR CONSTRUCTION 07/15/22 TJS ACS GEL JPRH AJD 1 ISSUED FOR PERMIT 06/24/22 TJS ACS GEL JPRH AJD 0 ISSUED FOR PERMIT 05/26/22 TJS ACS GEL JPRH AJD REV REVISION DESCRIPTION DATE DRWN DSGN CHKD QC �APPD DEMOLITION PLAN - LINE 13 EXPANSION SCALE: 1" = 20' REF. DWG. NO REFERENCE DRAWING TITLE Q •o !. 67114 STATE OF , NZ 7NAIL IIIIIIE 1. REFER TO SHEET 6004-CN-00-001 & 6004-CN-00-002 FOR GENERAL NOTES, LEGENDS AND ABBREVIATIONS. 2. CONTRACTOR TO COORDINATE WITH OWNER ON ANY REQUIRED UTILITY OUTAGES AND ACCEPTABLE OUTAGE DURATION. CONTRACTOR MAY NEED TO CONSTRUCT NEW UTILITY RUNS PRIOR TO DEMOLITION ACTIVITIES TO KEEP PLANT OPERATIONAL WITH MINIMAL DOWN TIME. KEYNOTES 0 1. DEMOLISH AND REMOVE EVERYTHING WITHIN THE AREA OF THE NEW BUILDING EXPANSION FOOTPRINT TO INCLUDE ALL CONCRETE, ASPHALT AND BASE MATERIAL, SUB -SURFACE UTILITIES, ABOVE GROUND UTILITY APPURTENANCES, SEWER CLEANOUTS, LIGHTING STRUCTURES, CONCRETE STAIRS, AND CURBS AND GUTTERS. NOTE. STORM SEWER PIPING AND STRUCTURES TO REMAIN IN PLACE AND UNDISTURBED. 2. PROPANE TANKS AND APPURTENANCES TO BE REMOVED AND RELOCATED TO NEW LOCATION. CONCRETE PAD AND BOLLARDS TO BE DEMOLISHED AND REMOVED 3. LIGHTING STRUCTURE TO BE DEMOLISHED AND REMOVED, REFER TO ELECTRICAL DEMOLITION PLANS 4. BOLLARDS TO BE DEMOLISHED AND REMOVED 5. WATER MAIN TO BE DEMOLISHED AND REMOVED, REFER TO GENERAL NOTE 2 6. PROTECT EXISTING CHILLER IN PLACE i KEY MAP SCALE: NTS N 0 20' 40' SCALE: 1" = 20' TITLE: BLUE TRITON ZEPHYRHILLS CIVIL DEMOLITION PLAN - LINE 13 EXPANSION REVISION: DRAWING NO.: SHEET NO.: 2 1 6004-CC-00-002 1 OF 1 A I B I C I D I E I F I G I H I I I J E 2 a z � — O iz O W w CD 0 Q F— af m 3 0� W cn z� O� z a WIX X W W 0 O D 0 _ Q Z) Z 0 z 0 0 OW W U OD = O iRW z 4 W W co 0 z OW �� Wz J O m U F- W _ U O LL cl) m O U F- E 0 IX W W F- :E w O w~ 5 W W' Q O_1 0 F- W = 0 O Z = Lij Z 0 F- Z O ¢ — Z Y �U) F_W W � J U O W cl) 0" a W 0 Z Zo 6 tL W W = 0 F- ¢Q Om J Y J U ¢ RC/) OfW w — M� m= U 0 m W cn of 0 d Z W ¢ W c a- W W N UFr 7 O w F- coD w¢ O0 Z z cn �Y F—O zir Z W ¢_ O �Z ¢ O �O �~ z = J 8 0 F- U x zO O F-O W F- � U W — LL W 0 2 O — O W Z cn ¢ W 0 W ¢ U Z -Wi O F� 9 0 W C/)_ F=- O 10 A G1 Fa illll � — os i D E R SITE PLAN - WAREHOUSE EXPANSION SCALE: 1 " = 20' F GENERAL NOTES: 1. REFER TO SHEET 6004-CN-00-001 & 6004-CN-00-002 FOR GENERAL NOTES, LEGENDS AND ABBREVIATIONS. 2. CONTRACTOR TO INSTALL ASPHALT AND CONCRETE PAVEMENT SECTIONS, IN ACCORDANCE WITH THE RECOMMENDATIONS PROVIDED BY THE GEOTECHNICAL ENGINEER. SCALE: NTS N 0 20' 40' SCALE: 1" = 20' OR OR OR TITLE: +1+0t,,,f`�� mot. = °� o 67114 ,- r ILI Iwo BLUE TRITON ZEPHYRHILLS CIVIL SITE PLAN -WAREHOUSE EXPANSION CONSTRUCTION 07/15/22 TJS ACS GEL JPRH AJD PERMIT 06/24/22 TJS ACS GEL JPRH AJD STA E OF �i0�''., PERMIT 05/26/22 TJS ACS GEL JPRH AJD-.;4OR�� ,c `'���'`HMN �f/ C?iAL MERRICK PROJECT NO.: 3021600491 REVISION: DRAWING NO.: SHEET NO.: REVISION DESCRIPTION DATE DRWN DSGN CHKD QC APPD REF. DWG. NO REFERENCE DRAWING TITLE r10/dl! I! it11���`' CLIENT PROJECT NO.: SCALE: AS NOTED 2 6004-CS-00-001 1 OF 1 A B C D E F G H I I I J 2 ISSUED F 1 ISSUED F 0 ISSUED F REV 1 e' A i B i C , D , E , F G W J 1 2 z Q ZO W - Q O W Lu w� Q O � Q' a= ~m 3 O� � W Z OY) W W ww O0 W Z 0 Z Q 00 W w J U O� �O w Z0- 4 W w mec of C W Z uj W Z J O my W _ No W N m Y ® 0 0 � W W H U O W ow 5 d ui Q � J ® F- w O 0 = Z uj — 0 O Q Z Y cn cn H w — W H J UO W U aw oz Zo 6 u- W W = 4 Q Om J Y J U Q m W w m ui ry n Q Z a. Z W Q wo a. W W N 7 U ui O O ~O ~ Z z W co af F- 0cn - Z � Z W Q W O � Z Q 0 �O I— ~ =N 8 OF- U O O f- O W ~ J Q WC) W 0 = O — 02E >' W z� w 0� z Q U U Z Lu O 9 ® W �o 10 d a a o ® 144 a q G ed a m o 4 a .. 4 a a ad A sJ da ..° ' a a d a' 4. a_ a a ;a. a e.v _. � _ .o 4 4' �._. ° e--a' ° d •: A 44, :a d a d q- 4,- d as ..a .. • O d 4 A d r d. ea••. A .,A• �. -... .. ..ea. d, d.A de, _ .a • e •° .' ..d a.. e a 4 . d °. d. 4 's a d d. o d ° k �'. m d 4 q A. e ° d A P_ 3 4 m d 4cil A � "b A � ° � � d . 6 e d . o ° _ a d a am a . _ . e .e a .ev d _ d a c �'� a a4. 4 . a d" ° ® * t, 4. o 41 . A. a : a b a . . a .. A d •_-,-,•�• .. ° 4 1 3 7_�� A ° ° 4 .4 . a . 4®. a u M o i1 d IN e a G e - q e ® .. '. e. A 17 a 4e a d d .m •• ® A - a ...,m .o °,o.e d d ® 44 a a e a a ° a e d u Yz? N d a 1 3 e • :a d ae A 4. Aa a4 d. A a e d. a d v .A .4 .. a - e. a'a4. . dad tis . e_ ° d a 4 o - a. 4 d 4 4 4.4 v duo d - - m d.°• :a :. ° a 4 °'- A - 'd' p ° a — ad . A . a e d ® ao ° v d 'e a rm BLUETRITON BRANDS ° A a o' a° d . ° a z BOTTLING FACILITY uNESTORY °A. a ffi 4 a 4 a m 4 a e' d a .. MASONRY BUILDING LINE 13 EXPANSION a e Q. d ' e d° 4 4 , ° . e 4 .o e. e. . d a a d .3 ., x��°�T 44-' o e 2 4 A a s a. a ' d Q d' 4. d G. �f� B•�� - -a o a. C 4 qe m' e �: -o - d' d. d . a- / d a a ° A d . A .o a.. .a A.. 'a . s _. r�ei a 4 e A ° 4 • G a A G 3 4: aA d ` a ° A °.d 14 °. . m A AA d•' - ` q ° 'd A 0 a ®. Ya A a e ° 4 ° • • a a A d . d ® .a �.''". ,. ...»u• d 4 m° ,.a a a ° ° m' d . ®. 4 .. a d ® ® .p. a 'CY ry e e aa. - - do .I.4 a _ a d. A .4 Ar G� 4 A ® 'fl d ° A # ed A. a 4 q G - ° .e .4 A®. 'o 4 ° A .d 4 O d d q :.} ° G a 4:.a d' : e .. ea .. A A. a m ® ° a. - A a 4 a 4° d A a 4 -,3 a - ®. d .� a ? .. @ d 4 4° d a. d- . d a A ... a 4 .a d. e .d1 A A. .. 8 - a 3 1 °. r ° °Q ° 4a .. m a. ° a' c:.e. a:. - a po - a °. a a Q a a d a _ a d _ d eo _ 4° _ 4 .A a -` ® o 4 a "C.' 4 :a. .' c - O A m a A 4 e .., 4 m. 4 e. a 4: .44 v. - 4. d a -4' ° d ° A a _ e A AA _ C 4 O :A °. A A.. d 4 A -A. 'e ° A 4 .c: . .. 4 °. b .. v .° a' -0 .. .o. .. .' d. .4 v. a .d . A .e d e e ..aq m d. 4 Ad - a a 4. _ d _ a .p A dq d. _. .Q. .e a d 'd d e d ® 4 ° a- d. : d p 6- d a 4 4, 4 ® 4e e d ° ., e : do ° .a .0 d < A G .. 4 a. x ® . a .- A e.. a .a ® 4 .. A' d ° ° :a 'a .e d' � .: 4 m A a d 'd - e - e .,d ... a .® ..A A a d. a A- '. Q d - C .. ® a a m 4 4 _ d. d a b 4 lida, a: .. a a A: d Q 44 - Q a j .. d h d. - 'Ad. a. d. a4 a, a - Ge d ° ed a m _ _ p. �... - a d d- a a - d'o 4 Aa d. . - a A, ° :,dLo41 n 4 .' a e A ° s 4 - .d .4 4m e.- .y, o. d-°' - ° a '. aQ a .q d. a p v ° e d ° .' .. a '��- a - 4 A. 2 e d a.. " ..e a e .. A .4 d ° n. m -. .- - e e .n ° 4 4, .. .' _ e:a -. fl14 •s ,a 1A a. 2 ISSUED FOR CONSTRUCTION 07/15/22 TJS ACS GEL JPRH AJD 1 ISSUED FOR PERMIT 06/24/22 TJS ACS GEL JPRH AJD 0 ISSUED FOR PERMIT 05/26/22 TJS ACS GEL JPRH AJD REV REVISION DESCRIPTION DATE DRWN DSGN CHKD QC APPD SITE PLAN — LINE 13 EXPANSION SCALE: 1" = 20' REF. DWG. NO REFERENCE DRAWING TITLE `0111 l 1111 I QR'+og4 Z//i ,.. {3 0 67114 '. STATE OF o + kr �4 0 R1O,P--'���` CLIENT PROJECT NO.: d ❑❑❑ ❑ o MERRICK' 000 MERRICK PROJECT NO.: 3021600491 SCALE: AS NOTED GENERAL NOTES: 1. REFER TO SHEET 6004-CN-00-001 & 6004-CN-00-002 FOR GENERAL NOTES, LEGENDS AND ABBREVIATIONS. 2. CONTRACTOR TO INSTALL ASPHALT AND CONCRETE PAVEMENT SECTIONS IN ACCORDANCE WITH THE RECOMMENDATIONS PROVIDED BY THE GEOTECHNICAL ENGINEER. KEYNOTES 0 1. LIMITS OF NEW PAVEMENT, TIE TO EXISTING 2. CONCRETE PAVEMENT - SEE SHEET 6004-CD-00-001, DETAIL H4 3. DOWELED JOINT AT JUNCTURE OF NEW AND EXISTING CONCRETE - SEE SHEET 6004-CD-00-001, DETAILS A9 AND F9 4. RAISED CONCRETE PAD FOR RELOCATED PROPANE EQUIPMENT - REFER TO STRUCTURAL PLANS KEY MAP SCALE: NTS 0 20' 40' SCALE: 1" = 20' TITLE: BLUE TRITON ZEPHYRHILLS CIVIL SITE PLAN — LINE 13 EXPANSION REVISION: DRAWING NO.: SHEET NO.: 2 6004—CS-00-002 1 OF 1 A I B I C I D ' E ' F I G I H I I I J I I E I F I G I H I I I J K Z Q ZO w 0 M OW W OQ wuj fn u-m 3 0 � OW m2 z 09) Fna za Wrr X W W � O = 0 UJ a — zz _z wQ 00 ww J U 0= _ 0 O ry z o- 4 w ui com O Z ww w~ J Z m o Q U �— W U) O Wcf) m Y 00 0 0 ry W W z� WO U� 0-1 w� W J 5 1' m O J 0 ~ W = O Z = H Z �-z O <C Z Y D cn W � J UO W cn 0 4 W Z w0 6 uw W= o� Q O m J Y J U Q co Wco W m= U 0 � w fn aZ az wQ �o a W W N U- 7 > 0 w = w� cn _ W Q 0 ~O Zz Z w co �ry �0 cn cn?�: zry zW Q= cn ~ 0 �z O �0 W '— z = 8 J 0 U ry z 0 F-o W< J w_ wo = O - 0 >-w zU) W oaf U Z 3 0 9 o� cw �o 10 G1 60FO T EDGE OF J PAVEMENT 2' 4" 4" iI �kj2 Z 6' CHAIN LINK7j ' FENCE W/ BARB WIRE APPROXIMATE PROPERTY BOUNDARY 1 ISSUED FOR CONSTRUCTION 07/15/22 TJS ACS GEL JPRH AJD 0 ISSUED FOR PERMIT 06/24/22 TJS ACS GEL JPRH AJD REV REVISION DESCRIPTION DATE DRWN DSGN CHKD QC APPD 24" AAI 11 Ar — 4 L } .i 2" J& GEOMETRIC CONTROL PLAN - WAREHOUSE EXPANSION SCALE: 1" = 20' REF. DWG. NO REFERENCE DRAWING TITLE oo 0i ,��►,,y�CENsF.,y4 Q �. .� ' / 0 67114 � e �. 13 % STATE OF � Al 0.�' 'cCflRtOp, �,a�i` ( 2" 4" *4"'( 4"(" 6' CHAIN LINK FENCE W/ BARB WIRE TBM 41 e ' t`61' d d QQ GRASS SS ems" r..r)iv(I €�lxitoICI 3 GENERAL NOTES: 1. REFER TO SHEET 6004-CN-00-001 & 6004-CN-00-002 FOR GENERAL NOTES, LEGENDS AND ABBREVIATIONS. 2. CONTRACTOR TO INSTALL ASPHALT AND CONCRETE PAVEMENT SECTIONS, IN ACCORDANCE WITH THE RECOMMENDATIONS PROVIDED BY THE GEOTECHNICAL ENGINEER. I KEY MAP SCALE: NTS I- a; t. N 0 20' 40' SCALE: 1" = 20' TITLE: BLUE TRITON ZEPHYRHILLS CIVIL GEOMETRIC CONTROL PLAN - WAREHOUSE EXPANSION REVISION: DRAWING NO.: SHEET NO.: 1 6004-CS-00-003 1 OF 1 A B C D F G H I I J A , B , C D , E F H 1 2 Z Q OO Z - w LU O W w� O Q r �- W m 3 oW Z O � cn 0- Z a_ W Elf X w wZ O Z) Wco - a Z Z Z w Q 00 W w � U O 2 � CL 4 Z C- uj W CO 75- Z 0 11 O uj LU Z J O < U W _ (n O W N 00 Y OOFy 0 ry w W I- 5; U O w � 5 w J oa Q J 0 ~ w Z:)LU 0 Z = H LLI -o oa Z Y U) cf) w � J 00 w U) 0 ry �w ® Z Zo 6 U_ w w= Q Q 0 m J Y J U Q U) w w _ m = Lu U OfU)Q Z 0- Z W Q [ifc wN 7 U of w O co Q O O ZZ w fn ZD ZD Y of O co Co - Z w Z w Q = U) ~ O Z O Z O I- ~ Z D 8 J O Ury O O F-O W H J Q w w r-) 2 O O mi } w Z U Q = w ® w Q V Ow z O 9 w c/)_ �0 10 • 1 • 21ml 4. q °e d pp� .4d A .d° a a a' A c d, A a' o .d A ® 4 a°. a .4 .d m^ ° .d'w. "v-° °a4 dm 53 - 4 4 a 5 4 A .d ° -d ° 4 d A ° • - • n .. CONC. p d - ° a A •p .. -4 4 . PAVEMENT ° e p a' . d . ; e . • °. 4 A d d' v e - A r.. •. 4 A .. A 4 ® 4 A a• ° 4 • d . q d 4 A 4. A 4 m d 4 55 d 4 d A. 4 4. Aa A. _ d p. .4 . A A p Q 'm 'A 'A4 .4 m 4 d ..A A d .. - 4- .•a - 'd4 A .n . p � ° ° a4 .. a a A A d 4 A p . - .. 4. ..v. A - .4 v a.. 'ad. A.A. v_ v a d CONCi. d p' .A .' .°. . v .. . a • AC ON CONC. d q a ° . p'1'� .4 a p A v e ' .. A ,.4 m 35 m Td'M-' 43 d 37 , n W Y 4 d d A 38 °. e d ® d A l y - 4' 6 .'� A - a 36 - -A° m". Q 4 .6' O -. A. 'A A - 4 ° - -d p 4 ° AC 4 d 4 4p ' '4 $ . 51 dA: ° d Q A d 5 .. p •p a .. ., p ° .: C°• d p ° ® ®A' v d44 v ° y 39 ° m ° v A A 4 a m ° _ ' .Q '4 A. 4e 'A v A d ,a° .d. a A n me m' A 4 .. p . 4' A A .. d. 4 d. d p 4 e a 4 m:e: - .� .. d° a d p A: ' m p ® p d .. .. ' . . °. '4 .A ® -A v . p 9 A 13" RCP Q <" A Ao A A4 4 A .° 4.. 13" RCP �.� D D 4 a° A . D-4 A.•a ,A .. A A °' 'A, ,4 A m ' id m .. .4 : d v 'A .., A' �_n A _ 4 a BUILDING WALL ��Q ° d e d .0. ap /N(� •a a a _. 4 44... A: - .a4. _ ° 4 '° a A. 4 m:.4' BLUETRITON BRANDS G p ®°. °4., ; BOTTLING FACILITY 4. a e e ONE STORY MASONRY BUILDING LINE 13 EXPANSION A- .4 ° a' p ° a. �.. 4 a ° `4 A 4 C4 i p _ A d d .4 d ° d °.' m .. p A A d dd p C- d 9 4. 9 .4 •m .. q. .° p 'a� as 40 -® ". A 4. 414 d® A'.. .. (�G4 d° m Qe d d d 43 m 4 4 24" HDPE D-13 p A 4 d' d . a a.: 4 ., ° 4. 9 e . 'd 4_. p .4d4 A dad " A -. c ° O'• A eA p . .4 4 A . •d A �... a A a g a'' A 4 p 4 d m A p ... ° ° p d A - 47 4 4d .d v. p A p 4 44 ° a° p 'A . ..d .dp ae.m d. ..®p °.° A• e ° e a .. '4 Q d .. 4. .p ' °' m 4 e .. A .y 4 p ° °eA..-._ _._._..�°. o ' 4 .v. 50 4 v � � A. A . 4 48 °'. 'A 46 d e, a.° d °4. .. 'a d :. 'e .y. 4' 4 q -°°° A a 4 a- 4- "° CONC. RAMP .A° ^ d- ° _ A, A ° A a .. ° ld a d 45 -. ° d A4 A'4' - d . e d m - .. d d m 4 A: CONC. A - : p 4 - 6d '4 A A . _ a _ _ Q A, A PAVEMENT, d ° 4 ° . ed a.° . v - A 4. v. A .. v.' ' ° A �� � - O � d. _4 � A 44 A' 0 `&9' 4 a .. m. d d p O° 44 .° A 4 A v.. 4 d A p .4 4.d. - d °4 °a "° .e d ° ° ° d 4 :A d p ...4.4 G 4 "� d- .A=. m. A4 Ap d d A° A A4. ._ p. a. ° .. a .d.. .4 4' A 44 ° 4 .A A ° a. p. . p d A_ d A '4' .p 4 A. A 4 v " ° - a 4 .4 A 4 ® d ., 4 4 e.. 4 ..A. d4 v o 4 q d A p A p-d -°.' �. d 44 .. 'q ° °. A ° 4Q A e ° "° d - .a._ 4O. _ ° 4.. AAp d -� '° .4 4 .c:° 4 A A° - d v 4'. 'a d a 4 04 4 4. A A .. .4. p 'd A 44 A . °.. A.. d '.�4 an d A 4 Qp p e d d d a A d e 4 A 4# A'Q $ q' '. m V 4A. ° ° .de A 4 A 4 d. .° ° d A. 4 4 �'.. . . 4_ d - 4 pe 4 a'. .. p 4 _p a - e' p - d' - .m -. d d ga . _ -. d ° A p4 4 - A d 4 ° Ad - ., m ° 4 4 4 4 - A j .. p d d' '.4 a A _ 4' p 4: A : A O A a d - m C ° Ad .4 • 4 A& -. A' p � 4. 4. 4.A - a - 4' Q... q A A. A m V _ d ". 'A °A: m - '4 q A. A p .. 4 v d mA 4 Od. G _ a. A p 4 ° .'A 'a .. .. d p A ':4 q 4 4�' d' d A' a a 'a' - 4 m 4 4 ° d. e 4 A G m 4 4. m - m A.d A: .. A 4d� , v.' - 4 - '.A ° A ,r d .. p d 4 A A 44 1 ISSUED FOR CONSTRUCTION 07/15/22 TJS ACS GEL JPRH AJD 0 ISSUED FOR PERMIT 06/24/22 TJS ACS GEL JPRH AJD REV REVISION DESCRIPTION DATE DRWN DSGN CHKD QC APPD r • rzow2rom GEOMETRIC CONTROL PLAN - LINE 13 EXPANSION SCALE: 1 " = 20' REF. DWG. NO REFERENCE DRAWING TITLE 44 m eoltt' � r rr���,,�• •, p .- >; 0 67114 6 s . STATE OF - r i � i 1,6 111 ASPHALT 4 ra A A a, p. 4 A p a v ava d. 44 da' 4 m: 4 A 44 p C d 4a a° p q ° ° a ° 4 d p pA ° e . A 4. ° a A. o ° 4 ° e . 4 vg 44 A 9 A, 4 O® 44 d P .44 A 4 4 4 A 4e . p 4 ' d• L r CONC. a 4 A ° A 4 ° d 4 4, p . A d ° d d ° , U d . ° 4 O O a ° p ® .a d ° e m 4 4 A ° 4 ° A 4 9 ° e p 4 A °A 4 c a ° d ° p A.O A ° ° A ° ° a -TURN R MERRICK PROJECT NO.: 3021600491 CLIENT PROJECT NO.: SCALE: AS NOTED TITLE: GENERAL NOTES: 1. REFER TO SHEET 6004-CN-00-001 & 6004-CN-00-002 FOR GENERAL NOTES, LEGENDS AND ABBREVIATIONS. 2. CONTRACTOR TO INSTALL ASPHALT AND CONCRETE PAVEMENT SECTIONS, IN ACCORDANCE WITH THE RECOMMENDATIONS PROVIDED BY THE GEOTECHNICAL ENGINEER. 711 _JJ i :­--- F3tr I` KEY MAP SCALE: NTS N 0 20' 40' SCALE: 1" = 20' BLUE TRITON ZEPHYRHILLS CIVIL GEOMETRIC CONTROL PLAN - LINE 13 EXPANSION REVISION: DRAWING NO.: SHEET NO.: 1 6004-CS-00-004 1 OF 1 I A I B I C D ' E ' F G ' H I I L-- -.. __—___—._. _ _ I "1 I 1 _ I _ _. _ -- If _ I 1 II I 1 A B C I D I E I F I G H I I I J GENERAL NOTES: i `\ 83 — 2 _ GIB f o F-: \� o uj f — SF SF SF — LLJ 0Q 1 a a °F T a u. co 3 — 02 \ — o � co a \ w Of \ I INV. 78.30 4 w 8 cl) l z Z\ 9 INV. 7 0 0 '\ \ J f ' N: 141 w � .� i ) ° E: 60 it 0 \ I� 113 Z 4 C \ m f ` of 11 0 uj M 0 / �. / 12 w EX. FES I� cn O INV. 77.08 > - i D ® � ulilil Ow0 O C-) I 1 INV. 77. l TOP: 8: W 1 I II INV. IN w o �, ! INV. Ol W 5 �� li »1 \ w 0 Z 0 z \ I 0 Q z A t � t4� Lu� �f =- w zo 6 w= om - — J fx co J % W w w D LL Lu U _ a Z —8%— Q a \\ - w w N _ U w- 7 ° 10 vwi� \ LL Q OF- 0 z -� a w c_n U0 Z� Z w Q= �o �z Q O z O Uzi~ z 8 o U cr ZO O wo W� J w U w t: 0 =O O� y. w Z U ¢UJ w 0 re a� Z O �Q- 9 � W 10 mil E 2 ISSUED FOR CONSTRUCTION 07/15/22 TJS ACS GEL JPRH AJD 1 ISSUED FOR PERMIT 06/24/22 TJS ACS GEL JRPH AJD 0 ISSUED FOR PERMIT 05/26/22 TJS ACS GEL JPRH AJD REV REVISION DESCRIPTION DATE DRWN DSGN CHKD QC APPD ALSTON AVE OD v- SF SF SF SF SF F S0*0 SF, GRADING, DRAINAGE AND EROSION CONTROL PLAN - WAREHOUSE EXPANSION SCALE: 1" = 20' REF. DWG. NO REFERENCE DRAWING TITLE >> ri 0, �'. STATE OF r tj/ ;z `� 1. REFER TO SHEET 6004-CN-00-001 & 6004-CN-00-002 FOR GENERAL NOTES, LEGENDS AND ABBREVIATIONS. 2. ALL DIMENSIONS AND POINTS ARE AT FACE OF CURB (GUTTER FLOW LINE) OR FACE OF WALL OR STRUCTURE UNLESS OTHERWISE NOTED. ALL ELEVATIONS PROVIDED ARE TO PROPOSED GRADE OR EARTHEN GRADE. REFER TO PLANS FOR FINISHED FLOOR OR TOP OF CONCRETE ELEVATIONS ON STRUCTURES. KEYNOTES 0 1. TYPE E STORM DRAIN DROP INLET - SEE SHEET 6004-CD-00-003, DETAIL F5 \` 2. STORM DRAIN FLARED END SECTION \ 3. 217 LF OF 18" RCP - SEE SHEET 6004-CG-00-003 FOR PLAN AND PROFILE .� .. d@ ®. a\ g 4. ROOF DRAIN DOWNSPOUT INTO 8" PVC PIPE BELOW GRADE - SEE SHEET a -CD-00-003, DETAIL A9 / °6004 \ 5. 8" PVC ROOF DRAINAGE COLLECTION PIPE @ 1 % SLOPE 6. 10" PVC ROOF DRAINAGE COLLECTION PIPE @ 1 %SLOPE \ 7. 8" CLEANOUT \ 8. 10" CLEANOUT \ 9. 450 PVC PIPE BEND \ 10. TIE NEW ROOF DRAIN SYSTEM INTO EXISTING 10" ROOF DRAIN PIPE - SEE PLUMBING \ PLANS / \ 11. EXISTING STORM OUTLET SUMP AREA ~\ 12. INLET PROTECTION - SEE SHEET 6004-CD-00-004, DETAIL A9 2 13. SILT FENCE - SEE SHEET 6004-CD-00-004, DETAIL D9 cn \ 'TI I h u- 1 � � A13 \ 1 \ LL L \ 11 � — \ S i 2 � sF EXISTING POND 14 I _ ❑00 V, VT oe Q MERRICK* WHITING-TURNER000 MERRICK PROJECT NO.: 3021600491 CLIENT PROJECT NO.: SCALE: AS NOTED KEY MAP SCALE: NTS N 0 20' 40' SCALE: 1" = 20' TITLE: BLUE TRITON ZEPHYRHILLS CIVIL GRADING, DRAINAGE AND EROSION CONTROL PLAN WAREHOUSE EXPANSION REVISION: DRAWING NO.: SHEET NO.: 2 6004-CG-00-001 1 OF 1 Ill A I B I C I D I E I F I G ' H ' I ' J A B C i D I E , F , G H I � J 1 2 Z Q O z ctw O w wuj of '3U Q �a- a= ~cn m 3 o� N W z O N 05 a z a- c W ry X w W Z Z Z O Lu Z z — Z w Q 00 ww J U O � of Z °- 4 ww (n m 0 Z �w LL � wZ J mO y i— w cn O W Un m Y O 0 W W F w O rn I— w 5 w J � Q O —' ® F- w� 00 z= w� Z O Q Z Y cn U) W � J 50 W c/) 0 Q� W z 0 zo 6 E w w= o� Q �w O op ILLJ Y J U m `i U) w W - m= U Lu U) aZ �z w¢ aUj w N Uw 7 O w I— �:3 LL Q 00 Zz Z w Cn D Y w ry F- O Cn Z ry Z W <m U)o F-z Q O �o F-< z N 8 =) J 0 0 a 0o. U o� W V w�_ 0 m O O >- W z cf) Q :D w z - U zo Q 0 9 o� � W �o ims BLUETRITON BRANDS BOTTLING FACILITY ONE STORY MASONRY BUILDING A / r- 1 ISSUED FOR PERMIT 06/24/22 TJS ACS GEL JPRH AJD 0 ISSUED FOR PERMIT 05/26/22 TJS ACS GEL JPRH AJD REV REVISION DESCRIPTION DATE DRWN DSGN CHKD QC APPD GRADING, DRAINAGE AND EROSION CONTROL PLAN - LINE 13 EXPANSION SCALE: 1" = 20' REF. DWG. NO REFERENCE DRAWING TITLE `,``,tt11 t 1 itl� j�li 0 67114 +' - STATE OF % FAN GENERAL NOTES: 1. REFER TO SHEET 6004-CN-00-001 & 6004-CN-00-002 FOR GENERAL NOTES, LEGENDS AND ABBREVIATIONS. KEYNOTES 0 1. MATCH EXISTING PAVEMENT ELEVATIONS 2. INLET PROTECTION - SEE SHEET 6004-CD-00-004, DETAIL A9 3. INLET PROTECTION WILL BE REQUIRED ON THIS INLET DURING LINE 13 CONSTRUCTION UNTIL TOP IS RAISED AND GRATE IS REPLACED WITH NEW ACCESS COVER TO INLET -SEE SHEET 60044 C[D 00-004, DETAIL A9 KLY MAC' SCALE: NTS N 0 20' 40' SCALE: 1" = 20' TITLE: BLUE TRITON ZEPHYRHILLS CIVIL GRADING, DRAINAGE AND EROSION CONTROL PLAN LINE 13 EXPANSION REVISION: DRAWING NO.: SHEET NO.: 2 6004-CG-00-002 1 OF 1 A I B I C I D I E I F I G I H I I I J A I B C , D , E F , G 1 2 z O z afw OW w� 0 Q d= w cn _W �- m 3 W ow (nM z 0Y) 65a- z a. W ce �w 0 zz O = a ? _ z0 —z �Q 00 ww J U 0D _ 0 W za 4 ww m Lu oZ LLLLJ wz J O ¢ U �— W _ 02 cn 0 W cn coY OOP 0 LUw z� w0 co w 5 W _ �Q of 0 ~ w= 00 z=_ I— z� —0 o ¢ Z Y cQ W � J 00 wU) 0 of w w a Z 0 Zo 6 LL W w� 0 QQ OUJ J Y Q U = cn W W - m= U 0 � w cn or-0 aZ wQ ix aw Lu vaf 7 j 0_ ui cn w 0 ZZ Z w cn Ix Z _ w Z W Q = SQO I z ¢ 0 CLO Z� z 8 - = :3 o F U � 0 0 O_ W~ J U w_ Wo _0 - o� W zcn ¢:3 w a Q H Z -5 �O CL 9 oIx W �o 10 Pd ° d d' O �� p d, d / / � - A d, ° ° G- d • P •O - 1 °• .. d : I 95 El :1 7r, 7C ICE r60 °.a ° sQ a d'• ..s �� e' P e ° A• ° °. 3�� 1 \/--- R� ` D SD SD SD SD — STORM DRAIN PLAN 0 20' 40' SCALE: 1" = 20' 95 •' Y .13 :1 75 0+00 0+50 1+00 1+50 2+00 2+50 1 ISSUED FOR CONSTRUCTION 07/15/22 TJS ACS GEL JPRH AJD 0 ISSUED FOR PERMIT 06/24/22 TJS ACS GEL JPRH AJD REV REVISION DESCRIPTION DATE DRWN DSGN CHKD QC APPD STORM DRAIN PROFILE SCALE: 1" = 20' REF. DWG. NO I REFERENCE DRAWING TITLE ' 4 i rol 0 20 40 HORIZONTAL (ft) E O %0 67114 STATE OF `� or�0,. ��� 1l�tliitlt V.if r❑ ❑ MERRICW 000 WHITING-TIVARNER MERRICK PROJECT NO.: 3021600491 CLIENT PROJECT NO.: SCALE: AS NOTED GENERAL NOTES: 1. REFER TO SHEET 6004-CN-00-001 & 6004-CN-00-002 FOR GENERAL NOTES, LEGENDS AND ABBREVIATIONS. 2. EXISTING UTILITY LINEWORK IS APPROXIMATE. REFER TO REFERENCED DATA NOTE 2 ON SHEET 6004-CN-00-001. CONTRACTOR TO FIELD VERIFY ALL LOCATIONS OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. 3, REFERENCES TO LEGACY INFORMATION AND ELEVATIONS HAVE BEEN CONVERTED TO NAVD88 ELEVATIONS TO ALIGN WITH THIS PROJECT'S COORDINATE SYSTEM. KEYNOTES Q 1. TYPE E STORM DRAIN DROP INLET - SEE SHEET 6004-CD-00-003, DETAIL F5 2. STORM DRAIN FLARED END SECTION 3. 217 LF -18" RCP @ 0.25% 4. EXISTING STORM OUTLET SUMP AREA TITLE: BLUE TRITON ZEPHYRHILLS CIVIL STORM DRAIN PLAN AND PROFILE REVISION: DRAWING NO.: SHEET NO.: 1 6004-CG-00-003 1 OF 1 A I B I C I D I E I F I G I H I I I J A I B I C I D I E I F I G I H I I I J 1 2 z z0 F--: - C)� O w U Lu w0 o¢ jr-a ~m 3 0 g Ow cn 2 z O N a z� w� X W u.1 r Z z ® Z) UIL - z z _ Z r,¢ 00 w w J U = o O w z °- 4 w w � m ui 0 Z ow 11 � wz J O m U ul M - cf)O W cn m Y OU O � F w z� w 0 w>- �� 5 W J � a,- Q =' ®l-- w Z) 00 z= z� zo O ¢ - Z Y co N — W � J U O W m 0 ry w z Zo 6 E: W W = o� ¢¢ ®m J � J U ¢ W W (n - m 0 U 0 =) w cn W p Z W ¢ w p a- W WN 7 U 0 � _ w i- w ¢ O 0 Zz W� DY EW 1--o U) — z� zw ¢_ cf)O �z ¢ 0 �o Lu ~ z 8 � J 0 U Z 0 0o W< J 0 W - L- W 0 = O - O >- w z N ¢ UJ W 0 � ¢ z� 0 a_ 9 � W U)_ �o 10 a ALSTON AVE FO OF <. .T " UTILITY PLAN - WAREHOUSE EXPANSION SCALE: 1" = 20' 2 ISSUED F 1 ISSUED F 0 ISSUED F REV RICIC ����� MERRICK PROJECT NO.: 3021600491 CLIENT PROJECT NO.: SCALE: AS NOTED RotCq����i 4� ooci MER OR CONSTRUCTION 07/15/22 TJS ACS GEL JPRH AJD j o 6o 7114 = , y _ . V*lr OR PERMIT 06/24/22 TJS ACS GEL JPRH AJD -p% STATE OF OR PERMIT 05/26/22 TJS ACS GEL JPRH AJD �"°...,F��RIp^P.•'��.�` REVISION DESCRIPTION DATE DRWN DSGN CHKD QC APPD REF. DWG. NO REFERENCE DRAWING TITLE ✓��i��n�i , �`�' A B C D E F G H GENERAL NOTES: 1. REFER TO SHEET 6004-CN-00-001 & 6004-CN-00-002 FOR GENERAL NOTES, LEGENDS AND ABBREVIATIONS. 2. EXISTING UTILITY LINEWORK IS APPROXIMATE, REFER TO REFERENCED DATA NOTE 2 ON SHEET 6004-CN-00-001. CONTRACTOR TO FIELD VERIFY ALL LOCATIONS OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. KEYNOTES 0 1. TIE NEW WATER MAIN INTO EXISTING WATER MAIN. NEW LINE TO BE SAME SIZE AND MATERIAL AS EXISTING. SEE GENERAL NOTE 2 2. 450 BEND FITTING WITH THRUST BLOCK, SEE DETAIL G-6A ON SHEET 6004-CD-00-005 3. PIPE TEE FITTING WITH THRUST BLOCK, SEE DETAIL G-6A ON SHEET 6004-CD-00-005 4. FIRE HYDRANT LINE AND FIRE HYDRANT ASSEMBLY, SEE DETAIL W10 ON SHEET 6004-CD-00-006 5. TIE NEW SANITARY FORCE MAIN INTO EXISTING FORCE MAIN. NEW LINE TO BE SAME SIZE AND MATERIAL AS EXISTING. SEE GENERAL NOTE 2 6. 900 BEND FITTING WITH THRUST BLOCK, SEE DETAIL G-6A ON SHEET 6004-CD-00-005 KEY MAP SCALE: NTS I- a; N 0 20' 40' SCALE: 1" = 20' TITLE: BLUE TRITON ZEPHYRHILLS CIVIL UTILITY PLAN - WAREHOUSE EXPANSION REVISION: DRAWING NO.: SHEET NO.: 2 6004-CU-00-001 1 OF 1 Z lfl C I D I E I F G 1 2 } z Q O W 0 U W W w uj U ry Q LL a a= ~m 3 0 O w z z co o0- Z CL W ry X W W zz Z 0 Z 0 Z 12� Q 0 0 W W J U ®D 2 0 0 4 W w m ry Z 11 w LU � W Z J o m U w _ cn p W cn m11; o u 0 of W W F w O W ~ i 5 C- J uj o J 0 ~ W Z:)0 O Z = h Z O Q Z Y - W F- J 00 W cl) W' w 0 Z Zo 6 u- w W = � F Q Q ®m J Y J U Q W w - m U w cn = 0 a- Z Lu Q LL aW w N 7 U � om W cn Q ® O Z Z w cn 0 Y I- 0 cn 3 - zry Z W Q = fn 0 LJ- z Q O �O W H z = 8 J 0 F- U U F- 0 W H J Q W LL w 0 _ = Ucc V G w z U) 4 = w 0 w Q U (DW U �of 9 0w Lw �o 10 BOTTLING FACILIT ONE O d a. A .d A . Q a ° o e A. 4 ° e m SAN SANK A ° SAPS `SAN d . SAPA d a A'; d'a a ..A . A a d .' d a c A ° A 'A 6 d A a a' - A' '.• A' .. a ,a 4' ° d A .e 4 4- A ° d °' '. .° .• Q...4-4 A' A Q a ® C .. a dA ®Q.da dO.-r��• 1 4. //�A Y+ 4 'd a4A a ° 4!. A 4 d' a •P A A. a a a ® A. d�•'. a.. a A a. d 4; ® A. d ° a 4 ° $4. a 4 1 4 e A a a d .. .4 ffi L Ell ' a. -a a 4 va ' :' a°, .a ® . :a A ' .° °. '. .°' a °'' QaA ." °A. md . aaa®' ga 'AA ' .'.ad®k., 6..Q 4b° •aa .A°.a, ®a ,d A 's a' • a Add da." a a •d'Q a.•e,a-' �O. A a -a a .d•a� 'a ..-'�A .ad .. ° .A ' ° ' .aa.A..4 W b Aq d° d ea dA , a v a•9 .g. a a °d•d,o :' b . _. a .4 A®aa A Aa A a4 A 4 ,d A . 4 AaA3 . ' a : daj , A.. ' d9 d a d A :1A e 43 A ° ° d A . A: .d 4 AaA 'Ad A A A d 4, 6 ° 4. ALINE 13 EXPANSION A °. 4 4 A' A .a -4 A d a 4 AQ. Ad e. ae hiA 4 4A e < 4. 4A Ad d d A .44 .°a4 A 4 A. A AA AAA e A . d4wff b ° dA4 Ad da- A'4° A. a 4a.A A d ,'a A. A A d A4. A ® d , a dd 40®®o< d A d. A e n d aa AST4 d 4 4 A °a d4 ,4 A d d' a° ad A a A A 4- 4 A4 °A.-d 4- 4 44 4 4 4e A ®, •1 4 Id a °A. 4° a A.aa d. A a46. A..a 4A. d 4 4 4.' 4A a...a 4 A A. A ° 44. ° A4. A A '4 a4 A 4 'A .4 A d !4v .q' Q.. o a•A a a. °... d °" A 'o 4 a° .a .dad. . ad. . .-A ' ' - A m :,d 9 .. A - � a • �' ..A 4® d e'.4 AA �a A , m 'm A �•E d d A 44 ° a AdA AAa 2 ISSUED FOR CONSTRUCTION 07/15/22 TJS ACS GEL JPRH ALD 1 ISSUED FOR PERMIT 06/24/22 TJS ACS GEL JPRH AJD 0 ISSUED FOR PERMIT 05/26/22 TJS ACS GEL JPRH AJD REV REVISION DESCRIPTION DATE DRWN DSGN CHKD QC APPD UTILITY PLAN - LINE 13 EXPANSION SCALE: 1" = 20' REF. DWG. NO REFERENCE DRAWING TITLE A a: LQ d � ' °A m A iY IA ffi 0 A 4., aA Y A4. a A' ' . a' '4 Q A G. m A a d aA . A Ad m dQ . a ' p z CErvs.,ry��,,�� ��I o 67114 ��► 1 STATE OF ... p OR1 p , IIII!Itt11 A ❑ 110 0 MERRICK ® ®® W M G'wT MERRICK PROJECT NO.: 3021600491 CLIENT PROJECT NO.: SCALE: AS NOTED GENERAL NOTES: 1. REFER TO SHEET 6004-CN-00-001 & 6004-CN-00-002 FOR GENERAL NOTES, LEGENDS AND ABBREVIATIONS. 2. EXISTING UTILITY LINEWORK IS APPROXIMATE, REFER TO REFERENCED DATA NOTE 2 ON SHEET 6004-CN-00-001. CONTRACTOR TO FIELD VERIFY ALL LOCATIONS OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. KEYNOTES O 1. TIE NEW WATER MAIN TO EXISTING WATER MAIN. NEW LINE TO BE SAME SIZE AND MATERIAL AS EXISTING. SEE GENERAL NOTE 2 2. 450 BEND FITTING WITH THRUST BLOCK, SEE DETAIL G-6A ON SHEET 6004-CD-00-005 3, RCP INLET, SEE SHEET 6004-SC-00-505 KEY MAP SCALE: NTS 0 20' 40' SCALE: 1" = 20' TITLE: BLUE TRITON ZEPHYRHILLS CIVIL UTILITY PLAN - LINE 13 EXPANSION REVISION: DRAWING NO.: SHEET NO.- 2 6004-CU-00-002 1 OF 1 A I B I C I D I E I F I G I H I I I J A , B , C , D , E , F , G , H 1 2 z 1- - O �z w 02 1L1 UJ W LUo OQ a= _of U_ m w 3 Ow z :Ez O P a z d w� �w wz o= 0 a j _ za. Z _z tr Q 00 ww J C) O �of zcL 4 ww n} Ix Of Z Ow w~ J Z pp O Q O F W _ Cn 0 W Cn M Y 00 WLU �w z� Wo Cn I— w re5 a— W J W CD O —i W 00 Z = I— Z Z Y Cnfn z Of W V (] W Cn 0 W o w 0 z Zo 6 LL W W = 0 ~ Q Q Of 0 ED J Y U_ Q_ Cn re W LU Cn In = CJ 0 � W Cn Q Z [i Q W � p aw W nl U 7 >o L.LCn Q OD Z z Z W Cn Z Of U) - z zw (� 0 O IX Z Q Q O O LU z 8 Z)J O F- U_ z O W ~ J wU M w0 =O — O- }w zU) ¢LU w z t- C9 U Z � O Of 9 U)w �o 10 CONCRETE DOME TO DRAIN 'ONCRETE -1LLED 6" NOM 6 STD WT SCH �0 STL PIPE ;LOPE TO DRAIN GRADE CRETE 6"SIN -1 8" MIN NOTES: 1. ACTUAL INSTALLATION LOCATION OF EACH BOLLARD SHALL BE AS SHOWN ON THE DRAWINGS OR AS DIRECTED IN THE FIELD, 2. PAINT ALL PIPING MATERIALS IN ACCORDANCE WITH SSPC STANDARDS. COLOR TO BE CHOSEN BY THE CITY. BOLLARD CONCRETE FILLED NTS CITY OF ZEPHYRHILLS STANDARD DETAILS NOVEMBER 2021 CITY OF ZEPHYRHILLS UTILITY DEPARTMENTG=1 39826 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33U2 0 PHONE (813)780-0029 FAX (813)780-0613 BOLLARD NOT TO SCALE Concrete D L L L 3/4' Preformed Joint L/2 L/2 Transverse Joint Top of L12 Filler (See Note 6) Pavement Top of Top of Approx. 3" Pavement Pavement Longitudinal Joint I ' r — Dowel Bars r' ^� ffic 'TIa of Tie Bars .011 Steel Tie Bar (See Note 3) o — 0 Plain Steel Dowel Bar (See Note 7) N o Metal or Plastic Cap ASPHALT PAVEMENT LIMEROCK .BASE COURSE (LBR 100) COMPACTED SUBGRADE (98% MODIFIED PROCTOR) SCARII I— r. UNDERLYING MATERIAL ASPHALT PAVEMENT NOTES: 1. REFER TO GEOTECH REPORT AND PAVEMENT DESIGN REPORT FOR ADDITIONAL INFORMATION. COMPLY WITH RECOMMENDATIONS PRESENTED IN THE PAVEMENT DESIGN REPORT. 2. ASPHALT PAVEMENT MATERIALS AND TESTING TO BE IN ACCORDANCE WITH FDOT STANDARD SPECIFICATIONS. 3. AGGREGATE BASE COURSE SHALL COMPLY WITH FDOT ITEM 200. ASPHALT PAVEMENT SECTION NOT TO SCALE P .1a C p Plain Steel Dowel Bar (See Note 8) teL[ i NOTES: Approved Tie Bar Support - Approved Dowel 1-O Sheet Metal Bottom Support and Spacer - Strip (See Note 8) 1. For joint seal dimensions see Sheet 2. BUTT CONSTRUCTION JOINT EXPANSION JOINT BUTT CONSTRUCTION JOINT 2. For slabs poured simultaneously, tie bars may (See Note 6) (Used At Discontinuance Of Work) be inserted in the plastic concrete by means Initial 11j' Saw Cut Or %4' Max. approved by the Engineer. Formed Groove (Depth %4 to %3 D) L L 3. For Longitudinal Joints: L L12 L/2 Plain Steel Dowel Plain Steel Dowel Bar r Top of i L12 Bar (See Note 8) (See Note 8) r A. Tie bars are deformed #4 or #5 reinforcing Pavement /8' Initial Cut steel bars meeting the requirements of Approx. 3" Top of Top of (Depth /4 to %3 D) Specification 931. Pavement Pavement - B. Provide a tied joint with #4 bars 25" in :J_ Parting Strip (1/4" Max. Thick) length at 24" spacing or #5 bars 30" in Steel Tie Bar (Depth %4 to %3 D) length at 36" spacing. (See Note 3) 1 4. Transverse joints are to be spaced at a O maximum of I5'. Dowel Bars are required at all transverse joints unless otherwise p QI Anticipated Break - Anticipated Break noted in the plans. 5. Expansion joints to be placed at street intersections and other locations as indicated in the Plans. Anticipated Break Approved Tie For bridge expansion joints, see Index 370-001. Bar Support LANE -TIE JOINT CONTRACTION JOINT CONTRACTION JOINT 5. Punch clean holes in preformed joint filler (See Note 2) (Vibro Case Method) (Sawed Method) greater than bar diameter. 7. Coat plain steel dowel bars and welded wire basket LONGITUDINAL JOINTS TRANSVERSE JOINTS assemblies in accordance with Specification 931. Lubricate dowel bars in accordance with Specification 350, M B. Sheet metal bottom strips in accordance o with Specification 931. Not required z with asphalt base. v V) 3" Min. 3" to 9" - 3" To 9" 18" Long Dowel Bars @ 12" OC Plain Steel Dowel Bar 2 Min. Metal G Typ- o (� D12 Puncture And Push Down Crimped Plain Steel Dowel Bars :F7/8" On Both Sides Bend Up Against End CoN METAL Sheet Metal Bottom Strip for of Pavement After ^ Expansion Joints Only (See Note 8) Forms are Removed c m 3" Min. 2" Min. Plain Steel Dowel Bar Plastic Bar Stop PLASTIC DOWEL BARS (LENGTH IB") Pavement Thickness Diameter 3/4" � ry Transverse Joint M Tie Bars Typ.(See Note 3) z Longitudinal Joint DOWEL BARS CAPS DOWEL BAR LAYOUT RELATION OF TIE BARS TO DOWEL BARS LAST p DESCRIPTION: REVISION �, FY 2022-23 INDEX SHEET FF RS/oS/2S W DG STANDARD PLANS CONCRETE PAVEMENT JOINTS 350-001 1 of 4 CONCRETE PAVEMENT JOINTS NOT TO SCALE 2 ISSUED FOR CONSTRUCTION 07/15/22 TJS ACS GEL JPRH AJD 1 ISSUED FOR PERMIT 06/24/22 TJS ACS GEL JPRH AJD 0 ISSUED FOR PERMIT 05/26/22 TJS 11 ACS GEL JPRH AJD REV REVISION DESCRIPTION DATE DRWN DSGN CHKD QC APPD REF. DWG. NO REFERENCE DRAWING TITLE 00 z CV Z CONCRETE PAVEMENT 2 (4000 PSI, AT 28 DAYS)Cl) d a d m a a c 00 an . d. as � � �. , ° ��. . d� a z COMPACTED SUBGRADE (98% MODIFIED PROCTOR) _ IIIIII IIIIIIIIIIII I I 1 IIIIIIIIIIII IIII_ IIIIIIIIMIIIIIIIII I IIII USE 6X6 W2.9 W2.9 WELDED WIRE SCARIFIED AND COMPACTED FABRIC (WWF) IN BOTH DIRECTIONS UNDERLYING MATERIAL CONCRETE PAVEMENT NOTES: 1. REFER TO GEOTECH REPORT AND PAVEMENT DESIGN REPORT FOR ADDITIONAL INFORMATION. COMPLY WITH RECOMMENDATIONS PRESENTED IN THE PAVEMENT DESIGN REPORT. 2. CONCRETE PAVEMENT SHALL HAVE A MINIMUM STRENGTH OF 4,000 PSI AT 28 DAYS WHEN TESTED IN ACCORDANCE WITH ASTM C39. 3. WELDED WIRE FABRIC (WWF) SHALL BE OVERLAPPED NOT LESS THAN ONE FOOT. 4. CONTROL JOINTS SHALL BE PLACED NO MORE THAN 12 FEET O.C. CONCRETE PAVEMENT SECTION NOT TO SCALE w Saw Cut Or Formed Joint r „ to /� /8 Via" to %a" Saw Cut Or Formed Joint /32" Backer Rod Placement Depth Joint Width 4„ --{ Max. I a Joint Sealant Material To Be As Specified In The Plans T e - /fi' Preformed Elastomeric Sealant Bead Thickness -V_As int Sealant Material To Be - Tape Bond Breaker _ Compression Seal Joint Depth Specified in The Plans Existing Joint i (w +/8) Saw Cut Or Parting Strip %4 to 1/3 D (D=Cone. Pavt. Thick.) Saw Cut Or Parting Strip %4 to '/3 D cker Rod Bond Breaker Or Crack Not Required For Construction Joints. (D=Cone. Pavt. Thick.) Not Required For Construction Joints Or Existing Joints Or Cracks. Note: Dimension w will be shown in the plans or established by the Engineer based on field conditions. Dimension d will be constructed so that the shape factor w/t has a maximum FOR NEW PROJECTS FOR NEW AND REHABILITATION PROJECTS value of 2.0 and a minimum value of 1.0. PREFORMED ELASTOMERIC COMPRESSION SEAL BACKER ROD BOND BREAKER FOR REHABILITATION PROJECTS TAPE BOND BREAKER CONCRETE -CONCRETE JOINTS d = w = 3/4' Unless Specified Otherwise In The Plans w Saw Cut Joint Concrete Pavement to/p' Asphalt Shoulder Pavement Joint Sealant Material To Be As Specified In The Plans Backer Rod Bond Breaker d = w = 3/4' Unless Specified Otherwise In The Plans w � Saw Cut Joint Concrete Pavement --\ z/s" to %4' Asphalt Shoulder Pavement Joint Sealant Material To Be As Specified In The Plans Tape Bond Breaker (w +%") BACKER ROD BOND BREAKER TAPE BOND BREAKER FOR NEW AND REHABILITATION PROJECTS; EITHER TAPE OR BACKER ROD BOND BREAKER REQUIRED; SHOULDER MUST BE REPAIRED IF PROPER JOINT SHAPE CAN NOT BE ATTAINED CONCRETE -ASPHALT SHOULDER JOINTS JOINT SEAL DIMENSIONS BACKER ROD BOND BREAKER (CONCRETE -CONCRETE JOINTS) JOINT DIMENSIONS (INCHES) SEALANT MINIMUM BACKER ROD JOINT BEAD BACKER JOINT PLACEMENT WIDTH THICKNESS ROD DIA. DEPTH DEPTH �/4 3/8 1 1/2 3/8 �/4 '2 1 �G �'2_ �/j �/4 % 1 Y4 %2 6/8 516 14 1112 9116 3/4 3/8 1 13/4 1/8 2/6 �� 6 I 8 13/4 � 6 1 %2 1 %4 2 3/4 > I %2 1 1 �/4+ 2+ 1 3/4 Unless otherwise indicated on the plans the joint width for new construction will be %4' for construction joints, 3/a" for all other joints. For rehabilitation projects the joint width will be shown on the plans or established by the Engineer based on field conditions. LAST Z DESCRIPTION: FY 2022-23 INDEX SHEET REVISION y REVISION W F� STANDARD PLANS CONCRETE PAVEMENT JOINTS 350-001 2 of 4 CONCRETE PAVEMENT JOINTS \ ' " J NOT TO SCALE Stamp applies to d�etai�ls D4 and H4 N,1��it 1111h��/ r o 67114r. 1 STATE OF % Z O RtDNAL TITLE: BLUE TRITON ZEPHYRHILLS CIVIL SITE DETAILS 1 REVISION: DRAWING NO.: SHEET NO.: 2 6004-CD-00-001 1 OF 1 1 Z. 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ZONE NAME MATERIAL COMPACTION tO FINAL BACKFILL AS SPECIFIED AT LEAST 95% MODIFIED PROCTOR MAXIMUM DRY DENSITY ASTM D-1557 (98% WHEN UNDER PAVEMENT) INITIAL BACKFILL 3 HAUNCHING ® BEDDING O5 FOUNDATION (1) REQUIRED WHERE UNSUITABLE MATERIAL IS ENCOUNTERED. TRENCH ZONE NOTES: 1� FINAL BACKFILL SHALL BE INSTALLED IN LIFTS NOT EXCEEDING 6 INCHES, LOOSE MEASUREMENT. REFER TO ADDITIONAL NOTE 3. (2) INITIAL BACKFILL SHALL BE INSTALLED IN LIFTS NOT EXCEEDING 6 INCHES, LOOSE MEASUREMENT. ALL LIFTS SHALL BE COMPACTED BY HAND TAMPING OR AN APPROVED METHOD OF MECHANICAL TAMPING. REFER TO ADDITIONAL NOTE 3. ( HAUNCHING SHALL BE IN COMPLETELY DEWATERED TRENCHES IN LIFTS NOT EXCEEDING 6 INCHES, LOOSE MEASUREMENT. ALL LIFTS SHALL BE COMPACTED BY HAND TAMPING. HAUNCHING SHALL BE BROUGHT UP EQUALLY ON BOTH SIDES OF THE PIPE. ® BEDDING SHALL BE INSTALLED IN COMPLETELY DEWATERED TRENCHES IN LIFTS NOT EXCEEDING 6 INCHES, LOOSE MEASUREMENT, AND SHALL BE COMPACTED BY HAND OR MECHANICAL TAMPING. PROPERLY SHAPED BELL HOLES SHALL BE EXCAVATED IN THE BEDDING TO PERMIT ASSEMBLY OF THE PIPE. REFER TO ADDITIONAL NOTE 3. 5 NATIVE UNDISTURBED MATERIALIN COMPLETELY A M IN DEWATERED TRENCHES MEETING THE COMPACTION AND MATERIAL REQUIREMENTS FOR COMPACTED BEDDING MATERIAL NEED NOT BE REPLACED OR REWORKED, EXCEPT FOR SHAPING OF THE BELL HOLES, AND WHERE REFILL IS REQUIRED. FOUNDATION SHALL BE REQUIRED WHERE UNSUITABLE MATERIAL IS ENCOUNTERED. FOUNDATION SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS FOR BEDDING. REFER TO ADDITIONAL NOTE 3. ADDITIONAL NOTES: 1. FOR TRENCHES IN VEHICULAR TRAFFIC AREAS OR BENEATH SURFACE IMPROVEMENTS (EG, SLABS, ASPHALT, ETC.) SEE CONTRACT SPECIFICATIONS FOR ADDITIONAL COMPACTION REQUIREMENTS. SEE DRAWINGS FOR SURFACE IMPROVEMENT AND /OR RESTORATION DETAILS WHERE APPLICABLE. 2. TRACING WIRE SHALL BE INSTALLED ON THE SIDE OF THE PIPE AND ATTACHED TO THE PIPE EVERY 10' W/ A NYLON WIRE TIE. IF THE WIRE IS DAMAGED OR NEEDS TO BE EXTENDED A 3M WATERPROOF TYPE OF SPLICE SHALL BE INSTALLED TO REPAIR THE WIRE. THE ENDS OF THE TRACING WIRE SHALL BE BROUGHT UP IN EVERY VALVE BOX ON THE LINE AND AT THE HYDRANT VALVES. THERE SHALL BE A MINIMUM COIL OF 3' LEFT UNDER THE VALVE BOX COVER. THE WIRE SHALL BE TESTED TO VERIFY CONDUCTIVITY. 3. ALTERNATIVE LIFT THICKNESSES, NOT EXCEEDING 12 INCHES LOOSE MEASUREMENT, ARE ACCEPTABLE IN TRENCH ZONES 1, 2, 4, AND 5 PROVIDED 1) THE LIFT THICKNESS DOES NOT EXCEED THE MAXIMUM VALUE RECOMMENDED IN WRITING BY THE APPLICABLE PIPE MANUFACTURER AND 2) FIELD TEST RESULTS CONFIRM THAT THE SPECIFIED COMPACTION REQUIREMENTS ARE BEING MET. NTS CITY OF ZEPHYRHILLS STANDARD DETAILS NOVEMBER 2021 CITY OF ZEPHYRHILLS UTILITY DEPARTMENTda 39825 ALSTON AVENUE ZEPHYRHILLS, Gil FLORIDA 33542 PHONE (813)780-0029 FAX (813)780-0613 TYPICAL UTILITY TRENCH NOT TO SCALE FINISHED GRADE SEE EXHIBIT G-3 \ \ x 10' MIN 10' MINI PROPOSED UTILITY FULL LENGTH OF -SEE MIN VERTICAL PIPE CENTERED t-;V SEPARATION REQUIREMENTS AT CROSSING �Ti l` EXISTING UTILITY CL PIPE OPTION 1 (SUFFICIENT COVER AND SEPARATION AVAILABLE) SAND CUSHION FINISHED GRADE COVER PER TRENCH , iTi' 6 MIN 11.25' ELB (TYP) DETAIL (TYP) SEE NOTE SEE EXHIBIT G-3 6` MIN PROPOSED UTILITY 12' (MIN,IYP) IV-0" MIN 10'-0" MIN I CONCRETE FULL ENCASEMENT EXISTING UTLTTY PIPE PI NOTE: WITH APPROVAL OF ENGINEER, CONTRACTOR MAY DEFLECT PIPE AS SPECIFIED NSTEAD OF USING FITTINGS. ALTERNATE OPTION 1 (SUFFICIENT COVER OR SEPARATION NOT AVAILABLE) PROPOSED UTILITY MINIMUM VERTICAL SEPARATION REQUIREMENTS POTABLE WATER GRAVITY SANITARY SEWER SEWAGE FORCE MAIN STORM RECLAIMED WATER ELECTRIC TELECOMMUNICATIONS COMMENTS POTABLE WATER 1'-0" V-0"(1,2) V-0"(1,2) V-O"(1) 1'-0" 1'-0" SEE NOTE 1 SANITARY W GRAVITY S ARY SEWER V-6" 2 - 1' 0" - 1' 0` - 1' 6" 1'-6" 2 1'-0" SEWAGE FORCE MAIN 1'-6" 2 () - 1' 0" - 1' 0" - 1' 0" V-6" 2 ( ) 1'-0" SEE NOTE 2 STORM V-0"(1) V-6" 1'-0" 1'-0" 1'-0" RECLAIMED WATER 1'-D" V-6" V-6" 1'-0" 1'-0" 1'-0" SEE NOTE 2 ELECTRIC TELECOMMUNICATIONS 1 FA 62-555,314 C (2) FAC 62-604.400 (3) FAC 62-610.469 NOTES: 1. ONLY OPTION 1 CONSTRUCTION IS ALLOWED WITHOUT APPROVAL OF ENGINEER. 2. ONLY OPTION 2 CONSTRUCTION IS ALLOWED WITHOUT APPROVAL OF ENGINEER. MINIMUM VERTICAL SEPARATION REOUIREMENTS MINIMUM HORIZONTAL SEPARATION EXISTING UTILITY PROPOSED UTILITY POTABLE GRAVITY SANITARY SEWAGE STORM RECLAIMED ELECTRIC WATER SEWER FORCE MAIN WATER TELECOMMUNICATIONS POTABLE WATER 1'-0" 10'-0"(1,2) 10'-0"(1,2) S-0"(1) 3'-0"(1,3) 3'-0" GRAVITY SANITARY SEWER 10'-0"(2) 1'-O" 1'-0" 3'-0" 3'-0"(2) 3'-0" SEWAGE FORCE MAIN 10'-O"(2) 1'-O" 1'-0" 3'-0" 3'-0"(2) 3'-O" STORM S-O"(1) 3'-O" S-0" 1'-0" 3'-0" 3'-0" RECLAIMED WATER 3'-0"(1,3) 3'-0"(2) 3'-0'(2) 3'-0" 1'-0" Y-0" ELECTRIC 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 2'-0" TELECOMMUNICATIONS (1) FAC 62-555,314 NOTE: (2) FAC 62-604.400 UTILITIES SHALL NOT BE INSTALLED WITHIN THE DRIP LINE OF TREES WITHOUT PRIOR (3) FAC 62-610.469 WRITTEN APPROVAL FROM THE ENGINEER. LIMITS OF SP-1.25 (TRAFFIC C) PAVEMENT AASPHALT RESTORATION MATCH EXISTING TRENCH THICKNESS TOP WIDTH 2"MIN 6" 6" 6" 6" SAW -CUT EXISTING PAVEMENT (TYP) EXISTING PAVEMENT-� + + + + UNDISTURBED EARTH 11=11 I III=11 I- III I I I-1 I I -1 I I I I I I ! I I III -III I I ! 11=11 _ I I 1_III-III- - II -I LBR 100 LIMEROCK BASE 8" -III-I 1 I=-1 il= THICK (MIN) SEE NOTE 2 I - COMPACT UPPER 12" TO SEE TYPICAL PIPE TRENCH DETAIL MIN 98% MODIFIED FOR PIPE COVER DEPTH AND PROCTOR DRY DENSITY, BACKFILL REQUIREMENTS ASTM D-1557 NOTES: 1. ASPHALT PAVEMENT RESTORATION DETAIL APPLIES TO CITY ROADS, DRIVEWAYS, PRIVATE ROADS, DRIVES, MISCELLANEOUS PATCHES, AND SIMILAR RESTORATION. 2. NEW LIMEROCK TO BE COMPACTED TO NOT LESS THAN 98%. MODIFIED PROCTOR DRY DENSITY, ASTMD-1557. 3. FOR COUNTY ROADS AND STATE ROADS, DESIGN SHALL BE IN COMPLIANCE WITH PASCO COUNTY STANDARDS AND FDOT STANDARDS RESPECTFULLY. ASPHALT PAVEMENT RESTORATION NTS CITY OF ZEPHYRHILLS STANDARD DETAILS NOVEMBER 2021 CITY OF ZEPHYRHILLS UTILITY DEPARTMENT G-9 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 PHONE (813)780-0029 FAX (813)780-0613 ASPHALT PAVEMENT RESTORATION B9 NOT TO SCALE UTILITY CONFLICT NOT TO SCALE SEE EXHIBIT G-3 ULL LENGTH OF PIPE '7F CEENTERED AT CROSSINGPROPOSED UTILITY 11.25 ELB (TYP) SEE NOTE 10' MIN 10' MIN CLPIPE NOTE: WITH APPROVAL OF ENGINEER, CONTRACTOR MAY DEFLECT PIPE AS SPECIFIED INSTEAD OF USING FITTINGS. OPTION 2 (SUFFICIENT SEPARATION AVAILABLE} ISH D GRADE VARIES TING UTILITY SEE MIN VERTICAL SEPARATION REQUIREMENTS """"""-" "TILITY CUSHION iTING UTILITY SECTION A -A UTILITY CUSHION OSED UTILITY SECTION B-B 6" PIPE O.D. 6" � MIN MIN ROPOSED UTILITY 0 0 wa FULL CONCRETE a ENCASEMENT a 2500 PSI (MIN) CONCRETE NOTES: i •. CONC�RETE ENCASEMENT 1. FOR PROPOSED WATER MAINS, THIS OPTION IS ONLY ALLOWED WITH APPROVAL OF THE ENGINEER AND FDEP ON A CASE 4 BY CASE BASIS. NITS 2. WITH APPROVAL OF ENGINEER, CONTRACTOR MAY DEFLECT PIPE AS SPECIFIED INSTEAD OF USING FITTINGS. ALTERNATE OPTION 2 (SUFFICIENT SEPARATION NOT AVAILABLE) LIMITS OF CONCRETE DRIVE RESTORATION (10" MAX) TRENCH 1 2 12" TOP WIDTH ., 3,000 PSI CONCRETE WITH 6x6 #10 WWF, SAW -CUT EXISTING MATCH EXISTING CONCRETE (TYP) THICKNESS (6" MIN) _I -III III=III -111 T_I #4x18"LONG DOWEL UNDISTURBED I- @ 12 OC AROUND EARTH PERIMETER 8" MIN FROM CORNER. EPDXY GROUT INTO EXISTING CONCRETE COMPACT UPPER 12" TO WITH 10" EMBEDMENT MIN 98% MODIFIED PROCTOR DRY DENSITY, ASTM D-1557 SEE TYPICAL PIPE TRENCH DETAIL FOR PIPE COVER DEPTH AND BACKFILL REQUIREMENTS NOTES: MATCH EXISTING GRADE AND FINISH. CONCRETE DRIVE RESTORATION NTS CITY OF ZEPHYRHILLS STANDARD DETAILS NOVEMBER 2021 CITY OF ZEPHYRHILLS UTILITY DEPARTMENT 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 G-9A PHONE (813)780-0029 FAX (813)780-0613 CONCRETE DRIVE RESTORATION NOT TO SCALE UTILITY CONFLICT 2 UNDISTURBED EARTH B "T BEARING AREA >j r, r� BENDS PLAN NO SURFACE URBED MIN ILLUSTRATIVE SECTION W TEE PLAN BENDS IN SECTION ARTH j EARTH d f BEARING AREA (TYP) K:fi it. :` (ICE, TYP. 4 REACTION BLOCK BEARING AREA DIMENSIONS FITTING 11 1/4' BEND 22 1/2' BEND 45' BEND 90' BEND TEE/CROSS PLUGS/CAP SIZE (in) H x W (in) H x W (in) H x W (in) H x W (in) H x W (in) 4 11x11 15x15 20x2O 2Bx28 23x23 6 15x15 21x21 29x29 4Ox40 33x33 8 20x2O 27x27 38x38 52x52 44x44 10 24x24 33x33 47x47 63x63 53x53 12 28x28 40x40 55x55 5 63x63 14 33x33 46x46 64x64 Ell 73x73 16 37x37 52x52 73x73 ,7x75 99x99 83x83 18 42x42 58x58 82x82 11x111 93x93 24 55x55 77x77 108x108 146x146 123x123 CROSS PLAN REACTION BLOCK NOTES A. BASED ON 150 PSI PRESSURE & 1500 PSF SOIL BEARING VALUE, 2.0 SAFETY FACTOR, WATER TABLE BELOW THE THRUST BLOCK, VERTICAL BLOCK FACE, AND A MINIMUM THICKNESS OF 18 INCHES. B. BEARING AREAS FOR PLUGS SHALL BE THE SAME AS FOR TEES. C. FORM REACTION BLOCKS TO KEEP CONCRETE CLEAR OF JOINTS AND BOLTS. D. REQUIRED REACTION BLOCK BEARING AREA SHALL BE PLACED AGAINST UNDISTURBED MATERIAL WHERE TRENCH WALL HAS BEEN DISTURBED, EXCAVATE ALL LOOSE MATERIAL AND EXTEND REACTION BLOCK TO UNDISTURBED MATERIAL. E. PLACE PRESSURE TREATED WOOD BOARDS IN FRONT OF PLUG, AT TEE, CROSS OR END OF PIPE BEFORE POURING CONCRETE REACTION BLOCK. F. BACKFILL SHALL CONSIST ENTIRELY OF CLEAN SAND AND ROCK FRAGMENTS. ANY MUCK ENCOUNTERED SHALL BE REPLACED WITH BACKFILL COMPACTED TO 95% MODIFIED PROCTOR MAXIMUM DRY DENSITY, ASTM D1557. G. NOT USED, H. CONTRACTOR SHALL HAVE FLORIDA LICENSED PROFESSIONAL ENGINEER VERIFY ALL THE REACTION BLOCK SIZES SHOWN IN THE TABLE ABOVE ARE ADEQUATE FOR ALL VARYING SOIL CONDITIONS ON THE PROJECT. THE CONTRACTOR'S ENGINEER SHALL PROVIDE A SIGNED AND SEALED STATEMENT THAT ALL REACTION BLOCKS WERE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF THE TABLE ABOVE OR IN ACCORDANCE WITH THE FINDINGS OF THE CONTRACTOR'S PROFESSIONAL ENGINEER, WHICHEVER ARE MORE STRINGENT. CONTRACTOR'S COST FOR MEETING THESE REQUIREMENTS SHALL BE INCLUDED IN THEIR BID. TYPICAL REACTION BLOCK (THRUST BLOCK) DETAILS NTS CITY OF ZEPHYRHILLS STANDARD DETAILS NOVEMBER 2021 CITY OF ZEPHYRHILLS UTILITY DEPARTMENT 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 Gm6A PHONE (813)780-0029 FAX (813)780-0613 TYPICAL THRUST BLOCK NOT TO SCALE SEE VALVE COLLAR IDENTIFICATION DISC DETAIL SEE EXHIBIT W-5 FINISH GRADE OR PAVEMENT TRACING WIRE '--HAND TAMPED BACKFILL O AT TOP SECTIONT ADJUSTABLE OPERATING NUT VALVE BOX CI VALVE BOX SHALL REST ON BEDDING ROCK, NOT ON SEE NOTE THE PIPE FDOT #57 STONE TRACING WIRE (6" DEEP) - I-111- II II 1 I� PIPE n1 II -III -III �IIIII II- I=III_ VALVE 1=1 I IIIIIIII I 1=1 - COMPACTED FDOT II II=III —I _III I III=III=III=III=III I I —I 1=1 1=III I I I-1 III #57 STONE -I LENGTH 6" OF VALVE 6" WIDTH OF BEDDING EQUALS LAYING WIDTH OF VALVE +12" (6" BEYOND EA SIDE) NOTES: 1. EXTENSION OF VALVE BOX SHALL BE SET SO AS TO RESERVE 1/2 OF THE ADJUSTMENT LENGTH FOR FUTURE USE. 2. VALVE STEM EXTENSIONS) REQ'D TO MAINTAIN 2' DEPTH TO OPERATING NUT ON DEPRESSED MAIN W/36" OR MORE COVER. GATE VALVE BOX NTS CITY OF ZEPHYRHILLS STANDARD DETAILS NOVEMBER 2021 CITY OF ZEPHYRHILLS UTILITY DEPARTMENT W-3 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 PHONE (813)780-0029 FAX (813)780-0613 GATE VALVE BOX NOT TO SCALE OR OR OR 000 CONSTRUCTION 07/15/22 TJS ACS GEL JPRH AJD PERMIT 06/24/22 TJS ACS GEL JPRH AJD PERMIT 05/26/22 TJS ACS GEL JPRH AJD REVISION DESCRIPTION DATE DRWN DSGN CHKD QC APPD REF. DWG. NO REFERENCE DRAWING TITLE A B C D E F G H 2 ISSUED F 1 ISSUED F 0 ISSUED F REV ❑h❑ MERRICK MERRICK PROJECT NO.: 3021600491 CLIENT PROJECT NO.: SCALE: AS NOTED TITLE: BLUE TRITON ZEPHYRHILLS CIVIL UTILITY DETAILS 1 REVISION: DRAWING NO.: SHEET NO.: 2 6004-CD-00-005 1 OF 1 � � I a I. i L } z Q Z H OZ ev W Ow w LU w� 3 O 0¢ t �- a= w cn x� F- w LL. m O� mw z 2 0Y) FnCL za_ w W w 0 O = 0 a Z 0 _ Z � Q 00 W W J U 0 x0 Z CL wW U)m of Xz OLU wz J 0 Q U �_ W 0 2 Cn 0 W CO m Y O0 � w (if �w zg Li U� LLI i IL w �Q O J 0 ~ w0 0 O zLLJ x_ z� — 0 H Z 0 Q Z Y C/) cf) x I— —w � J U 0 W Cf) O [L W z 0 Zo f E w wx 0 H QQ O m J Y J LL U = w w W 2 mx U w Cn It 0 Z CL W Q aw W N U W >0 � x wH 1L Q O0 z Z z w Cl) � Y Z� zw Qx Cf)o �z QO w0 � z E J OU F- U � 00 w0 W H J U W — W 0 x 0 OS` y. 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I 1 1 ,N15 _..- I I _ i _ _ II L I I I -_ B I C I D I E I F G H J z oz �w oW w w EX W0 O¢ rya- n_ _ � w wm 02 0w z� 09) 6_52- wa of1­- x ''' w� zz 0= 0 UJ ¢� z9 Z 00 ww J U oD xm �W z n ww m M2 pz LLw w~ J Z m O U I¢- w c=n o mU) 00 o� ww 1- g w0 w~ 0� n J LLJQ O -� 0 1' w= 0 C) z= zo Z Y C/)� w � J UO wU) 0W �w o� w O z E: w w� 0 ¢Q 0m J Y J U = �U) �w w 2� m0 U WW ¢Z 0-Z w ao M w w N U it �o U) a 00 Zz w W � Y z� _W zw ¢_ U0 � Z ¢O w0 Z � J 0P U zo 0 F-o w ~ J U wM =o 0� }w zU) ¢D o� ¢ U 0 z� �0 n_ oW U)w __ �0 1 2 3 LL, 7 0 0 `ul LEGEND - ABBREVIATIONS AFF Above Finished Floor AD Access Door AC Acoustical ACP Acoustical Ceiling Panel AWC Acoustical Wall Covering ADJ Adjacent, Adjustable A/C Air Conditioning ALT Alternate AL Aluminum AB Anchor Bolt APPROX Approximate ARCH Architectural AP Armor Plate @ At BSMT Basement BRG Bearing BM Bench Mark, Beam BLK Block BLKG Blocking BOT Bottom BRK Brick BC Brick Courses(ing) BLDG Building BUR Built Up Roofing CPT Carpet CIP Cast in Place CI Cast Iron CID Cast Plastic CB Catch Basin CLG Ceiling CTR Center rL Centerline cm Centimeter CT Ceramic Tile CHR Chair Rail CHAN Channel CV Check Valve CO Clean Out CLR Clear CW Clear Wire Glass CLO Closet COL Column COMP Composition, Composite CONC Concrete CMU Concrete Masonry Unit CONT Continuous CFCI Contractor Furnished Contractor Installed CJ Control Joint CG Corner Guard CORR Corridor CR Crash Rail CR/BG Crash Rail / Bumper Guard CF Cubic Foot (Feet) CFM Cubic Foot per Minute CY Cubic Yard CYL Cylinder DP Damproofing DEG Degree DEMO Demolition D Depth DET Detail DIAG Diagonal DIA Diameter DIFF Diffuser DIM Dimension DISP Dispenser DIV Division DR Door, Drain DBL Double DN Down DS Downspout DWG Drawing DWGS Drawings DF Drinking Fountain EA Each EWC Electric Water Cooler ELEC Electrical ELEV Elevator, Elevation EMER Emergency ENGR Engineer(ing) EQ Equal EQUIP Equipment EPDM Ethylene Propylene Diene Monomer (Roof Membrane) EXIST Existing ETR Existing to Remain EXPA Expansion Anchor EB Expansion Bolt EJ Expansion Joint EXT Exterior EIFS Exterior Insulation and Finish System FWC Fabric Wall Covering FOF Face of Finish FOS Face of Stud F Fahrenheit FV Field Verified FF Finish Floor FIN Finish(ed) FO Finished Opening FA Fire Alarm FE Fire Extinguisher FEC Fire Extinguisher Cabinet FHC Fire Hose Cabinet FRTW Fire Retardant Treated Wood GA Gage GALV Galvanized GEN General GC General Contractor GL Glass, Glazing GNV Goose Neck Ventilator GB Grab Bar GND Ground GR Grout GYP Gypsum GYP BD Gypsum Board HRL Handrail HDW Hardware HWD Hardwood HVAC Heating Ventilating & Air Conditioning HD Heavy Duty HGT Height H High HC Hollow Core HM Hollow Metal HORIZ Horizontal HB Hose Bib HR Hour IN Inch ID Inside Diameter INSUL Insulation INT Interior IPT Interior Paint JAN Janitor JT Joint JT B Joint Backer JST Joist JCT Junction KB Keyboard KP Kick Plate KIT Kitchen KS Knee Space KO Knockout LAM Laminate, Laminated LAM GL Laminated Glass LAV Lavatory LH Left Hand L Length LIN Linear LLV Long Leg Vertical LVR Louver LB Pound LBF Pounds -Force MFR Manufacturer MAS Masonry MO Masonry Opening MATL Material MAX Maximum MECH Mechanical MEMB Membrane MTL Metal MT Metal Threshold MEZZ Mezzanine mm Millimeter MINK Millwork MIN Minimum MIR Mirror MISC Miscellaneous MILD Molding MULL Mullion NOM Nominal N North NIC Not in Contract NTS Not to Scale NO Number OFF Office OC On Center OPNG Opening OPP Opposite OPP H Opposite Hand OD Outside Diameter OVFL Overflow OH Overhead OFCI Owner Fumished Contractor Installed OFOI Owner Furnished Owner Installed PNT Paint PR Pair PNL Panel PAR Parallel PART Partial PARTN Partition PERIM Perimeter PERP Perpendicular PP Pitch Pocket PLAS Plaster, Plastic PLAM Plastic Laminate PWC Plastic Wall Covering PL Plate PLBG Plumbing PLWD Plywood #LBS Pounds PSF Pounds per Square Foot PSI Pounds per Square Inch PRV Powered Roof Ventilator PT Pressure Treated, Porcelain Tile QUAL Quality QTY Quantity QT Quarry Tile RAD Radius RL Rain Leader RECEP Receptacle, Reception REF Reference REFL Reflected REFR Refrigerator REG Regular REINF Reinforced REBAR Reinforcing Bar REP Repair REQ Require, Required RESIL Resilient RA Return Air REV Revision RT Right RH Right Hand R Riser RD Roof Drain RFG Roofing RM Room RO Rough Opening RB Rubber, Rubber Base SND Sanitary Napkin Dispenser SNR Sanitary Napkin Receptacle SCHED Schedule SCUP Scupper SECT Section SS Service Sink, Stainless Steel SHT Sheet SV Sheet Vinyl SHWR Shower SIM Similar SPM Single Ply Membrane SD Soap Dispenser SC Solid Core SSM Sold Surface Material S South SPEC Specification ST Stainless SP Stand Pipe STL Steel STN Stone STOR Storage STRUCT Structural SUSP Suspended SYS System TEL Telephone T GL Tempered Glass TEMP Tempered, Temporary TERR Terrazzo THK Thick TWS Thru-Wall Scupper TLT Toilet TTD Toilet Tissue Dispenser T&G Tongue & Groove TOC Top of Curb, Top of Concrete TOM Top of Masonry TOSL Top of Slab TOS Top of Steel TB Towel Bar T Tread TD Trench Drain TYP Typical UC Undercounter, Undercut UNFIN Unfinished UNO Unless Noted Otherwise VC Valve Cabinet VB Vapor Barrier, Vinyl Base VNR Veneer VP Vent Pipe, Vapor Proof VTR Vent Thru Roof VIF Verify in Field VERT Vertical VEST Vestibule VIN Vinyl VCT Vinyl Composition Tile VWC Vinyl Wall Covering VIT Vitreous China WAINS Wainscot WC Wall Covering, Water Closet WH Water Heater WR Water Resistant, Waste Receptacle WPR Waterproofing WT Weight WWF Welded Wire Fabric W Width WIN Window WG Wire Glass W/ With W/O Without WD Wood WB Wood Base WPT Work Point 1 ISSUE FOR CONSTRUCTION 07/15/22 JWT JWT JWT TC TC 0 ISSUE FOR PERMIT 06/24/22 JWT I JWT JWT TC TC REV REVISION DESCRIPTION DATE DRWN DSGN CHKD QC APPD REF. DWG. NO LEGEND - GENERAL SYMBOLS NOTES - GENERAL NOTES - REFLECTED CEILING PLAN COLUMN LINE DEFINITION. THE TERM "DESIGN PROFESSIONAL" MEANS 'ARCHITECT" "PROFESSIONAL ENGINEER" "INTERIOR DESIGNER" OR OTHER PARTY RESPONSIBLE FOR PROVIDING 1. THE REFLECTED CEILING PLAN PROVIDES INFORMATION CONCERNING THE LOCATIONS OF LIGHTS, CEILING FIXTURES, HVAC GRILLES, ETC. REFER TO THE DESIGN SERVICES AS APPROPRIATE. REFLECTED CEILING PLAN FOR LOCATIONS ONLY. REFER TO MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS FOR APPLICABLE ENGINEERING WORK OR DATUM POINT 1. VERIFY ALL EXISTING CONDITIONS. INFORMATION. 2. CONTRACTOR TO MAINTAIN EGRESS ROUTES FROM EXISTING BUILDING 2. SPRINKLER HEADS ARE NOT INDICATED. REFER TO PLUMBING DRAWINGS FOR 4a PARTITION TYPE THROUGHOUT COURSE OF CONSTRUCTION. SPRINKLER REQUIREMENTS AND INFORMATION. 3. VERTICAL DIMENSIONS ARE FROM "FLOOR LINE" UNLESS OTHERWISE NOTED. 3. CEILING FIXTURES INCLUDING GRILLES, DIFFUSERS, INCANDESCENT LIGHTS, ETC. WINDOW TYPE (ALPHABETIC) REFER TO ELEVATIONS FOR "FLOOR LINE" DATUMS. ARE TO BE CENTERED IN ACOUSTIC CEILING PANELS UNLESS NOTED OTHERWISE. C REVISION (NUMERIC) 4. HORIZONTAL DIMENSIONS FOR NEW CONSTRUCTION ARE FROM FACE OF FINISH 4. ALL CEILING HEIGHTS NOTED ARE ABOVE FINISHED FLOOR (A.F.F.) UNLESS OTHERWISE NOTED. HORIZONTAL DIMENSIONS FOR EXISTING F-2-0-7-1 FURNITURE TYPE CONSTRUCTION ARE FROM FACE OF EXISTING FINISHED SURFACE. 5. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS GOVERN. IN CASE OF sos INTERIOR FINISH INDEX CONFLICT, CONSULT WITH THE DESIGN PROFESSIONAL TO OBTAIN CLARIFICATION BEFORE CONTINUING WITH CONSTRUCTION. 6. HOLES CUT THROUGH EXISTING OR NEW FIRE RATED CONSTRUCTION FOR 1.01 KEYNOTE INSTALLATION OF PIPING, DUCTWORK, OR OTHER PENETRATIONS SHALL BE KEPT - TO A MINIMUM NUMBER AND HELD TO A MINIMUM SIZE. FILL IDS BETWEEN LEGEND -DRAWING NUMBERS C CEILING TYPE/FINISH P PES, DUCTSOTHER PENETRAT NG ITEMS AND RATED CONSORUCTIONN Wll H , 9'-0" A.F.F. -CEILING HEIGHT FIRE RETARDANT SEALANT SYSTEM LISTED IN THE UL FIRE RESISTANCE DIRECTORY WITH FIRE (F) AND TEMPERATURE (T) RATINGS EQUAL TO OR F FLOOR FINISH GREATER THAN THE FIRE RESISTANCE RATING OF THE ASSEMBLY BEING SEALED. A001 7. ALIGN NEW FLOOR FINISHES WITH EXISTING ADJACENT FLOOR FINISHES UNLESS OTHERWISE INDICATED WHERE NEW AND EXISTING FINISHED SURFACES ARE B BASE FINISH INDICATED TO BE ALIGNED, INSTALL SO FINISHED SURFACES ARE FLUSH (FEATHER MAXIMUM 1/8" PER FOUR FEET). DISCIPLINE SHEET SEQUENCE VJ WALL FINISH 8. IT IS UNDERSTOOD AND AGREED THAT DRAWING REFINEMENTS, ADDITIONAL DETAILING AND CLARIFICATIONS WILL BE ISSUED DURING THE CONSTRUCTION T = TITLE SHEET & INDEX VIEW TYPE MODIFIER T TRIM FINISH SCHEDULE AND NO ADJUSTMENT WILL BE MADE IN THE CONTRACTORS' OR G = GENERAL SUB -CONTRACTORS' PRICE UNLESS SUCH REFINEMENT, DETAILING OR B = GEOTECHNICAL / 0 = DEMOLITION PLANS CLARIFICATIONS RESULT IN CHANGES TO THE SCOPE, QUALITY, FUNCTION AND ENVIRONMENTAL VIEW TYPE (OPTIONAL) 123A DOOR NUMBER OR INTENT OF THE DRAWINGS AND THE PROJECT MANUAL NOT REASONABLY D = DEMOLITION SERIES = CIVIL 1 =FLOOR PLANS INFERABLE BY A CONTRACTOR OR SUB -CONTRACTOR EXPERIENCED IN THIS TYPE L L =LANDSCAPE 0 =GENERAL /SCHEDULES 1 =PLANS 2 = REFLECTED CEILING ROOMNAME ROOM NUMBER 9. OF WORK. ALL CONTRACTORS AND SUB -CONTRACTORS MUST QUOTE ON COMPLETED, A = ARCHITECTURAL / INTERIORS 2 = EXTERIOR ELEVATIONS PLANS 3 = FINISH PLANS A123 FULLY OPERABLE SYSTEMS BASED ON THE DESIGN INTENT OF THE CONTRACT I = INTERIORS & DETAILS 3 =OVERALL BUILDING & 4 = FF&E PLANS BUILDING PORTION WHEN USED ( ) DOCUMENTS, AND ALL MATERIAL AND LABOR IMPLIED THEREFROM. S =STRUCTURAL EXTERIOR WALL 10. UNLESS OTHERWISE REQUIRED BY THE OWNER, CONSTRUCTION F = FIRE PROTECTION SECTIONS - SECTION CALL -OUT ADMINISTRATION SERVICES WILL BE COMPLETED USING NEWFORMA PROJECT P = PLUMBING 4 = ENLARGED PLANS CENTER. REFERENCE DIVISION 1 OF THE SPECIFICATION FOR THE PROCEDURES M = MECHANICAL / HVAC 5 = INTERIOR ELEVATIONS 1 FOR REQUESTS FOR INFORMATION AND SUBMITTALS. E = ELECTRICAL & CASEWORK A-1 0-1-L X =OTHER 6 = DETAILS DRAWING WHERE SHOWN NOTES - GENERAL DEMOLITION 2A 1. CONTRACTOR TO CONTACT OWNER PRIOR TO START OF DEMOLITION OF ANY ELEVATION CALL -OUT AREAS TO ALLOW OWNER TO REMOVE ANY MOVABLE EQUIPMENT SO DESIRED. 2B A101 3B 2. REMOVE ALL FIRE EXTINGUISHERS AND CABINETS IN WALLS TO BE DEMOLISHED AND RETURN TO OWNER FOR FUTURE REUSE. 3A DRAWING WHERE SHOWN 3. REPAIR HOLES IN EXISTING WALLS TO REMAIN WHERE WALL MOUNTED ITEMS ARE TO BE REMOVED. REFER TO ROOM FINISH LEGEND FOR FINAL FINISH. 4. PATCH, FILL, AND LEVEL ALL HOLES IN FLOOR SLAB DUE TO DEMOLITION OF LEGEND- ROOF 1A DETAIL CALL -OUT PLUMBING RISERS, FLOOR DRAINS, ELECTRICAL RISERS, MILLWORK, CASEWORK, Al01 DRAWING WHERE SHOWN OR EQUIPMENT. 5. REPAIR ALL CEILINGS TO MATCH EXISTING CEILINGS WHERE WALLS ARE TO BE DIRECTION OF SLOPE DIRECTION OF DEMOLISHED AND EXISTING CEILING IS TO REMAIN. IN STRUCTURE SLOPE IN CRICKET 6. CONTRACTOR TO MATCH ALL EXISTING CONDITIONS FOR ALL REQUIRED 0 MODIFICATIONS IN RENOVATED AREAS (U.N.O.). THIS REFERS TO REPETITIONS OF FINISH PATTERNS AND COLORS, MODIFICATIONS TO HANDRAILS AND BUMPER DIRECTION OF SLOPE WALK PAD PANELS, ETC. IN INSULATION 7. WHERE PARTITIONS, EQUIPMENT, OR ACCESSORIES, ETC. ARE REMOVED AND NO REPLACEMENT FINISH IS CALLED FOR, THE GENERAL CONTRACTOR SHALL REPAIR TO MATCH ADJACENT FINISH. 8. CONTRACTOR TO PROTECT FROM DAMAGE ALL EXISTING FLOORS, WALLS, CEILINGS, ETC. DURING CONSTRUCTION AND PROVIDE TEMPORARY PARTITIONS LEGEND - PARTITION INDICATIONS AS NEEDED. CONTRACTOR IS RESPONSIBLE FOR REPAIR AND REPLACEMENT OF ALL DAMAGED FLOORING, WALLS, CEILINGS, ETC. FINISHES TO MATCH EXISTING NOTE: REFER TO LIFE SAFETY DRAWING(S) FOR RATED PARTITION INDICATIONS 9. DASHED LINES INDICATE EXISTING CONSTRUCTION TO BE DEMOLISHED. TYPICAL (U.N.O.). -1 NEW PARTITION NEW PARTITION 10. THE CONTRACTOR WILL BE RESPONSIBLE FOR THE REMOVAL AND DISPOSAL OF ALL DEMOLITION MATERIALS. TEMPORARY LIGHTING WILL BE PROVIDED BY THE CONTRACTOR. J EXISTING PARTITION 11. REMOVE ALL FLOOR COVERINGS AND PREP CONCRETE DECK FOR NEW CARPET, VINYL AND CERAMIC TILE AS SCHEDULED. (TYPICAL - ALL ROOMS WITHIN LIMITS L---------J EXISTING PARTITION 12. OF PROJECT. REMOVE EXISTING CEILING GRID AND ASSOCIATED SUPPORT SYSTEM - RETURN TO BE DEMOLISHED EXISTING LIGHT FIXTURES TO OWNER (TYPICAL - ALL ROOMS WITHIN LIMITS OF PROJECT). 13. ADDITIONAL DEMOLITION MAY BE REQUIRED TO ACCOMMODATE NEW CONSTRUCTION SHOWN ON OTHER SHEETS. CONTRACTORS TO REVIEW 2008 EXISTING CONDITIONS AND INCLUDE IN BASE BID ALL DEMOLITION REQUIRED FOR EXPANSION LEGEND - MATERIAL INDICATIONS TALLATION. 14. REMOVE ALLEXIETE REMOVE ALL EXISTING BASES AND VINYL WALL COVERINGS. PREPARE SURFACES TO ACCEPT NEW FINISHES, TYP. CONCRETE MASONRY (CMU) CONCRETE PRECAST CONCRETE BRICK STONE STEEL ALUMINUM n�I POROUS FILL \\ \\ \ \\ SOIL RIGID INSULATION BATT INSULATION GYPSUM DRYWALL PLASTER OR SANU PLYWOOD FRAMING LUMBER \Z>i�77llFINISH WOOD TILE ACOUSTICAL PANELS LIGHTWEIGHT CONC.CERAMIC •.. REFERENCE DRAWING TITLE NOTES - PATCH & REPAIR 1. FILL ALL HOLES IN FLOOR SLAB WITH CONCRETE AFTER REMOVAL OF PLUMBING LINES, DRAINS, PIPES, ETC. MAINTAIN REQUIRED FIRE RATINGS. 2. PATCH AND REPAIR HOLES IN EXISTING GYP. BD. PARTITIONS FROM REMOVED EQUIPMENT, MECHANICAL AND ELECTRICAL DEVICES AND OUTLETS, ATTACHMENTS, FURNISHINGS, ETC. 3. PATCH AND REPAIR ALL CEILINGS, PARTITIONS, AND FLOORS DISTURBED FOR NEW MECHANICAL AND ELECTRICAL WORK. THIS WORK MAY EXTEND BEYOND BOUNDARIES INDICATING "PROJECT LIMITS" ON ARCHITECTURAL DRAWINGS. FINISHES SHALL MATCH EXISTING, OR PROVIDE NEW AS SCHEDULED. 4. PATCH AND REPAIR ALL EXISTING FIREPROOFING DISTURBED DURING DEMOLITION AT COLUMNS AND BRACING TO MEET REQUIRED FIRE RATINGS. 5. PATCH AND REPAIR FINISHES WHERE EXISTING WALLS, PARTITIONS, DOORS, PLUMBING FIXTURES, OR CASEWORK HAVE BEEN REMOVED. FINISHES SHALL MATCH EXISTING, OR PROVIDE NEW AS SCHEDULED. I � , In. ../��Ili�. 1 VVT I CLIENT PROJECT NO.: 2001 EXPANSION I I I -------- ------------I I �- 1995 EXPANSION ---T---------------'1 I I I I ORIGINAL WAREHOUSE ❑00 ❑❑ MERRICIC ❑ ®❑ MERRICK PROJECT NO.: 3021600491 SCALE: AS NOTED KEY PLAN SCALE: N.T.S. WAREHOUSE EXPANSION LINE 13 EXPANSION TITLE: WT-BTB ZEPHYRHILLS EXPANSION ARCHITECTURAL GENERAL NOTES REVISION: DRAWING NO.: SHEET NO.: 1 A001 -- OF -- 1 2 0 4 5 7 0 10 0 11 C 9 E Ct [awl I I J U IV C I E G H J z 0z 0 2 OW F_ 11J wW "> O CL _ I=- w w in O Uw Z� OFn a w a �Lu w w� 0= Z) Z 0 Q 0 0 w W U J OD = O w z n- u.r w UJI Oz w UJI wZ J O Q 0 r_ w �O wN m Y OU H W 0 �w wO w~ W � m OJ 0 ~ W 0 O z=_ z � Z 0 O Q Z `1 u)SQ cr �= w � J U O LLI U) 0 k aw Z 0 wO z [L-w wF- 0 ¢ Q rY Om LL J Y J U¢ 07 wW 2 D m= V LUN ¢ 0 n- Q w Wo o- w 0 J= wo 07 Q O p ZZ UJI rn Y z�' ZW LnO 1­-Z O O_ H Q~Q Z N 0 OO ~' U 00 O_ w~ J V w- w wo H O >_w zN 0 LLJ ¢ 0 O Z � O W GL 0 � Nw _x I=- O SECTION 07 54 23 - THERMOPLASTIC-POLYOLEFIN (TPO) ROOFING 1 1. Accelerated Weathering: Roof membrane shall withstand 2000 hours of 2. Compressive Strength: 25 psi (172 kPa). b. Trim insulation neatly to fit around penetrations and projections, and to PART 1 -GENERAL exposure when tested according to ASTM G152, ASTM G154, or fit tight to intersecting sloping roof decks. ASTM G155. 3. Size: 48 by 96 inches (1219 by 2438 mm). 1.1 RELATED DOCUMENTS c. Make joints between adjacent insulation boards not more than 1/4 inch 1.2 SUMMARY 2. Impact Resistance: Roof membrane shall resist impact damage when tested 4. Thickness: (6 mm) in width. A. Section Includes: according to ASTM D3746, ASTM D4272, or the "Resistance to Foot Traffic Test" in FM Approvals 4470. a. Base Layer: 1-1/2 inches 38 mm R-13 . Y ( ) ( ) d. At internal roof drains, slope insulation to create a square drain sump with each side equal to the diameter of the drain bowl plus 24 inches 1. Mechanically fastened, thermoplastic polyolefin (TPO) roofing system. B. Material Compatibility: Roofing materials shall be compatible with one another 2.5 INSULATION ACCESSORIES (610 mm). and adjacent materials under conditions of service and application required, as 2. Roof insulation. demonstrated by roof membrane manufacturer based on testing and field A. General: Roof insulation accessories recommended by insulation manufacturer 1) Trim insulation so that water flow is unrestricted. experience, for intended use and compatibility with other roofing system components. e. Fill gaps exceeding 1/4 inch (6 mm) with insulation. 1.3 DEFINITIONS C. Wind Uplift Resistance: Design roofing system to resist the following wind uplift B. Fasteners: Factory -coated steel fasteners with metal or plastic plates complying A. Roofing Terminology: Definitions in ASTM D1079 and glossary in NRCA's "The pressures when tested according to FM Approvals 4474, UL 580, or UL 1897: with corrosion -resistance provisions in FM Approvals 4470, designed for f. Cut and fit insulation within 1/4 inch (6 mm) of nailers, projections, and NRCA Roofing Manual: Membrane Roof Systems" apply to Work of this Section. 1. Zone 1 (Roof Area Field): As shown on Drawings. fastening roof insulation to substrate, and acceptable to roofing system penetrations. 2 manufacturer. 1.4 ACTION SUBMITTALS 2. Zone 2 (Roof Area Perimeter): As shown on Drawings. (kPa/sq. m) 3.5 INSTALLATION OF MECHANICALLY FASTENED ROOF MEMBRANE A. Product Data: For each type of product. 3. Zone 3 (Roof Area Comers): As shown on Drawings. PART 3 -EXECUTION A. Mechanically fasten roof membrane over area to receive roofing according to Y 9 9 roofing system manufacturer's written instructions. 1. For insulation and roof system component fasteners, include copy of FM D. FM Approvals' RoofNav Listing: Roof membrane, base flashings, and component 3.1 EXAMINATION Approvals' RoofNav listing. materials shall comply with requirements in FM Approvals 4450 or FM B. Unroll roof membrane and allow to relax before installing. Approvals 4470 as part of a roofing system, and shall be listed in FM Approvals' A. Examine substrates, areas, and conditions, with Installer present, for compliance B. Shop Drawings: Include roof plans, sections, details, and attachments to other RoofNav for Class 1 or noncombustible construction, as applicable. Identify with requirements and other conditions affecting performance of the Wont. C. For in -splice attachment, install roof membrane with long dimension work, including the following: materials with FM Approvals Certification markings. 1. Verify that roof openings and penetrations are in place, curbs are set and perpendicular to steel roof deck flutes. 1. Layout and thickness of insulation. 1. Fire/Windstorm Classification: Class 1A-120. braced, and roof -drain bodies are securely clamped in place. D. Start installation of roofing in presence of roofing system manufacturer's technical personnel. 2. Base flashings and membrane termination details. 2. Hail -Resistance Rating: FM Global Property Loss Prevention Data 2. Verify that wood blocking, curbs, and nailers are securely anchored to roof deck at penetrations and terminations and that nailers match thicknesses of E. Accurately align roof membrane, and maintain uniform side and end laps of 3. Flashing details at penetrations. Sheet 1-34 MH. insulation. minimum dimensions required by manufacturer. Stagger end laps. 3 4. Tapered insulation layout, thickness, and slopes. E. Solar Reflectance Index: Not less than 78 when calculated according to ASTM E 1980, based on testing identical products by a qualified testing agency. 3. Verify that surface plane flatness and fastening of steel roof deck complies F. Mechanically fasten or adhere roof membrane secure) at terminations, Y Y with requirements in Section 05 31 00 "Steel Decking." penetrations, and perimeter of roofing. 5. Roof plan showing orientation of steel roof deck and orientation of roof F. Energy Performance: Roofing system shall have an initial solar reflectance of not membrane, fastening spacings, and patterns for mechanically fastened less than 0.70 and an emissivity of not less than 0.75 when tested according to B. Proceed with installation only after unsatisfactory conditions have been corrected. G. Apply roof membrane with side laps shingled with slope of roof deck where roofing system. CRRC-1. possible. 6. Insulation fastening patterns for comer, perimeter, and field -of -roof locations. G. Exterior Fire -Test Exposure: ASTM E108 or UL 790, Class A; for application and 3.2 PREPARATION H. In -Seam Attachment: Secure one edge of TPO sheet using fastening plates or roof slopes indicated; testing by a qualified testing agency. Identify products with A. Clean substrate of dust, debris, moisture, and other substances detrimental to metal battens centered within seam, and mechanically fasten TPO sheet to roof deck. 1.5 INFORMATIONAL SUBMITTALS appropriate markings of applicable testing agency. roofing system installation according to roofing system manufacturer's written instructions. Remove sharp projections. I. Seams: Clean seam areas, overlap roof membrane, and hot-air weld side and A. Qualification Data: For Installer, manufacturer and testing agency. 2.2 THERMOPLASTIC POLYOLEFIN (TPO) ROOFING B. Prevent materials from entering and clogging roof drains and conductors and watertight to ensure a flashings of roof membrane and sheet s ht seam end laps 9 9 B. Manufacturer Certificates: A. TPO Sheet: ASTM 06878/D6878M, internally fabric -or scrim -reinforced, from spilling or migrating onto surfaces of other construction. Remove roof -drain installation. 1. Performance Requirement Certificate: Signed by roof membrane fabric -backed TPO sheet, plugs when no work is taking place or when rain is forecast. 1. Test lap edges with probe to verify seam weld continuity. Apply lap sealant to manufacturer, certifying that roofing system complies with requirements "Performance 1. Manufacturers: Subject to compliance with requirements, available C. Perform fastener -pullout tests according to roof system manufacturer's written seal cut edges of roof membrane and flashing sheet. 4 specified in Requirements" Article. manufacturers offering products that may be incorporated into the Work instructions. fy g y, and repair seam 2. Verify field strength of seams a minimum of twice daily, a. Submit evidence of compliance with performance requirements. include, but are not limited to, the following: 1. Submit test result within 24 hours after performing tests. sample areas. 2. Special Warranty Certificate: Signed by roof membrane manufacturer, a. Carlisle SynTec Incorporated. a. Include manufacturer's requirements for any revision to previously 3. Repair tears, voids, and lapped seams in roof membrane that do not comply certifying that all materials supplied under this Section are acceptable for b. Firestone Building Products. submitted fastener patterns required to achieve specified wind uplift with requirements. special warranty. requirements. J. Spread sealant bed over deck -drain flange at roof drains, and securely seal roof C. Product Test Reports: For roof membrane and insulation, for tests performed by c. GAF. membrane in place with clamping ring. a qualified testing agency, indicating compliance with specified requirements. d. Johns Manville; a Berkshire Hathaway company. 3.3 INSTALLATION OF ROOFING, GENERAL 3.6 INSTALLATION OF BASE FLASHING D. Evaluation Reports: For components of roofing system, from ICC-ES. 2. Source Limitations: Obtain components for roofing system from roof A. Install roofing system according to roofing system manufacturer's written E. Field quality -control reports. membrane manufacturer or manufacturers approved by roof membrane instructions, FM Approvals' RoofNav listed roof assembly requirements, and FM A. Install sheet flashings and preformed flashing accessories, and adhere to manufacturer. Global Property Loss Prevention Data Sheet 1-29. substrates according to roofing system manufacturer's written instructions. 1.6 CLOSEOUT SUBMITTALS 3. Thickness: 60 mils (1.5 mm), nominal. B. Complete terminations and base flashings and provide temporary seals to B. Apply bonding adhesive to substrate and underside of sheet flashing at required prevent water from entering completed sections of roofing system at end of rate, and allow to partially dry. Do not apply to seam area of flashing. A. Maintenance Data: For roofing system to include in maintenance manuals. 4. Exposed Face Color: White. workday or when rain is forecast. Remove and discard temporary seals before 5 beginning Work on adjoining roofing. C. Flash penetrations and field -formed inside and outside comers with cured or B. Certified statement from existing roof membrane manufacturer stating that uncured sheet flashing. existing roof warranty has not been affected by Work performed under this 2.3 AUXILIARY ROOFING MATERIALS C. Install roof membrane and auxiliary materials to be in to existing roofing to Section. A. General: Auxiliary materials recommended by roofing system manufacturer for maintain weathertightness of transition and to not void warranty for existing D. Clean seam areas, overlap, and firmly roll sheet flashings into the adhesive. roofing system. Hot-air weld side and end laps to ensure a watertight seam installation. intended use and compatible with other roofing components. 1.7 QUALITY ASSURANCE E. Terminate and seal top of sheet flashings and mechanically anchor to substrate 1. Adhesive and Sealants: Comply with VOC limits of authorities having 3.4 INSTALLATION OF INSULATION through termination bars. A. Manufacturer Qualifications: A qualified manufacturer that is listed in FM jurisdiction. Approvals' RoofNav for roofing system identical to that used for this Project. A. Coordinate installing roofing system components so insulation is not exposed to B. Sheet Flashing: Manufacturer's standard unreinforced TPO sheet flashing, 55 precipitation or left exposed at end of workday. 3.7 FIELD QUALITY CONTROL B. Installer Qualifications: A qualified firm that is approved, authorized, or licensed mils (1.4 mm) thick, minimum, of same color as TPO sheet. by roofing system manufacturer to install manufacturer's product and that is B. Comply with roofing system and roof insulation manufacturer's written instructions A. Testing Agency: Engage a qualified testing agency to perform tests and to eligible to receive manufacturer's special warranty. C. Prefabricated Pipe Flashings: As recommended by roof membrane manufacturer. for installing roof insulation. inspect substrate conditions, surface preparation, roof membrane application, sheet flashings, protection, and drainage components, and to furnish reports to D. Roof Vents: As recommended by roof membrane manufacturer. C. Installation Over Metal Decking: Architect. 1.8 DELIVERY, STORAGE, AND HANDLING 6 1. Size: Not less than 4-inch (100-mm) diameter. 1. Install base layer of insulation with end joints staggered not less than 12 B. Final Roof Inspection: Arrange for roofing system manufacturer's technical A. Deliver roofing materials to Project site in original containers with seals unbroken inches (305 mm) in adjacent rows and with long joints continuous at right personnel to inspect croofing installation on completion, in presence of Architect, and labeled with manufacturer's name, product brand name and type, date of E. Bonding Adhesive: Manufacturer's standard. angle to flutes of decking. and to prepare inspection report. manufacture, approval or listing agency markings, and directions for storing and F. Metal Termination Bars: Manufacturer's standard, predrilled stainless steel or mixing with other components. aluminum bars, approximately 1 by 1/8 inch (25 by 3 mm) thick; with anchors. a. Locate end joints over crests of decking. C. Repair or remove and replace components of roofing system where inspections indicate that they do not comply with specified requirements. B. Store liquid materials in their original undamaged containers in a clean, dry, b. Trim insulation neatly to fit around penetrations and projections, and to protected location and within the temperature range required by roofing system G. d tor ll i i l d d t ' t f M tt l B t MeaBattens: Manufacturer's standard, aluminum -zinc -alloy -coated fit tight to intersecting sloping roof decks. D. Additional testing and inspecting, at Contractor's expense, will be performed to manufacturer. Protect stored liquid material from direct sunlight. zinc -coated steel sheet, approximately 1 inch wide by 0.05 inch thick (25 mm determine if replaced or additional work complies with specified requirements. wide by 1.3 mm thick), prepunched. c. Make joints between adjacent insulation boards not more than 1/4 inch 1. Discard and legally dispose of liquid material that cannot be applied within its (6 mm) in width. stated shelf life. H. Fasteners: Factory -coated steel fasteners and metal or plastic plates complying 3.8 PROTECTING AND CLEANING with corrosion -resistance provisions in FM Approvals 4470, designed for d. At internal roof drains, slope insulation to create a square drain sump A. Protect roofing system from damage and wear during remainder of construction C. Protect roof insulation materials from physical damage and from deterioration by fastening roofing components to substrate, and acceptable to roofing system with each side equal to the diameter of the drain bowl plus 24 inches period. When remaining construction does not affect or endanger roofing system, sunlight, moisture, soiling, and other sources. Store in a dry location. Comply with manufacturer. (610 mm). inspect roofing system for deterioration and damage, describing its nature and insulation manufacturer's written instructions for handling, storing, and protecting during installation. I. Miscellaneous Accessories: Provide pourable sealers, preformed cone and vent 1) Trim insulation so that water flow is unrestricted. extent in a written report, with copies to Architect and Owner. 7 D. Handle and store roofing materials, and place equipment in a manner to avoid sheet flashings, preformed inside and outside comer sheet flashings, T joint covers, lap sealants, termination reglets, and other accessories. e. Fill gaps exceeding 1/4 inch (6 mm) with insulation. B. Correct deficiencies in or remove roofing system that does not comply with permanent deflection of deck. requirements, repair substrates, and repair or reinstall roofing system to a f. Cut and fit insulation within 1/4 inch (6 mm) of nailers, projections, and condition free of damage and deterioration at time of Substantial Completion and 2.4 ROOF INSULATION penetrations. according to warranty requirements. 1.9 FIELD CONDITIONS A. General: Preformed roof insulation boards manufactured or approved by TPO g. Mechanically attach base layer of insulation using mechanical fasteners C. Clean overspray and spillage from adjacent construction using cleaning agents A. Weather Limitations: Proceed with installation only when existing and forecasted roof membrane manufacturer, approved for use in FM Approvals' RoofNav listed specifically designed and sized for fastening specified board -type roof procedures recommended b and p y manufacturer of affected construction. weather conditions permit roofing system to be installed according to roof assemblies. insulation to metal decks. manufacturer's written instructions and warranty requirements. B. Polyisocyanurate Board Insulation: ASTM C1289, [Type II, Class 1, Grade 2] 1) Fasten insulation according to requirements in FM Approvals' END OF SECTION 07 54 23 1.10 WARRANTY [Type tl, Class 2, Grade 2], felt or glass -fiber mat facer on both major surfaces. RoofNav for specified Windstorm Resistance Classification. A. Special Warranty: Manufacturer agrees to repair or replace components of 1. Manufacturers: Subject to compliance with requirements, available 2 Fasten insulation to resists specified uplift pressure at comers, ) p p roofing system that fail in materials or workmanship within specified warranty manufacturers offering products that may be incorporated into the Work perimeter, and field of roof. period. include, but are not limited to, the following: 2. Install upper layers of insulation and tapered insulation with joints of each $ 1. Special warranty includes roof membrane, base flashings, roof insulation, a. Carlisle SynTec Incorporated. layer offset not less than 12 inches (305 mm) from previous layer of fasteners, and other components of roofing system. b. Firestone Building Products. insulation. 2. Warranty Period: 20 years from date of Substantial Completion. c. GAF. a. Install with long joints continuous and with end joints staggered not less than 12 inches (305 mm) in adjacent rows. PART 2 -PRODUCTS d. Insulfoam - a division of Carlisle Construction Materials Inc. e. Johns Manville; a Berkshire Hathaway company. 2.1 PERFORMANCE REQUIREMENTS f. Rmax, Inc. 0 10 A. General Performance: Installed roofing system and flashings shall withstand specified uplift pressures, thermally induced movement, and exposure to weather without failure due to defective manufacture, fabrication, installation, or other defects in construction. Roof system and flashings shall remain watertight. 1 ISSUE FOR CONSTRUCTION 07/15/22 JWT JWT JWT TC TC 0 ISSUE FOR PERMIT 06/24/22 JWT JWT JWT TC TC REV REVISION DESCRIPTION DATE JDRWN DSGN CHKD QC APPD REF. DWG. NO REFERENCE DRAWING TITLE NOT USED 07/15/2022 CLIENT PROJECT NO.: ❑❑ MERRICK000 UP` MERRICK PROJECT NO.: 3021600491 SCALE: AS NOTED TITLE: WT-BTB ZEPHYRHILLS EXPANSION ARCHITECTURAL SPECIFICATIONS REVISION: DRAWING NO.: SHEET NO.: 1 A002 OF '- 1 2 i E 5 f 7 10 0 C 0 10 F C W I I J V 51 C I E F Cr no J z Oz �w OuJ w w CD 0 Q 0 a = M I- m u- Ow 07 z O g7 F w� F� X w w 0 zz O = Lu a= zZ - z ry ¢ O0 ww J U O� �0 z_a ww 07 m _� Or-z OLL UJ r.0 z J m OU t¢- w =) 2 U) O wW m 11� OO W wOf Uj �-2 z LU U) OO w ru a - J Q O w0 0 O z= H � Z 0 0¢ Z Y 07 W F-- W w F_: J UO wU) a k aw oz wo z Lw w= oF- ¢a Om J Y Q U = 07 w w m= U =07 ¢ Z a Q w aui U of uJO 00 ~z w U � Y H 3: zW zw Cn ~ O � z ¢ O = O_ U z O V z0 O_ w~ W U ww 0 0� }w zU) ¢ Lu z� ¢ v �w z0 �CL a o Lu U)w =r0 1 FA 3 4 A A 7 N. �91 10 SECTION 08 33 23 - OVERHEAD COILING DOORS PART1-GENERAL 1.1 SUMMARY A. Section Includes: 1. Insulated service doors. 1.2 ACTION SUBMITTALS A. Product Data: For each type and size of overhead coiling door and accessory. 1. Include construction details, material descriptions, dimensions of individual components, profiles for slats, and finishes. B. Shop Drawings: For each installation and for special components not dimensioned or detailed in manufacturer's product data. 1. Include plans, elevations, sections, and mounting details. 2. Include details of equipment assemblies, and indicate dimensions, required clearances, method of field assembly, components, and location and size of each field connection. 3. Include points of attachment and their corresponding static and dynamic loads imposed on structure. 4. For exterior components, include details of provisions for assembly expansion and contraction and for excluding and draining moisture to the exterior. 5. Curtain slats. 6. Bottom bar. 7. Guides. 8. Brackets. 9. Hood. 10. Locking device(s). 1.3 CLOSEOUT SUBMITTALS A. Maintenance Data: For overhead coiling doors to include in maintenance manuals. 1.4 QUALITY ASSURANCE A. Installer Qualifications: An entity that employs installers and supervisors who are trained and approved by manufacturer for both installation and maintenance of units required for this Project. 1. Maintenance Proximity: Not more than [two] <Insert number> hours' normal travel time from Installer's place of business to Project site. 1.5 WARRANTY A. Special Warranty: Manufacturer agrees to repair or replace components of doors that fail in materials or workmanship within specified warranty period. 1. Warranty Period: Two years from date of Substantial Completion. PART 2 -PRODUCTS 2.1 MANUFACTURERS A. Source Limitations: Obtain overhead coiling doors from single source from single manufacturer. 2.2 PERFORMANCE REQUIREMENTS A. Accessibility Standard: Comply with applicable provisions in the USDOJ's "2010 ADA Standards for Accessible Design" and ICC Al 17.1. B. Structural Performance, Exterior Doors: Capable of withstanding the following design wind loads: 1. Design Wind Load: As indicated on Drawings. 2. Testing: According to ASTM E330/E33OM[ or DASMA 108 for garage doors and complying with acceptance criteria of DASMA 108] <Insert requirement>. 3. Deflection Limits: Design overhead coiling doors to withstand design wind load without evidencing permanent deformation or disengagement of door components. 4. Operability under Wind Load: Design overhead coiling doors to remain operable under design wind load, acting inward and outward. C. Windbome-Debris Impact Resistance: Provide impact-protective]overhead coiling doors that pass ASTM El886 missile -impact and cyclic -pressure tests according to ASTM E1996 for Wind Zone 2 for basic protection. D. Seismic Performance: Overhead coiling doors shall withstand the effects of earthquake motions determined according to ASCE/SEI 7. 2.3 DOOR ASSEMBLY A. Insulated Service Door: Overhead coiling door formed with curtain of interlocking metal slats. 1. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: a. C.H.I. Overhead Doors, Inc. b. Clopay Building Products. c. Cookson Company. d. Cornell. e. Overhead Door Corporation. f. Raynor. g. Wayne -Dalton Corp. B. Operation Cycles: Door components and operators capable of operating for not less than 50,000. One operation cycle is complete when a door is opened from the closed position to the fully open position and returned to the closed position. C. Air Infiltration: Maximum rate of 1.0 cfm/sq. ft. (5.1 Us per sq. m) at 15 and 25 mph (24.1 and 40.2 km/h) when tested according to ASTM E283. D. Insulated Door Curtain R-Value: 4.5 deg F x h x sq. ft./Btu (0.792 K x sq. m/W). E. Insulated Door Assembly U-Factor: 0.90 Btu/deg F x h x sq. ft. (5.1 W/K x sq. m). F. Door Curtain Material: Galvanized steel. G. Door Curtain Slats: Flat profile slats of 2-5/8-inch (67-mm) center -to -center height. 1. Insulated -Slat Interior Facing: Metal. 2. Gasket Seal. Manufacturer's standard continuous gaskets between slats. H. Bottom Bar: Two angles, each not less than 1-1/2 by 1-1/2 by 1/8 inch (38 by 38 by 3 mm) thick; fabricated from hot -dip galvanized steel and finished to match door. 1. Curtain Jamb Guides: Galvanized steel with exposed finish matching curtain slats. J. Hood: Match curtain material and finish. 1. Shape: Round. 2. Mounting: Face of wall. K. Locking Devices: Equip door with slide bolt for padlock and chain lock keeper. L. Manual Door Operator: Chain -hoist operator. M. Curtain Accessories: Equip door with Weatherseals, astragal and push/pull handles. N. Door Finish: 1. Baked -Enamel or Powder -Coated Finish: Color as selected by Architect from manufacturer's full range. 2. Interior Curtain -Slat Facing: Match finish of exterior curtain -slat face. 2.4 DOOR CURTAIN MATERIALS AND CONSTRUCTION A. Door Curtains: Fabricate overhead coiling -door curtain of interlocking metal slats, designed to withstand wind loading indicated, in a continuous length for width of door without splices. Unless otherwise indicated, provide slats of thickness and mechanical properties recommended by door manufacturer for performance, size, and type of door indicated, and as follows: 1. Steel Door Curtain Slats: Zinc -coated (galvanized), cold -rolled structural -steel sheet; complying with ASTM A653/A653M, with G90 (Z275) zinc coating; nominal sheet thickness (coated) of 0.028 inch (0.71 mm); and as required. 2. Insulation: Fill slats for insulated doors with manufacturer's standard thermal insulation complying with maximum flame -spread and smoke -developed indexes of 75 and 450, respectively, according to ASTM E84 or UL 723. Enclose insulation completely within slat faces. 3. Metal Interior Curtain -Slat Facing: Match metal of exterior curtain -slat face, with minimum steel thickness of 0.010 inch (0.25 mm). B. Curtain Jamb Guides: Manufacturer's standard angles or channels and angles of same material and finish as curtain slats unless otherwise indicated, with sufficient depth and strength to retain curtain, to allow curtain to operate smoothly, and to withstand loading. Slot bolt holes for guide adjustment. Provide removable stops on guides to prevent overtravel of curtain. 2.5 HOODS A. General: Form sheet metal hood to entirely enclose coiled curtain and operating mechanism at opening head. Contour to fit end brackets to which hood is attached. Roll and reinforce top and bottom edges for stiffness. Form closed ends for surface -mounted hoods and fascia for any portion of between jamb mounting that projects beyond wall face. Equip hood with intermediate support brackets as required to prevent sagging. 1. Galvanized Steel: Nominal 0.028-inch- (0.71-mm-) thick, hot -dip galvanized -steel sheet with G90 (Z275) zinc coating, complying with ASTM A653/A653M. 2.6 LOCKING DEVICES A. Slide Bolt: Fabricate with side -locking bolts to engage through slots in tracks for locking by padlock, located on both left and right jamb sides, operable from coil side. B. Chain Lock Keeper: Suitable for padlock. 2.7 CURTAIN ACCESSORIES A. Weatherseals for Exterior Doors: Equip each exterior door with weather-stripping gaskets fitted to entire exterior perimeter of door for a weather -resistant installation unless otherwise indicated. 1. At door head, use 1/8-inch- (3-mm-) thick, replaceable, continuous -sheet baffle secured to inside of hood or field -installed on the header. 2. At doorjambs, use replaceable, adjustable, continuous, flexible, 1/8-inch- (3-mm-) thick seals of flexible vinyl, rubber, or neoprene. B. Astragal for Interior Doors: Equip each door bottom bar with a replaceable, adjustable, continuous, compressible gasket of flexible vinyl, rubber, or neoprene as a cushion bumper. C. Push/Pull Handles: Equip each push -up -operated or emergency -operated door with lifting handles on each side of door, finished to match door. 2.8 COUNTERBALANCE MECHANISM A. General: Counterbalance doors by means of manufacturer's standard mechanism with an adjustable -tension, steel helical torsion spring mounted around a steel shaft and contained in a spring barrel connected to top of curtain with barrel rings. Use grease -sealed bearings or self-lubricating graphite bearings for rotating members. B. Counterbalance Barrel: Fabricate spring barrel of manufacturer's standard hot -formed, structural -quality, seamless or welded carbon -steel pipe, of sufficient diameter and wall thickness to support rolled -up curtain without distortion of slats and to limit barrel deflection to not more than 0.03 in./ft. (2.5 mm/m) of span under full load. C. Counterbalance Spring: One or more oil -tempered, heat -treated steel helical torsion springs. Size springs to counterbalance weight of curtain, with uniform adjustment accessible from outside barrel. Secure ends of springs to barrel and shaft with cast -steel barrel plugs. D. Torsion Rod for Counterbalance Shaft: Fabricate of manufacturer's standard cold -rolled steel, sized to hold fixed spring ends and cant' torsional load. E. Brackets: Manufacturer's standard mounting brackets of either cast iron or cold -rolled steel plate. 2.9 MANUAL DOOR OPERATORS A. General: Equip door with manual door operator by door manufacturer. B. Chain -Hoist Operator: Consisting of endless steel hand chain, chain -pocket wheel and guard, and gear -reduction unit with a maximum [25-Ibf (111-N)] [30-Ibf (133-N)] <Insert value> force for door operation. Provide alloy -steel hand chain with chain holder secured to operator guide. 2,10 GENERAL FINISH REQUIREMENTS A. Comply with NAAMM/NOMMA 500 for recommendations for applying and designating finishes. B. Appearance of Finished Work: Noticeable variations in same piece are not acceptable. Variations in appearance of adjoining components are acceptable if they are within the range of approved Samples and are assembled or installed to minimize contrast. 2.11 STEEL AND GALVANIZED -STEEL FINISHES A. Baked -Enamel or Powder -Coat Finish: Manufacturer's standard baked -on finish consisting of prime coat and thermosetting topcoat. Comply with coating manufacturer's written instructions for cleaning, pretreatment, application, and minimum dry film thickness. PART 3 -EXECUTION 3.1 EXAMINATION A. Examine substrates areas and conditions, with Installer present, for compliance with requirements for substrate construction and other conditions affecting performance of the Work. B. Examine locations of electrical connections. C. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 INSTALLATION, GENERAL A. Install overhead coiling doors and operating equipment complete with necessary hardware, anchors, inserts, hangers, and equipment supports; according to manufacturer's written instructions and as specified. B. Install overhead coiling doors, hoods, controls, and operators at the mounting locations indicated for each door. C. Accessibility: Install overhead coiling doors, switches, and controls along accessible routes in compliance with the accessibility standard. 3.3 ADJUSTING A. Adjust hardware and moving parts to function smoothly so that doors operate easily, free of warp, twist, or distortion. 1. Adjust exterior doors and components to be weather resistant. B. Lubricate bearings and sliding parts as recommended by manufacturer. C. Adjust seals to provide tight fit around entire perimeter. 3.4 MAINTENANCE SERVICE A. Initial Maintenance Service: Beginning at Substantial Completion, maintenance service shall include 12 months' full maintenance by skilled employees of coiling -door Installer. Include quarterly preventive maintenance, repair or replacement of worn or defective components, lubrication, cleaning, and adjusting as required for proper door operation. Parts and supplies shall be manufacturer's authorized replacement parts and supplies. 1. Perform maintenance, including emergency callback service, during normal working hours. 2. Include 24-hour-per-day, seven -day -per -week, emergency callback service. 3.5 DEMONSTRATION A. Engage a factory -authorized service representative to train Owner's maintenance personnel to adjust, operate, and maintain overhead coiling doors. END OF SECTION 08 33 23 1 ISSUE FOR CONSTRUCTION 07/15/22 JWT JWT JWT TC TC 0 ISSUE FOR PERMIT 06/24/22 JWT JWT JWT TC TC REV REVISION DESCRIPTION LDATE DRWN DSGN CHKD QC APPD REF. DWG. NO SECTION 08 36 13 - SECTIONAL DOORS C. Air Infiltration: Maximum rate of 0.4 cfm/sq. ft. (2.03 Us per sq. m) at 15 and 25 D. Push/Pull Handles: Equip each push-up operated or emergency -operated door PART 1 - GENERAL mph (24.1 and 40.2 km/h) when tested according to ASTM E 283. with galvanized -steel lifting handles on each side of door, finished to match door. 1.1 SUMMARY D. Installed R-Value: 4.5 deg F x h x sq. ft./Btu (0.792 K x sq. m/W). 2.7 LOCKING DEVICES A. Section includes manually operated sectional doors. E. Steel Sections: Zinc -coated (galvanized) steel sheet with G60 (Z180) zinc coating. A. Locking Device Assembly: Fabricate with cylinder lock, spring -loaded deadbolt, operating handle, cam plate, and adjustable locking bars to engage through slots 1.2 ACTION SUBMITTALS 1. Section Thickness: 2 inches (51 mm). in tracks. A. Product Data: For each type and size of sectional door and accessory. 2. Exterior -Face, Steel Sheet Thickness: O.D19-inch- (0.48-mm-) nominal B. Chain Lock Keeper: Suitable for padlock. coated thickness. 1. Include construction details, material descriptions, dimensions of individual components, profile door sections, and finishes. a. Surface: Flat. 2.8 COUNTERBALANCE MECHANISM 2. Include rated capacities, operating characteristics, electrical characteristics, 3. Insulation: Foamed in place. A. Torsion Spring: Counterbalance mechanism consisting of adjustable -tension and furnished accessories, torsion springs fabricated from steel -spring wire complying with 4. Interior Facing Material: Zinc -coated (galvanized) steel sheet with a nominal ASTM A 229/A 229M, mounted on torsion shaft made of steel tube or solid steel. B. Shop Drawings: For each installation and for special components not coated thickness of 0.019 inch (0.48 mm). Provide springs designed for number of operation cycles indicated. dimensioned or detailed in manufacturer's product data. F. Track Configuration: Vertical -lift track. B. Cable Drums and Shaft for Doors: Cast -aluminum or gray -iron casting cable 1. Include plans, elevations, sections, and mounting details. drums mounted on torsion shaft and grooved to receive door -lifting cables as G. Weatherseals: Fitted to bottom and top and around entire perimeter of door. door is raised. Mount counterbalance mechanism with manufacturer's standard 2. Include details of equipment assemblies. Indicate dimensions, required H. Roller -Tire Material: Manufacturer's standard. ball -bearing brackets at each end of torsion shaft. Provide one additional midpoint clearances, method of field assembly, components, and location and size of y p bracket for shafts up to 16 feet (4.88 m) long and two additional brackets at each field connection. I. Locking Devices: Equip door with locking device assembly and chain lock keeper. one-third points to support shafts more than 16 feet (4.88 m) long unless closer 3. Include points of attachment and their corresponding static and dynamic p p g y 1. Locking Device Assembly: Single jamb side. spacing is recommended by door manufacturer. loads imposed on structure. C. Cables: Galvanized -steel, multistrand, lifting cables with cable safety factor of at J. Counterbalance Type: Torsion spring. least 5 to 1. 1.3 CLOSEOUT SUBMITTALS K. Manual Door Operator: Chain -hoist operator. D. Cable Safety Device: Include a spring -loaded steel or spring -loaded bronze cam A. Maintenance Data: For sectional doors to include in maintenance manuals. L. Door Finish: mounted to bottom door roller assembly on each side and designed to automatically stop door if either lifting cable breaks. 1.4 QUALITY ASSURANCE 1. Baked -Enamel or Powder -Coat Finish: Color and gloss as selected by E. Bracket: Provide anchor support bracket as required to connect stationary end of Architect from manufacturer's full range. spring to the wall and to level the shaft and prevent sag. A. Installer Qualifications: An entity that employs installers and supervisors who are trained and approved b manufacturer for both installation and maintenance of pp Y 2. Finish of Interior Facing Material: Finish as selected by Architect from F. Bumper: Provide spring bumper at each horizontal track to cushion door at end of units required for this Project. q 1 manufacturer's full range. opening operation. 1.5 WARRANTY 2.4 STEEL DOOR SECTIONS 2.9 MANUAL DOOR OPERATORS A. Special Warranty: Manufacturer agrees to repair or replace components of p y 9 p p p A. Exterior Section Faces and Frames: Zinc -coated (galvanized), cold -rolled, A. General: Equip door with manual door operator by door manufacturer. sectional doors that fail in materials or workmanship within specified warranty commercial steel (CS) sheet, complying with ASTM A 653/A 653M, with indicated period. zinc coating and thickness. 9 B. Chain -Hoist Operator. Consisting of endless steel hand chain, chain -pocket wheel 1. Failures include, but are not limited to, the following: 1. Fabricate section faces from single sheets to provide sections not more than and guard, and gear -reduction unit with a maximum 25-Ibf (111-N) force for door operation. Provide alloy -steel hand chain with chain holder secured to operator 24 inches (610 mm) high and of indicated thickness. Roll horizontal meeting a. Structural failures including, but not limited to, excessive deflection. edges to a continuous, interlocking, keyed, rabbeted, shiplap, or guide. tongue -in -groove weather -resistant seal, with a reinforcing flange return. b. Failure of components or operators before reaching required number of 2.10 GENERAL FINISH REQUIREMENTS operation cycles. 2. For insulated doors, provide sections with continuous thermal -break construction, separating the exterior and interior faces of door. A. Comply with NAAMM/NOMMA's "Metal Finishes Manual for Architectural and c. Faulty operation of hardware. Metal Products (AMP 500-06)" for recommendations for applying and designating B. Section Ends and Intermediate Stiles: Enclose open ends of sections with finishes. d. Deterioration of metals, metal finishes, and other materials beyond channel end stiles formed from galvanized -steel sheet not less than 0.064-inch- normal weathering and use; rust through. (1.63-mm-) nominal coated thickness and welded to door section. Provide B. Appearance of Finished Work: Noticeable variations in same piece are not e. Delamination of exterior or interior facing materials. intermediate stiles formed from not less than 0.064-inch- (1.63-mm-) thick acceptable. Variations in appearance of adjoining components are acceptable if galvanized -steel sheet, cut to door section profile, and welded in place. Space they are within the range of approved Samples and are assembled or installed to 2. Warranty Period: Five years from date of Substantial Completion. stiles not more than 48 inches (1219 mm) apart. minimize contrast. B. Special Finish Warranty: Manufacturer agrees to repair or replace components C. Reinforce bottom section with a continuous channel or angle conforming to 2.11 STEEL AND GALVANIZED -STEEL FINISHES that show evidence of deterioration of factory -applied finishes within specified bottom -section profile and allowing installation of astragal. warranty period. D. Reinforce sections with continuous horizontal and diagonal reinforcement, as A. Baked -Enamel or Powder -Coat Finish: Manufacturer's standard baked -on finish 1. Warranty Period: 10 years from date of Substantial Completion. required to stiffen door and for wind loading. Provide galvanized -steel bars, struts, consisting of prime coat and thermosetting topcoat. Comply with coating trusses, or strip steel, formed to depth and bolted or welded in place. manufacturer's written instructions for cleaning, pretreatment, application, and minimum dry film thickness. PART 2 - PRODUCTS E. Provide reinforcement for hardware attachment. 2.1 MANUFACTURERS, GENERAL F. Foamed -in -Place Thermal Insulation: Insulate interior of steel sections with door PART 3 - EXECUTION manufacturer's standard CFC-free polyurethane insulation, foamed in place to A. Source Limitations: Obtain sectional doors from single source from single completely fill interior of section and pressure bonded to face sheets to prevent 3.1 EXAMINATION manufacturer. delamination under wind load, and with maximum flame -spread and smoke -developed indexes of 75 and 450, respectively, according to ASTM E 84. A. Examine substrates, areas, and conditions, with Installer present, for compliance 1. Obtain operators and controls from sectional door manufacturer. Enclose insulation completely within steel sections and the interior facing material, with requirements for substrate construction and other conditions affecting with no exposed insulation. performance of the Work. 2.2 PERFORMANCE REQUIREMENTS G. Interior Facing Material: Zinc -coated (galvanized), cold -rolled, commercial steel B. Examine locations of electrical connections. A. General Performance: Sectional doors shall comply with performance (CS) sheet, complying with ASTM A 653/A 653M, with indicated thickness. C. Proceed with installation only after unsatisfactory conditions have been corrected. requirements specified without failure due to defective manufacture, fabrication, H. Fabricate sections so finished door assembly is rigid and aligned, with tight installation, or other defects in construction and without requiring temporary hairline joints and free of warp, twist, and deformation. 3.2 INSTALLATION installation of reinforcing components. B. Structural Performance, Exterior Doors: Capable of withstanding the design wind p 9 9 2.5 TRACKS, SUPPORTS, AND ACCESSORIES A. Install sectional doors and operating equipment complete with necessary hardware, anchors, inserts, hangers, and equipment supports; according to loads. A. Tracks: Manufacturer's standard, galvanized -steel track system of configuration manufacturer's written instructions and as specified. 1. Design Wind Load: As indicated on Drawings. indicated, sized for door size and weight, designed for lift type indicated and B. Tracks: 2. Testing: According to ASTM E 330. clearances indicated on Drawings, Provide complete system including brackets, bracing, and reinforcement to ensure rigid support of ball -bearing roller guides for 1. Fasten vertical track assembly to opening jambs and framing, spaced not 3. Deflection Limits: Design sectional doors to withstand design wind loads required door type, size, weight, and loading. more than 24 inches (610 mm) apart. without evidencing permanent deformation or disengagement of door 1. Galvanized Steel: ASTM A 653/A 653M, minimum G60 (Z180) zinc coating. C. Accessibility: Install sectional doors, switches, and controls along accessible components. routes in compliance with regulatory requirements for accessibility. a. Deflection of door sections in horizontal position (open) shall not exceed 2. Slope tracks at an angle from vertical or design tracks to ensure tight closure 1/120 of the door width. at jambs when door unit is closed. 3.3 STARTUP SERVICES b. Deflection of horizontal track assemblyshall not exceed 1/240 of the 3. Track Reinforcement and Supports: Galvanized -steel members to support track without sag, sway, and vibration during opening and closing of doors. A. Engage afactory-authorized service representative to perform startup service. door height. Slot vertical sections of track spaced 2 inches (51 mm) apart for door -drop 1. Complete installation and startup checks according to manufacturer's written 4. Operability under Wind Load: Design overhead coiling doors to remain p tY 9 9 safety device. instructions. operable under design wind load, acting inward and outward. a. For Vertical Track: Continuous reinforcing angle attached to track and C. Windbome-Debris Impact Resistance: Provide sectional doors that pass attached to wall with jamb. 3.4 ADJUSTING missile -impact and cyclic -pressure tests according to ASTM E 1996 for Wind B. Weatherseals: Replaceable, adjustable, continuous, compressible A. Adjust hardware and moving parts to function smoothly so that doors operate Zone 2. weather-stripping gaskets of flexible vinyl, rubber, or neoprene fitted to bottom easily, free of warp, twist, or distortion. D. Seismic Performance: Sectional doors shall withstand the effects of earthquake and top of sectional door unless otherwise indicated. motions determined according to ASCE/SEI 7. B. Lubricate bearings and sliding parts as recommended by manufacturer. 2.6 HARDWARE C. Adjust doors and seals to provide weather -resistant fit around entire perimeter. 2.3 DOOR ASSEMBLY A. General: Heavy-duty, corrosion -resistant hardware, with hot -dip galvanized, D. Touch-up Painting: Immediately after welding galvanized materials, clean welds A. Steel Sectional Door: stainless -steel, or other corrosion -resistant fasteners, to suit door type. and abraded galvanized surfaces and repair galvanizing to comply with ASTM A 780/A 780M. 1. Manufacturers: Subject to compliance with requirements, available B. Hinges: Heavy-duty, galvanized -steel hinges 9 vY tY, es of not less than 0.079-inch- 9 9 manufacturers offering products that may be incorporated into the Work (2.01-mm-) nominal coated thickness at each end stile and at each intermediate include, but are not limited to the following: stile, according to manufacturer's written recommendations for door size. Attach 3.5 DEMONSTRATION hinges to door sections through stiles and rails with bolts and lock nuts or lock A. Engage a factory -authorized service representative to train Owner's maintenance a. C.H.I. Overhead Doors, Inc. washers and nuts. Use rivets or self -tapping fasteners where access to nuts is personnel to adjust, operate, and maintain sectional doors. b. Clopay Building Products. impossible. Provide double -end hinges where required, for doors more than 16 C. Overhead Door Corporation. feet (4.88 m) wide unless otherwise recommended by door manufacturer. END OF SECTION 08 36 13 d. Raynor Garage Doors. C. Rollers: Heavy-duty rollers with steel ball -bearings in case-hardened steel races, C. Rite -Hite Holding Corporation. mounted with varying projections to suit slope of track. Extend roller shaft through f. Wayne Dalton; a division of Overhead Door Corporation. both hinges where double hinges are required. Provide 3-inch- (76-mm-) diameter roller tires for 3-inch- (76-mm-) wide track and 2-inch- (51-mm-) B. Operation Cycles: Door components and operators capable of operating for not diameter roller tires for 2-inch- (51-mm-) wide track. less than 100,000. One operation cycle is complete when a door is opened from the closed position to the fully open position and returned to the closed position. REFERENCE DRAWING TITLE UUTHERESAPALLAWAYFh'ED IX 07/15/2022 CLIENT PROJECT NO.: 000 ❑u ❑ MERRICK*000- qW_,MC_ MERRICK PROJECT NO.: 3021600491 SCALE: AS NOTED TITLE: WT-BTB ZEPHYRHILLS EXPANSION ARCHITECTURAL SPECIFICATIONS REVISION: DRAWING NO.: SHEET NO.: 1 A003 -- OF -- 2 3 4 5 7 E 10 A I B A A E F C H I I J A I B I C I D I E I F ( G I H I I I J SECTION 11 13 13 - LOADING DOCK BUMPERS SECTION 11 13 19 - STATIONARY LOADING DOCK EQUIPMENT 1 PART 1 -GENERAL PART 1 -GENERAL E. Platform: Not less than 3/8- (9.5-)inch- (mm-) thick, nonskid steel plate. c. Poweramp. 3.6 ADJUSTING 1.1 SUMMARY 1.1 SUMMARY 1. Platform Width: As indicated on Drawings. d. Rite -Hite Corporation. A. Adjust loading dock equipment to function smoothly and safely and lubricate as A. Section includes loading dock bumpers. A. Section Includes: 2. Platform Length: As indicated on Drawings. e. Serco; An Entrematic brand. recommended by manufacturer. 1. Recessed loading dock levelers. 3. Frame: Manufacturer's standard. B. Electrical Components, Devices, and Accessories: Listed and labeled as defined B. Test dock levelers for vertical travel and adjust to maintain operating range 1.2 ACTION SUBMITTALS in NFPA 70, by a qualified testing agency, and marked for intended location and indicated. 2. Truck restraints. 4. Toe Guards: Equip open sides of dock leveler over range indicated with steel application. A. Product Data: For each type of loading dock bumper. toe guards. C. After completing installation of exposed, factory -finished loading dock equipment, 3. Light communication systems. C. Standard: Comply with MH 30.3. inspect exposed finishes and repair damaged finishes. >- B. Shop Drawings: For dock bumpers. Include plans, elevations, sections, and a. Toe -Guard Range: Entire upper operating range. Z attachment details. 1.2 DEFINITIONS D. Rated Capacity: Capable of supporting total gross load of 32,000 (14 515) lb. Z F. Hinged Lip: Not less than 1- (25-)inch- (mm-) thick, nonskid steel plate. (kg) without permanent deflection or distortion. 3.7 MAINTENANCE SERVICE w O g PART 2 -PRODUCTS A. Operating Range: Maximum amount of travel above and below the loading dock level. 1. Hin e; Full -width, Iano- a hin a with hea wall hin a tube and rease g P tYP 9 vY g g E. Operating Range: Capable of restraining rear -impact guards within a range from: A. Beginning at Substantial Completion, maintenance service shall include 12 g g P w fittings, with gussets on lip and ramp for support. months' full maintenance by skilled employees of loading dock equipment w � O 2 2.1 LOADING DOCK BUMPERS B. Working Range: Recommended amount of travel above and below the loading 1. Vertical Range: Minimum of 7 inches (178 mm) to maximum of 34 inches Installer. Include quarterly preventive maintenance, repair or replacement of worn -, O ¢ dock level for which loading and unloading operations can take place, 2. Safety Barrier Lip: Designed to protect material -handling equipment from an (864 mm) above driveway. or defective components, lubrication, cleaning, and adjusting as required for P g ) 9 q It o.. A. General: Surface -mounted bumpers; of type, size, and construction indicated; accidental fall from loading platform edge of the dock leveler when the g p 9 proper loading dock equipment operation at rated speed and capacity. Parts and a = designed to absorb kinetic energy and minimize damage to loading dock leveler is not in use. 2. Horizontal Range: Zero to 15 inches (381 mm) in front of dock bumpers. supplies shall be manufacturer's authorized replacement parts and supplies. = W structure. 1.3 COORDINATION I- wm G. Function: Dock levelers shall compensate for differences in height between truck F. Power Operating System: Manufacturer's standard electromechanical or O g 1. Manufacturers: Subject to compliance with requirements, available A. Coordinate size and location of loading dock equipment indicated to be attached g9 bed and loading platform. P hydraulic unit. 3.8 DEMONSTRATION cn UJ Z cn manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: to or recessed into concrete or masonry, and furnish anchoring devices with templates, diagrams, and instructions for their installation p 9 1. Vertical Travel: Operating range above platform level of sufficient height to 1. Remote -Control Station: Single -button station of the constant -pressure type, A. Engage a factory -authorized service representative to train Owner's maintenance O o_ enable lip to extend and clear truck bed before contact with the following enclosed in NEMA ICS 6, Type 12 box. Restraint is engaged by depressing personnel to adjust, operate, and maintain loading dock equipment. Z a a. Rite -Hite Corporation. B. Coordinate installation of cast -in -place items. Furnish setting drawings and minimum working range: and holding button; restraint is released by releasing button. w W p b. Serco; An Entrematic brand. templates. a. Above Adjoining Platform: 12 inches (305 mm). 2. Interlock: Leveler does not operate while truck restraint is not engaged. END OF SECTION 11 13 19 = Z C. Electrical System Roughing -in: Coordinate layout and installation of loading dock 00 2. Source Limitations: Obtain from single source from single manufacturer. equipment with connections to power supplies and interlocked equipment. b. Below Adjoining Platform: 12 inches (305 mm). G. Rear -Impact -Guard Sensor: Detects presence of rear -impact guard and w m = B. Laminated -Tread Loading Dock Bumper: Fabricated from multiple, uniformly thick 2. Automatic Vertical Compensation: Floating travel of ramp with lip extended automatically returns to stored position if rear -impact guard is not engaged. a Z Z 3 lies cut from fabric -reinforced rubber tires. Laminate lies under pressure on not P P� p 1.4 ACTION SUBMITTALS and resting on truck bed shall compensate automatically for upward or 9 p Y P H. Caution Signs: Exterior, surface mounted; designed to inform both dock 9 9 ¢ less than two 3/4-inch- (19-mm-) diameter, steel supporting rods that are welded A. Product Data: For each type of product. downward movement of truck bed during loading and unloading. attendant and truck driver; with sign copy as follows. Provide one sign at each O 0 at one end to 1/4-inch- (6-mm-) thick, structural -steel end angle and secured with truck -restraint location. w w U a nut and angle at the other end. Fabricate angles with predrilled anchor holes 1. Include construction details, material descriptions, dimensions of individual 3. Automatic Lateral Compensation: Tilting of ramp with lip extended and O o and sized to provide not less than 1 inch (25 mm) of tread plies extending beyond components and profiles, and finishes for stationary loading dock equipment. resting on truck bed shall compensate automatically for canted truck beds of 1. Sign Copy in Forward and Reverse Text: Manufacturers standard text = 0 the face of closure angles. up to 4 inches (102 mm) over width of ramp. permitting truck movement with green light. 2. Include rated capacities, operating characteristics, electrical characteristics, Z 13- w 1. Thickness: 6 inches (152 mm). and furnished specialties and accessories. P 4. Lip Operation: Manufacturer's standard mechanism, which automatically 2. Interior Sign Copy: Manufacturer's standard text permitting truck movement W m extends and supports hinged lip on ramp edge with lip resting on truck bed with green light. > > w ¢ 2. Vertical Style: 8 inches (203 mm) wide by 20 inches (508 mm) high. B. Shop Drawings: For stationary loading dock equipment. over dock leveler's working range, allows lip to yield under impact of I. Light Communication System: Red and green illuminated signal -light sets, with W 2 incoming truck and automatically retracts lip when truck departs. It r- C. Steel -Face, Laminated -Tread Loading Dock Bumpers: Fabricated from multiple, 1. Include plans, elevations, sections, and attachment details. lens approximately 4 inches (102 mm) in diameter, designed to indicate status to w UJ uniformly thick plies cut from fabric -reinforced rubber tires and with 3/8-inch 2. Include details of equipment assemblies. Indicate dimensions, weights, ZO m 9.5-mm steel of same size as rubber surface. laminate lies under ( ) faceplateP P loads, required clearances, method of field assembly, components, and from ramp edge. located at interior of dock that includes illuminated lights indicating status of exterior signal lights. Provide signal -light set and control panel at each location ¢ U r= w pressure on not less than two 3/4-inch- (19-mm-) diameter, steel supporting rods location and size of anchors and each field connection. 5. Automatic Ramp Return: Automatic return of unloaded ramp, from raised or indicated for light communication system. Enclose exterior signal -light sets in that are welded at one end to 1/4-inch- (6-mm-) thick, structural -steel end angle 3. Include diagrams for power, signal, and control wiring. lowered positions to stored position, level with platform, as truck departs. steel or plastic housing with sunshade. to O 4 and secured with a nut and angle at the other end. Fabricate angles with w m m predrilled anchor holes and sized to provide not less than 1 inch (25 mm) of tread H. Hydraulic Operating System: Electric control from a remote -control station; fully 1. Automatic Operation: System is activated automatically when device O C-)plies extending beyond the face of closure angles. Weld faceplate to two steel 1.5 CLOSEOUT SUBMITTALS hydraulic operation. Electric -powered hydraulic raising and hydraulic lowering of engages rear -impact guard. Provide on -off switch located on truck -restraint r- iY support brackets, which shall extend back to and engage 3/4-inch- (19-mm-) ramp. Equip leveler with a packaged unit including a unitized, totally enclosed, control panel. w W diameter support rods in elongated holes, allowing steel face to float on impact. A. Operation and Maintenance Data: For stationary loading dock equipment to nonventilated electric motor, pump, manifold reservoir, and valve assembly of Z include in operation and maintenance manuals. proper size, type, and operation for capacity of leveler indicated. Include means 2. Mounting: Wall. U 1. Thickness: 6 inches (152 mm). for lowering ramp below platform level with lip retracted behind dock bumpers. J. Alarm: Audible and visual system indicating that rear -impact guard is not w of w J 2. Vertical Style: 8 inches (203 mm) wide by 20 inches (508 mm) high. 1.6 QUALITY ASSURANCE Provide a hydraulic velocity fuse connected to main hydraulic cylinder to limit loaded ramp's free fall to not more than 3 inches (76 mm). engaged, with manual reset. W m ¢ � J D. Anchorage Devices: Galvanized -steel anchor bolts, nuts, washers, bolts, sleeves, A. Installer Qualifications: An authorized representative who is trained and approved by manufacturer. 1. Remote -Control Station with Emergency Stop: Weatherproof multibutton 9 Y p� p K. Materials: O cast -in -place plates, and other anchorage devices as required to fasten bumpers control station with an UP button of the constant -pressure type and an 1. Steel Plates, Shapes, and Bars: ASTM A36/A36M. w securely in place and to suit installation type indicated. Hot -dip galvanized 1. Maintenance Proximity: Not more than two hours' normal travel time from emergency STOP button of the momentary -contact type, enclosed in z == according to ASTM Al53/A153M or ASTM F23291F2329M. Installer's place of business to Project site. NEMA ICS 6, Type 4 box. Ramp raises by depressing and holding UP 2. Steel Tubing: ASTM A500/A500M, cold formed. w ~ 1­_ � Z E. Materials: ASTM A361A36M for steel plates, shapes, and bars. Hot -dip galvanize 1.7 FIELD CONDITIONS button; ramp lowers at a controlled rate by releasing UP button. Ramp movement stops, regardless of position of ramp or lip, by depressing STOP 3. Welding Rods and Bare Electrodes: Select according to AWS specifications o O ZZ 5 according to ASTM Al23/A123M. button. Normal operation resumes by engaging a manual reset button or by for metal alloy welded. Z Y A. Field Measurements: Verify actual dimensions of construction contiguous with pulling out STOP button. L. Truck -Restraint Finish: Manufacturer's standard electrodeposited zinc coating. Cn cn PART 3 -EXECUTION stationary loading dock equipment, including recessed pit dimensions, slopes of H W driveways and heights of loading docks, by field measurements before 2. Independent Lip Operation: Electric -powered hydraulic raising and hydraulic M. Accessories: Interlock to dock leveler. U p 3.1 EXAMINATION fabrication. lowering of lip, controlled independent of raising and lowering of ramp. w m -' I. Construction: Fabricate dock -leveler frame, platform supports, and lip supports 2.3 FINISH REQUIREMENTS rn A. Examine areas and conditions, with Installer present, for compliance with W w EL Z requirements for installation tolerances and other conditions affecting Fabricate entire assembly to withstand deformation during both operating and A. Finish loading dock equipment after assembly and testing. 0 'S w performance of the Work. A. Manufacturer's Special Warranty: Manufacturer agrees to repair or replace dock stored phases of service. Chamfer lip edge to minimize obstructing wheels of B. Baked -on Factory Finish: Clean, pretreat, and apply manufacturer's standard Z O a w B. Proceed with installation only after unsatisfactory conditions have been corrected. levelers that fail in materials or workmanship within specified warranty period. material -handling vehicles. two -coat, baked -on finish consisting of prime coat and thermosetting topcoat. o 1. Failures include, but are not limited to, the following: 1. Cross -Traffic Support: Manufacturers standard method of supporting ramp 1. Color: Manufacturer's standard. ¢ Q 3.2 INSTALLATION, GENERAL a. Structural failures including cracked or broken structural support at platform level in stored position with lip retracted. Provide a means to w 00 m A. Loading Dock Bumpers: Attach loading dock bumpers to face of loading dock in a members, load -bearing welds, and front and rear hinges. release supports to allow ramp to descend below platform level. 2. Toe Guards: Paint to comply with ANSI Z535.1. Y U ¢ 6 manner that complies with requirements indicated for spacing, arrangement, and b. Faulty operation of operators, control system, or hardware. 2. Maintenance Strut: Integral strut to positively support ramp in up position PART 3- EXECUTION position relative to top of platform and anchorage. during maintenance of dock leveler. it w c. Deck plate failures including cracked plate or permanent deformation in UJ Cl) 1. Welded Attachment: Plug -weld anchor holes in contact with steel inserts and excess of 1!4 inch (6 mm) between deck supports. J. Materials: 3.1 EXAMINATION >- = m U fillet weld at other locations. d. Hydraulic system failures including failure of hydraulic seals and 1. Steel Plates, Shapes, and Bars: ASTM A36/A36M. A. Examine areas and conditions, with Installer present, for compliance with Q Z) w 0 2. Bolted Attachment: Attach dock bumpers to preset anchor bolts embedded in cylinders. Y 2. Steel Tubing: ASTM A500/A500M, cold formed. requirements for installation tolerances and other conditions affecting q g !Y p concrete or to cast -in -place inserts or threaded studs welded to performance of the Work. d Z embedded -steel plates or angles. If preset anchor bolts, cast -in -place inserts, 2. Warranty Period for Structural Assembly: 10 years from date of Substantial 3. Welding Rods and Bare Electrodes: Select according to AWS specifications = or threaded studs welded to embedded -steel plates or angles are not Completion. for metal alloy welded. B. Examine roughing -in for electrical systems for loading dock equipment to verify a- w provided, attach dock bumpers by drilling and anchoring with expansion actual locations of connections before equipment installation. w N U 0 anchors and bolts. 3. Warranty Period for Hydraulic System: Five years from date of Substantial K. Dock -Leveler Finish: Manufacturer's standard prime -paint or baked -on factory Completion. P finish. C. Examine walls and floors of its for suitable conditions where recessed loading p g == 3.3 ADJUSTING dock equipment is to be installed. Pits shall be plumb and square and properly rw ? 4. Warranty shall be for unlimited usage of leveler for the specified rated 1. Toe Guards: Baked -on factory finish. sloped for drainage from back to front of loading dock. 0 A. After completing installation of exposed, factory -finished dock bumpers, inspect capacity over the term of the warranty. L. Accessories: D. Proceed with installation only after unsatisfactory conditions have been corrected. Z Z 7 osed fi exposed and repair damaged finishes. U) PART 2 -PRODUCTS 1. Curb Angles: 3-by-3-by-1/4-inch (76-by-76-by-6-mm) galvanized -steel curb 2 - END OF SECTION 11 13 13 angles for edge of recessed leveler pit, with 1/2-inch- (13-mm-) diameter by 3.2 PREPARATION F- 0 2.1 RECESSED LOADING DOCK LEVELERS 6-inch- (152-mm-) long concrete anchors welded to angle at 6 inches (152 A. Set curb angles in concrete edges of dock -leveler recessed pits with tops flush Z W A. General: Recessed, hinged -lip -type dock levelers designed for permanent mm) O.C. with loading platform. Fit exposed connections together to form hairline joints. Q = installation in concrete pits preformed in the edge of loading platform; of type, 2. Self -Forming Pan: Manufacturer's standard prefabricated, self -forming steel B. Set curb angles in concrete edges of truck -leveler recessed pits with tops flush to 0 function, operation, capacity, size, and construction indicated; and complete with form system for poured -in -place construction of concrete pit. with driveway. Fit exposed connections together to form hairline joints. Z O controls, safety devices, and accessories required. ¢ ZO 3. Side and rear weatherseals. C. Place self -forming pan system for recessed dock levelers in proper relation to W 1. Manufacturers: Subject to compliance with requirements, available loading platform before pouring concrete. H manufacturers offering products that may be incorporated into the Worts 4. Foam insulation under dock -leveler platform. Zinclude, but are not limited to, the following: 5. Abrasive skid -resistant surface. D. Clean recessed pits of debris. J O F- U a. Blue Giant Equipment Corporation. 3.3 INSTALLATION, GENERAL U O b. Pentalift Equipment Corporation. 2.2 TRUCK RESTRAINTS 0 8 A. General: Manufacturer's standard device designed to engage truck's rear -impact A. Install loading dock equipment as required for a complete installation. W_ p U H c. Poweramp. guard and hold truck at loading dock. Restraint shall consist of an iron or steel 1. Rough -in electrical connections. � V d. Rite -Hite Corporation, restraining arm that raises until contacting rear -impact guard. Arm shall move It u- vertically, automatically adjusting to varying height of truck due to loading and 3.4 INSTALLATION OF RECESSED LOADING DOCK LEVELERS w Q e. Serco; An Entrematic brand. unloading operations, H 0 O>_ B. Electrical Components, Devices, and Accessories: Listed and labeled as defined 1. Manufacturers: Subject to compliance with requirements, available A. Attach dock levelers securely to loading dock platform, flush with adjacent loading � in NFPA 70, by a qualified testing agency, and marked for intended location and manufacturers offering products that may be incorporated into the Work dock surfaces and square to recessed pit. Q = application. include, but are not limited, to, the following: 3.5 INSTALLATION OF TRUCK RESTRAINTS Zw C. Standard: Comply with MH 30.1. a. Blue Giant Equipment Corporation. A. Attach truck in for U restraints a manner that complies with requirements Z D. Rated Capacity: Capable of supporting total gross load of 50,000 (20 412) lb. b. Pentalift Equipment Corporation. arrangement and height required for device to engage vehicle rear -impact 0 o_ (kg) without permanent deflection or distortion. guard. Interconnect control panel and signals with dock leveler. o � � w 9 �0 ius 1 ISSUE FOR CONSTRUCTION 07/15/22 JWT JWT JWT TC TC 0 ISSUE FOR PERMIT 06/24/22 JWT JWT JWT TC TC REV REVISION DESCRIPTION DATE DRWN DSGN CHKD QC APPD REF. DWG. NO REFERENCE DRAWING TITLE OF FLOW41 S A V AR 98488 i r V11 VIT MERRICK* ❑,of ®❑ ❑ CLIENT PROJECT NO.: MERRICK PROJECT NO.: 30216004911 SCALE: AS NOTED 1 TITLE: WT-BTB ZEPHYRHILLS EXPANSION ARCHITECTURAL SPECIFICATIONS REVISION: DRAWING NO.: SHEET NO.: 1 A004 -- OF -- 1 2 3 4 5 H. 7 10 A I B I C F AF 2 I I J 1 z z� Oz �w OW wQ 2 OfLL LL = =m i-- w u- m o� �w z� o� a - w LL �UJ x w wz zz O = 0 ¢ III Kz 3 ryQ 00 ww J U O s� z a ww cm 0 z LLw wz J z m0 �w no 4 m U O U o� ww H 2 W� =m oJ o� w = 00 z=_ Lu —z 5 Z cncn —�cc w � J UO wcl) 0w aw z - o3: w0 z LL w W = o� Q Q 0 m J n= 6 �cl) �w w c„ �s m= U o� w cn K 0 0-z w Q - � p aw W N U of >O cnD 0 w~z7 cn Z _ Y 1� �-o U)3: zIx zw Qs O F-- z _ O =o u~ z� � J 0 U� z0 �0 8 w < J V w — LL W 0 o� >- ui z m _ w o� ¢v O z-3 �0 ouj mw �0 9 A , B JAMB COILING DOOR TRACK ASSEMBLY PER DOOR MANUFACTURER 3 COILING DOOR DETAILS SCALE: 3" = 1'-0" DRAWING REF: A030 HEAD CONCRETE WALL PANEL DOORFRAME CAST INTO CONCRETE PANEL DOOR AS SCHEDULED CONTRACTOR'S OPTION: CONCRETE PANEL ROUGH DOOR OPENINGS CAN BE CAST FLAT AND DOOR FRAMES CAN BE FLUSHED MOUNTED WITH CONCRETE ANCHORS V a4 44 d CONCRETE a WALL PANEL L DOOR FRAME CASTINTO CONCRETE PANEL JAMB DOOR AS SCHEDULED CONTRACTOR'S OPTION: CONCRETE PANEL ROUGH DOOR OPENINGS CAN BE CAST FLAT AND DOOR FRAMES CAN BE FLUSHED MOUNTED WITH CONCRETE ANCHORS INTERIOR EXTERIOR V DOOR AS SCHEDULED SILL DOOR FRAME AS SCHEDULED THRESHOLD AND DOOR N SEAL e ..a a a. ,a A Q e CONCRETE SLAB 4 a 4 1/2" EXPANSION JOINT WITH SEALANT CONCRETE STOOP SLOPING AWAY FROM BUILDING i S rRIA 00 E A SCALE: 3" = V-0" DRAWING REF: A030 1 ISSUE FOR CONSTRUCTION 07/15/22 JWT JWT JWT TC TC 0 ISSUE FOR PERMIT 06/24/22 JWT JWT JWT TC TC REV REVISION DESCRIPTION DATE IDRWNIDSGNICHKDI QC JAPPDJ REF. DWG. NO E F N CONCRETE WALL PANEL DOOR AND TRACK---*' AS SCHEDULED CArlM f%C \A/AI 1 4 a q LOADING DOCK DOOR DETAILS SCALE: 3" = 1'-0" DRAWING REF: A030 REFERENCE DRAWING TITLE CONCRETE WALL PANEL 3)ILL EFR. �wwwwwwq����l G I H I J DOOR SCHEDULE DOOR SCHEDULE DOOR NO. DOOR FRAME HARDWARE TYPE RATING COMMENTS TYPE WIDTH HEIGHT MATERIAL FINISH TYPE MATERIAL FINISH DETAIL 01A B 9'-0" 10'-0" STL SPEC B STL SPEC 1/A030 SPEC -- MANUAL SECTIONAL DOOR 02A B 9'-011 10'-0" STL SPEC B STL SPEC 1/A030 SPEC -- MANUAL SECTIONAL DOOR 03A B 9'-01, 10'-0" STL SPEC B STL SPEC 1/A030 SPEC -- MANUAL SECTIONAL DOOR 04A B 9'-0" 10'-01, STL SPEC B STL SPEC 1/A030 SPEC -- MANUAL SECTIONAL DOOR 05A B 9'-0" 10'-0" STL SPEC B STL SPEC 1/A030 SPEC -- MANUAL SECTIONAL DOOR 06A B 9'-0" 10'-0" STL SPEC B STL SPEC 1/A030 SPEC -- MANUAL SECTIONAL DOOR 07A B 9'-0" 10'-0" STL SPEC B STL SPEC 1/A030 SPEC -- MANUAL SECTIONAL DOOR 08A B 9'-0" 10'-0" STL SPEC B STL SPEC 1/A030 SPEC -- MANUAL SECTIONAL DOOR 09A B 9'-0" 10'-0" STL SPEC B STL SPEC 1/A030 SPEC -- MANUAL SECTIONAL DOOR 10A B 9'-0" 10'-0" STL SPEC B STL SPEC 1/A030 SPEC -- MANUAL SECTIONAL DOOR 11A B 9'-0" 10'-0" STL SPEC B STL SPEC 1/A030 SPEC -- MANUAL SECTIONAL DOOR 12A B 9'-0" 10'-0" STL SPEC B STL SPEC 1/A030 SPEC -- MANUAL SECTIONAL DOOR 13A B 9'-0" 10'-0" STL SPEC B STL SPEC 1/A030 SPEC -- MANUAL SECTIONAL DOOR 14A A T-0" T-0" HM PNT A HM PNT 2/A030 1 -- -- 15A C 8'-0" 8'-0" STL SPEC C STL SPEC 3/A030 SPEC -- MANUAL COILING DOOR 1 2 DOOR SCHEDULE 3 1 EXTERIOR SINGLE 3 ANTI FRICTION -BEARING HINGES EXIT DISCHARGE 1 MORTISE EXIT DEVICE (STOREROOM LOCKSET FUNCTION) DOOR 1 SURFACE CLOSER WITH COVER 1 HIGH SECURITY CYLINDRICAL FLOOR STOP 1 SET DOOR SEALS / WEATHERSTRIPPING, HEAD AND JAMBS 1 SADDLE THRESHOLD 1 DOOR SWEEP OPERATION: ENTRANCE BY LEVER - KEY (PULL SIDE) LOCKS OR UNLOCKS OUTSIDE LEVER. EXIT BY PUSH BAR AT ALL TIMES. DOOR HARDWARE HEIGHT SCHEDULES HARDWARE HEIGHT SCHEDULE CENTERLINE OF LOCKS AND LATCHES: 42" AFF CENTERLINE OF PUSH PLATES: 45" AFF CENTERLINE OF PULL PLATES (GRIPS); 42" AFF CENTERLINE OF PUSH BUTTON / CARD READER: 42" AFF HINGE HEIGHT SCHEDULE CENTERLINE OF TOP HINGE: 13" MAX FROM TOP OF FRAME CENTERLINE OF BOTTOM HINGE: 13" MAX FROM BOTTOM OF FRAME CENTERLINE OF INTERMEDIATE HINGES: EQUALLY SPACED BETWEEN TOP AND BOTTOM HINGES DOOR AND FRAME TYPES AS SCHEDULED AS SCHEDULED HOLLOW METAL DOOR AND OVERHEAD SECTIONAL DOOR OVERHEAD COILING DOOR HOLLOW METAL FRAME A B C TITLE: WT-BTB ZEPHYRHILLS EXPANSION ARCHITECTURAL DOOR SCHEDULE REVISION: DRAWING NO.: SHEET NO.: 1 A030 -- OF -- 4 0 7 0 1 10 C D E F G H Gll B I C I I E Fa 1 22 I I >_ I I z 0z p W I I I- w I 2 �a i M_ �W LL cp 02 N W zM OY) Fna za W w X w w O = 0 zz 3 Ft ¢ 00 Lu Lu U OD zd W Lu cnm w'5 0Z U_ w wz J 0 Q U I- W am co w4 � mY 00 uJw z� w0 w~ u a J wa 0 -� 0 w0 0 = z_ z0 —0 5 0< zY cnS2 Ix ~w �_j 00 w 0 �w z 0� w0 z a: w wF- 0 ¢Q Om j�-)= 6 �cl) �cn w w 2 0}0 = U 0 � Lufn ly- 0 az w¢ wo a-w v� O �_ w F- cnD u-¢ 00 W~ Z 7 � 5Y cp� Z_Ix Z W cno �--Z ¢O �0 z z M� 0 ,Z 0� z0 w0 8 w ~ Lu U W _ w =0 0 } ui zcn ¢M w 0w ¢ U Z --.� w °- cn q� Lu ~p 9 ® A WAREHOUSE EXPANSION DEMOLITION PLAN iml (:20 '1 SCALE: 1/16" = 1'-0" Le 0 1 ISSUE FOR CONSTRUCTION 07/15/22 JWT JWT JWT TC TC 0 ISSUE FOR PERMIT 06/24/22 JWT JWT JWT TC TC REV REVISION DESCRIPTION DATE DRWN DSGN CHKD QC APPD REF. DWG. NO Le I REFERENCE DRAWING TITLE ------------- ( FF Eel DEMOLITION PLAN KEY NOTES REMOVE EXISTING DOOR, FRAME AND HARDWARE COMPLETE Q REMOVE EXISTING STAIR ASSEMBLY COMPLETE. REMOVE EXISTING DOWNSPOUT ASSEMBLY COMPLETE. REMOVE EXISTING CONCRETE WALL AS DIMENSIONED. REFERENCE STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION GENERAL DEMOLITION NOTES 1. COORDINATE DEMOLITION WITH ELECTRICAL, MECHANICAL, PLUMBING AND STRUCTURAL DISCIPLINES. 2. DASHED LINES INDICATE CONSTRUCTION TO BE DEMOLISHED. CONTRACTOR SHALL VISIT THE SITE AND FAMILIARIZE HIMSELF WITH SITE CONDITIONS AND PHASING PRIOR TO BEGINNING OF WORK. 3. THE DEMOLITION PLANS ARE DERIVED FROM EXISTING BUILDING PLANS AND SITE VISITS AND ARE INTENDED TO REASONABLY REPRESENT EXISTING CONDITIONS. ACTUAL CONDITIONS MAY DEVIATE FROM THAT SHOWN ON THE DRAWINGS, THE DEMOLITION KEYNOTES IDENTIFY SPECIFIC AREAS OF WORK, BUT MAY NOT BE COMPLETE IN THE IDENTIFICATION OF ALL REMOVALS. THE CONTRACTOR SHALL VERIFY ACTUAL CONDITIONS SO THAT DEMOLITION IS COMPLETE. DEVIATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER AND THE ARCHITECT. 4. CONTRACTOR TO COMPLY WITH OSHA AND ALL LOCAL REGULATIONS REGARDING INVESTIGATION SURVEYS OF THE STRUCTURE PRIOR TO AND DURING DEMOLITION OPERATIONS TO PREVENT ALTERATIONS TO THE BUILDING'S STRUCTURAL CAPACITY. SURVEYS OF EXISTING CONDITIONS COMPLETED BY THE ARCHITECTS AND ENGINEERS DID NOT INCLUDE DESTRUCTIVE OR EXTENSIVE EXAMINATION OF EXISTING BUILDING COMPONENTS. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT UPON UNCOVERING ANY STRUCTURAL, MECHANICAL, ELECTRICAL, OR PLUMBING COMPONENTS THAT ARE NOT INDICATED ON THE CONSTRUCTION DOCUMENTS. NO WORK SHALL PROCEED ON THESE UNCOVERED COMPONENTS WITHOUT DOCUMENTED INSTRUCTION AND DIRECTION FROM THE ARCHITECT, INCLUDING THE DEMOLITION OF ANY NEWLY EXPOSED CONCRETE, CMU , STEEL, OR OTHERWISE POTENTIALLY STRUCTURAL CONDITION OR ELEMENTS (WALLS, COLUMNS, ETC.). 5. REMOVE FROM SITE DAILY DEMOLISHED MATERIALS, DEBRIS, AND RUBBISH. DO NOT ACCUMULATE DEBRIS ON THE FLOOR OR AT THE SITE, 6. ALL BUILDING COMPONENTS AND FINISHES WHICH ARE TO REMAIN IN PLACE SHALL BE PROTECTED FROM DAMAGE, AND IF DAMAGED, SHALL BE REPAIRED OR REPLACED AT NO COST TO THE OWNER. 7. ANY REMOVAL OR ENCAPSULATING OF ASBESTOS CONTAINING MATERIALS MUST BE ACCOMPLISHED BY A LICENSED ASBESTOS ABATEMENT CONTRACTOR. 8. SLAB SHALL BE PATCHED AND REPAIRED AFTER WORK IN THAT AREA IS COMPLETE. THE INTENT IS THAT THE REPAIR IS TO BE SMOOTH AND FLUSH WITH EXISTING SLAB AND SUITABLE FOR THE INTENDED FINAL FINISH AND USE. ALL UNUSED PIPE OR DUCT PENETRATIONS SHALL BE PATCHED WITH CONCRETE. BEVEL EDGES BEFORE PATCHING. MAINTAIN REQUIRED FIRE RATINGS. 9. REMOVE EXISTING WALLS, DOORS, FLOORING AND CEILING FINISHES BACK TO BASE BUILDING SURFACES AS INDICATED. 10. WHERE EXISTING PARTITIONS CONTAIN ELECTRICAL OUTLETS OR SWITCHES, COORDINATE DEMOLITION OF PARTITIONS WITH ELECTRICAL CONTRACTOR. ALL ELECTRICAL TERMINATIONS TO BE PERFORMED BY ELECTRICAL CONTRACTOR. 11. WHERE EXISTING ELECTRICAL EQUIPMENT IS DESIGNATED TO BE REMOVED, IT SHALL BE COMPLETELY REMOVED WITH ALL ASSOCIATED BOXES, SUPPORTS, AND DEVICES. ALL WIRING AND CONDUIT SHALL BE REMOVED COMPLETELY BACK TO THE FIRST ITEM LEFT UNAFFECTED BY REMOVAL. CONDUIT THAT IS BURIED OR OTHERWISE INACCESSIBLE SHALL BE ABANDONED IN PLACE. IN SUCH CASES CONTRACTOR SHALL PULL ALL WIRE FROM THE CONDUIT AND REMOVE ALL ITEMS PROTRUDING FROM THE FINISHED SURFACE. 12. ANY FIRE EXTINGUISHERS TO BE REMOVED SHALL BE SALVAGED. NEW LOCATIONS TO BE DETERMINED IN FIELD WITH THE OWNER AND THE ARCHITECT IN ACCORDANCE WITH APPLICABLE CODE REQUIREMENTS. 13. FIRE PROTECTION SYSTEM SHALL REMAIN ACTIVE THROUGHOUT CONSTRUCTION. 14. FIRE ANNUNCIATOR PANEL BOARD TO BE PROTECTED AND KEPT IN SERVICE DURING CONSTRUCTION. 15. ALL UTILITY SHUT -OFFS ARE TO BE PERFORMED BY THE OWNER. 16. WHEN REMOVING THE FIRE ALARM SYSTEM, THE CONDUIT / WIRING REMOVAL IS TO BE PERFORMED BY THE CONTRACTOR AND ALL DEVICE REMOVAL IS TO BE BY THE OWNER. 2008 EXPANSION -------------------------� I I 2001 EXPANSION I I I I -------------------------I 1995 EXPANSION - - - T - - - - - - - - - - - - - - - - - - - - 'l I I I I I ORIGINAL j WAREHOUSE KEY PLAN SCALE: N.T.S. LINE 13 EXPANSION TITLE: WT-BTB ZEPHYRHILLS EXPANSION ARCHITECTURAL WAREHOUSE EXPANSION DEMOLITION PLAN REVISION: DRAWING NO.: SHEET NO.: 1 A101 '- OF 0 p" 3 m 7 m 601 A B C D E F G H J 0 Al C Ic L0 F G H J 1 z Q zr Oz ofw O� w 0 U2 a = ! _O °O° m 0 I 0 ° ° ° z I oa wa--+ - - - - - - - - - - - - - - - - - - - - - - - B I W Lu I z 0 0 I LIMITS OF NEW WORK SHO FOR REFERENCE ONLY ¢_ - zZ 3 I f 3 a ! 0O w uj O Ij �0 0 ! Z a w m DOCK DOOR #13 1 4 II I I L-_ O z I Lu w m 0 i w lI `_n 0 4 I fl TIT w Al II O O U I �Li111J� H wW F- 2 -- } Q - - - !� - - - - I 0 - - - - - - uj W W m DOCK DOOR #12 O _j 4 1 of ow o = ® I - - - - - - - - - - - - - - - - - - - w= - C 6 o Z 5 DOCK DOOR #11 i 4 II ow Z cn� © O F- w I = U o O rx x w DOCK DOOR #10 4 o � I ��_ `z o ! © ! z w a Q I 6 0 cn X 1 ,F II w C.5o m —DOCK DOOR #9 - - i- ! - - - - - - J - - - - - - - - - - - Y _ I 1 4 I Ix W 6 I © II ! wCf) ! m 0 r- j w U) DOCK DOOR #8 --J 4 ! d z L_ I I a-w w IN z DOCK DOOR #7 i 4 1 I 6 ! w ai 7 ��Y --� - - 6Of t - - - - - - - - - - - - - - - - - E r- II z� DOCK DOOR #6 D i 4 1 ! L__ - - - LIMITS OF NEW WORK SHO FOR REFERENCE ONLY - - _ - - _ - - M z ! ! ! Qo m0 L� z O z 0 EXISTING RAMP TO REMAIN O 8 I ! ui a wLL m0 I ! o- >_w zU) Q ! 0 CD � of �a 0Lu w �0 9 A LINE 13 EXPANSION DEMOLITION PLAN 10 1 r% SCALE: 1 /16" = 1'-0° 1 ISSUE FOR CONSTRUCTION 07/15/22 JWT JWT I JWT TC TC 0 ISSUE FOR PERMIT 06/24/22 JWT JWT JWT TC TC REV REVISION DESCRIPTION DATE I DRWN DSGN CHKD QC APPD DEMOLITION PLAN KEY NOTES REMOVE EXISTING DOOR, FRAME AND HARDWARE COMPLETE 0 REMOVE EXISTING STAIR ASSEMBLY COMPLETE. 0 REMOVE EXISTING CANOPY ASSEMBLY COMPLETE. ® REMOVE EXISTING LOADING DOCK EQUIPMENT COMPLETE INCLUDING BUT NOT LIMITED TO DOCK SEALS, DOCK BUMPERS AND TRUCK RESTRAINTS REMOVE EXISTING DOCK LEVELER COMPLETE. INFILL PIT WITH CONCRETE TO ALIGN WITH EXISTING FINISHED FLOOR, STEEL ANGLES MUST REMAIN. qEXISTING PIPE BOLLARDS MUST REMAIN. GENERAL DEMOLITION NOTES 1. COORDINATE DEMOLITION WITH ELECTRICAL, MECHANICAL, PLUMBING AND STRUCTURAL DISCIPLINES. 2. DASHED LINES INDICATE CONSTRUCTION TO BE DEMOLISHED. CONTRACTOR SHALL VISIT THE SITE AND FAMILIARIZE HIMSELF WITH SITE CONDITIONS AND PHASING PRIOR TO BEGINNING OF WORK. 3. THE DEMOLITION PLANS ARE DERIVED FROM EXISTING BUILDING PLANS AND SITE VISITS AND ARE INTENDED TO REASONABLY REPRESENT EXISTING CONDITIONS. ACTUAL CONDITIONS MAY DEVIATE FROM THAT SHOWN ON THE DRAWINGS. THE DEMOLITION KEYNOTES IDENTIFY SPECIFIC AREAS OF WORK, BUT MAY NOT BE COMPLETE IN THE IDENTIFICATION OF ALL REMOVALS. THE CONTRACTOR SHALL VERIFY ACTUAL CONDITIONS SO THAT DEMOLITION IS COMPLETE. DEVIATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER AND THE ARCHITECT. 4. CONTRACTOR TO COMPLY WITH OSHA AND ALL LOCAL REGULATIONS REGARDING INVESTIGATION SURVEYS OF THE STRUCTURE PRIOR TO AND DURING DEMOLITION OPERATIONS TO PREVENT ALTERATIONS TO THE BUILDING'S STRUCTURAL CAPACITY. SURVEYS OF EXISTING CONDITIONS COMPLETED BY THE ARCHITECTS AND ENGINEERS DID NOT INCLUDE DESTRUCTIVE OR EXTENSIVE EXAMINATION OF EXISTING BUILDING COMPONENTS. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT UPON UNCOVERING ANY STRUCTURAL, MECHANICAL, ELECTRICAL, OR PLUMBING COMPONENTS THAT ARE NOT INDICATED ON THE CONSTRUCTION DOCUMENTS. NO WORK SHALL PROCEED ON THESE UNCOVERED COMPONENTS WITHOUT DOCUMENTED INSTRUCTION AND DIRECTION FROM THE ARCHITECT, INCLUDING THE DEMOLITION OF ANY NEWLY EXPOSED CONCRETE, CMU , STEEL, OR OTHERWISE POTENTIALLY STRUCTURAL CONDITION OR ELEMENTS (WALLS, COLUMNS, ETC.). 5. REMOVE FROM SITE DAILY DEMOLISHED MATERIALS, DEBRIS, AND RUBBISH. DO NOT ACCUMULATE DEBRIS ON THE FLOOR OR AT THE SITE. 6. ALL BUILDING COMPONENTS AND FINISHES WHICH ARE TO REMAIN IN PLACE SHALL BE PROTECTED FROM DAMAGE, AND IF DAMAGED, SHALL BE REPAIRED OR REPLACED AT NO COST TO THE OWNER. 7. ANY REMOVAL OR ENCAPSULATING OF ASBESTOS CONTAINING MATERIALS MUST BE ACCOMPLISHED BY A LICENSED ASBESTOS ABATEMENT CONTRACTOR. 8. SLAB SHALL BE PATCHED AND REPAIRED AFTER WORK IN THAT AREA IS COMPLETE. THE INTENT IS THAT THE REPAIR IS TO BE SMOOTH AND FLUSH WITH EXISTING SLAB AND SUITABLE FOR THE INTENDED FINAL FINISH AND USE. ALL UNUSED PIPE OR DUCT PENETRATIONS SHALL BE PATCHED WITH CONCRETE. BEVEL EDGES BEFORE PATCHING. MAINTAIN REQUIRED FIRE RATINGS. 9. REMOVE EXISTING WALLS, DOORS, FLOORING AND CEILING FINISHES BACK TO BASE BUILDING SURFACES AS INDICATED. 10. WHERE EXISTING PARTITIONS CONTAIN ELECTRICAL OUTLETS OR SWITCHES, COORDINATE DEMOLITION OF PARTITIONS WITH ELECTRICAL CONTRACTOR. ALL ELECTRICAL TERMINATIONS TO BE PERFORMED BY ELECTRICAL CONTRACTOR. 11. WHERE EXISTING ELECTRICAL EQUIPMENT IS DESIGNATED TO BE REMOVED, IT SHALL BE COMPLETELY REMOVED WITH ALL ASSOCIATED BOXES, SUPPORTS, AND DEVICES. ALL WIRING AND CONDUIT SHALL BE REMOVED COMPLETELY BACK TO THE FIRST ITEM LEFT UNAFFECTED BY REMOVAL. CONDUIT THAT IS BURIED OR OTHERWISE INACCESSIBLE SHALL BE ABANDONED IN PLACE. IN SUCH CASES CONTRACTOR SHALL PULL ALL WIRE FROM THE CONDUIT AND REMOVE ALL ITEMS PROTRUDING FROM THE FINISHED SURFACE. 12. ANY FIRE EXTINGUISHERS TO BE REMOVED SHALL BE SALVAGED. NEW LOCATIONS TO BE DETERMINED IN FIELD WITH THE OWNER AND THE ARCHITECT IN ACCORDANCE WITH APPLICABLE CODE REQUIREMENTS. 13. FIRE PROTECTION SYSTEM SHALL REMAIN ACTIVE THROUGHOUT CONSTRUCTION. 14. FIRE ANNUNCIATOR PANEL BOARD TO BE PROTECTED AND KEPT IN SERVICE DURING CONSTRUCTION. 15, ALL UTILITY SHUT -OFFS ARE TO BE PERFORMED BY THE OWNER. 16. WHEN REMOVING THE FIRE ALARM SYSTEM, THE CONDUIT / WIRING REMOVAL IS TO BE PERFORMED BY THE CONTRACTOR AND ALL DEVICE REMOVAL IS TO BE BY THE OWNER. I REF. DWG. NO I REFERENCE DRAWING TITLE I 'e���.V-1-m-�gt,1 1,It 2008 EXPANSION - I I 2001 EXPANSION I I I I -------------------------� 1995 EXPANSION - - - T -------------------- ORIGINAL Li WAREHOUSE VVT❑❑ MERRICIC 0 0 0 WHITING -TURNER MERRICK PROJECT NO.: 3021600491 CLIENT PROJECT NO.: SCALE: AS NOTED KEY PLAN SCALE: N.T.S. WAREHOUSE EXPANSION LINE 13 EXPANSION TITLE: WT-BTB ZEPHYRHILLS EXPANSION ARCHITECTURAL LINE 13 EXPANSION DEMOLITION PLAN REVISION: DRAWING NO.: SHEET NO.: 1 A102 -- OF '- 1 2 K m N 1.1 A 1 10 A B C D E F G H I I J I, X1 C E F 1 20 21 22 23 24 6 A 25 26 I I I I f I 1 I I I 200'-8 1 /2" I I I 8 1 /2" z , o z " 40'-0" 40'-0" 40'-0" 40'-0" 40'-0 pww I I I I I ui Lu 0< 2 a= co I I 19 I I I I ch __ - - - - - - ui 0 w cn 0Fn I I I I \�\ DOCK DOOR #56 9a o w v 0- Io 13 E=1 Z 00 w 0 iv I I I Q2q DOCK DOOR #55 0 d I Q 1 I I I I jl `sir` d CL z z 3 I 13 -- 0w Lu 13 0 o I N I I I I Q3A i \;y \ i DOCK DOOR #54 o 0 z� m¢ 3 - - - - --- - - --- - - - -ws/♦ I q - FF - - - - - - - I a z 04A I I j i \�y�\ j DOCK DOOR #53 o 0 IF7?,14A w~ I I I I I� srr m0 F-Lu M "' 0 II 0mY 05A DOCK DOOR #52 N = /9A o E I I I I �13 - A201 LU W I r9A I I I I 0 Lu m O_ I A202 I - DOCK DOOR #51 o I � LU w d I I I I u oJ I ® �13- 10 Lou o Z I I I I Q7A i sy DOCK DOOR #50 o F-R�: I I I d z0 5 13 Z Y I I I I coco / I— w i I 08A i i �;y`DOCK DOOR #49 9b d- U 0 0 O Y) N 1 I I I I 13 It W /�6A Z o I A301 I , I I 09A i i DOCK DOOR #48 o " Lu w , 0 Lu m I I 2 I 2 w 0 0 J �= Fr cn Lu � I I I w of _ ¢ Z I I w ¢ I o w N cli V 0 I I � r i co Li- �O z I I w cn 7 N I 0 (O IO m M M co � �ci - - - - 13 ® - - - - —�- - Z w I a = rA 12 - Lno - - �2 O © Uzi O z ( I I I 0 = i U z0 wz 8 I I I w h- w IX w0 I I I 1 0 g I < D QLLJ I I I i 0 Q UZ--.I - - - - - I - -- - - - - - --- - - - - --�-- - ow OR I I I o� I to = I �0 9 ® A WAREHOUSE EXPANSION FLOOR PLAN 10 1 SCALE: 1/16" = 1'-0" 0 1 ISSUE FOR CONSTRUCTION 07/15/22 JWT JWT JWT TC TC 0 ISSUE FOR PERMIT 06/24/22 JWT JWT JWT TC TC REV REVISION DESCRIPTION DATE DRWN DSGN CHKD I QC APPD I I I 0 I REF. DWG. NO I srr I � �13 0 � - - - - - - - 10 DOCK DOOR #47 — - - D D u I 13 _ o DOCK DOOR #46 9 o 13 - 0 I � r I � - 12A DOCK DOOR #45 0 0 �t I 13 10 0 13A - C. DOCK DOOR #44 -- - - fE-- 13 0 I I 7 i DOCK DOOR #43 I I 9A ° A301 ' I 7 i DOCK DOOR #42 I O i i I 7 DOCK DOOR #41 I I I ° I I 7 —i DOCK DOOR #40 nBB REFERENCE DRAWING TITLE i FLOOR PLAN KEY NOTES 0 PROVIDE AND INSTALL EXTERIOR CONCRETE WALL PANELS. REFERENCE STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION. REFERENCE DETAILS 1 AND 2 ON DRAWING A112 FOR TYPICAL JOINT DETAILS. PROVIDE AND INSTALL STEEL BUILDING COLUMN. REFERENCE STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION. 0 EXISTING WALL OPENING TO REMAIN AND BE USED FOR PEDESTRIAN ACCESS. ® PROVIDE AND INSTALL CONCRETE LANDING ASSEMBLY. REFERENCE DETAIL 2 ON DRAWING A111. 5 EXISTING DOOR AND STAIR ASSEMBLY TO REMAIN. © EXISTING WALL ASSEMBLY TO REMAIN. EXISTING LOADING DOCK DOOR ASSEMBLY TO REMAIN. 8 EXISTING LOADING DOCK CANOPY ASSEMBLY TO REMAIN. ROOF LEADER. REFERENCE ROOF PLAN FOR ADDITIONAL INFORMATION. 10 PROVIDE AND INSTALL LOADING DOCK CANOPY ASSEMBLY. REFERENCE DETAIL 1 ON DRAWING A111. 11 EXPANSION JOINT ASSEMBLY. REFERENCE DETAIL 9E ON DRAWING A203. LqEXPANSION JOINT ASSEMBLY. REFERENCE DETAIL 9G ON DRAWING A203. ROVIDE AND PAINT CONTINUOUS 18-INCH WIDE RAT LINE AT THE FULL PERIMETER OF EXTERIOR WALLS. 1" DIAME COMPRE FLAT PA (SLOPE[ GUTTER BRACKE FASCIA PRE-FOF CORNEF r PRE -FORMED CORNER DOWNSPOUT CANOPY DETAIL AT LOADING DOCK SCALE: 3" = 1'-0" DRAWING REF: A111, Al 13 WAREHOUSE EXPANSION REFERENCE DOOR DETAIL 2 ON DRAWING A030 FOR ADDITIONAL INFORMATION 5'-0" EDGE OF SLAB 91 I CONCRETE STO P REFERENCE STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION 7 TYPICAL CONCRE- SCALE: 1/2" = V-0" DRAWING REF: All 2008 EXPANSION ------------------------- I i 2001 I EXPANSION I I I I --------------------------I I 1995 EXPANSION - - - --------------------- ORIGINAL WAREHOUSE ' ❑ft ❑ MERRICK" 000__ MERRICK PROJECT NO.: 3021600491 CLIENT PROJECT NO.: SCALE: AS NOTED KEY PLAN SCALE: N.T.S. LINE 13 EXPANSION TITLE: WT-BTB ZEPHYRHILLS EXPANSION ARCHITECTURAL WAREHOUSE EXPANSION FLOOR PLAN REVISION: DRAWING NO.: SHEET NO.: 1 A111 "" OF 1 2 3 5 1-� 7 LV yj 1 10 A B C D E F G H I J /1 C 0 E F G H I I J 1 a O= "tw OW wa 2 O a = I 118'-7 1 /2" w co C m 0 0 0 6E 81/2° z 2 I 4'-0" A203 0 Y I 63'-9" 50'-2" a wa -- - - - - - - - - - - - - - - - - - - - - - B o O = I 4 0 w zz 3 za 00 w w 5 U OD 3:0 i00 5 zCL w m DOCK DOOR #13 0 1 W Q 1 N w 2 o W 3A Lo �- m 0 I A302 U 5 �w no 4 � w cn m I Y o� 00 zUjI _ I wo -! - - - - - - - - - - - - - - - - - - uj d � � a DOCK ,OR #12 0 i 0 I 5 0 5 Z� --# - - - - - - - - -�- - - - - z� ~o a 5 DOCK DOOR #11 (V fV Z Y I r — (n O M T Ln Lo w o I I 1 r a w DOCK DOOR #10 0 /6A o A201 z 0 a w 5 w= o� 5 W w � I �J o m — DOCK DOOR #9 - - - - - - - - - E] - - - - - - C.5 �= 6 o �cn I 5 I m = 5 U Lu c=n DOCK DOOR #8 0 Q 0 I w a 1 - d. w N U I I o0 DOCK DOOR #7 0 -Ln UJ� C - D O~ - - - - - - - - - - - - - - - - - - - - - - - Z Z 7 5 w v) - - - - - - - - - - - - - - I - - - -- E 1o = 5A zDOCK DOOR #6 0 I I I °O = 5 1 5 1 - - - - SQo - - - - - - E.2 �2 0z i 4 I CV a Z w ,0 cfl z J I I M 0� z o EXISTING RAMP TO REMAIN 0 $ I ' �3E w d I A203 wo z0 I I 82 �w w , 9A I 6A ow a 1-: 3302 A302 Z � OR 0 EE 9 LINE 11 EXPANSION 9ASCALE: 1/163-EoX A SION FLOOR PLAN M 1 ISSUE FOR CONSTRUCTION 07/15/22 JWT JWT JWT TC TC 0 ISSUE FOR PERMIT 06/24/22 JWT JWT JWT TC TC EREV REVISION DESCRIPTION DATE DRWN DSGN CHKD QC APPD REF. DWG. NO 3/4" JOINT WITH SEALANT AND BACKER ROD - CA!'u CHIC �nrv��u rrli��w EXTERIOR 1 TYPICAL PANEL JOINT SCALE: 3" = 1'-0" DRAWING REF: A111, A112 CD Z_ Q❑ LL' H D W W w SEE STRUCTURAL DRAWINGS /4" JOINT WITH SEALANT AND !ACKER ROD - :ACH SIDE 03 TYPICAL PANEL CORNER JOINT SCALE: 3" = 1'-0" DRAWING REF: A111, A112 FLOOR PLAN KEY NOTES 0 PROVIDE AND INSTALL EXTERIOR CONCRETE WALL PANELS. REFERENCE STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION. REFERENCE DETAILS 1 AND 2 ON DRAWING A112 FOR TYPICAL JOINT DETAILS. PROVIDE AND INSTALL STEEL BUILDING COLUMN. REFERENCE STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION. 0 EXISTING WALL OPENING TO REMAIN AND BE USED FOR PEDESTRIAN AND PROCESS EQUIPMENT ACCESS. 4 EXPANSION JOINT ASSEMBLY. REFERENCE DETAIL 9G ON DRAWING A203. PROVIDE AND PAINT CONTINUOUS 18-INCH WIDE RAT LINE AT THE FULL PERIMETER OF EXTERIOR WALLS. :'AI NT SCli ED O LE AND N CYTES " r PAINTING SPEC FOR COATING THE EXISTING LINE 12 EXTERIOR WALL THAT WILL BE THE FUTURE LINE 13 INTERIOR WALL: CONCRETE SUBSTRATES, NONTRAFFIC SURFACES: INSTITUTIONAL LOW-ODOR/VOC LATEX SYSTEM: O PRIME COAT: PRIMER SEALER, INTERIOR, INSTITUTIONAL LOW ODOR/VOC, MPI #149. O INTERMEDIATE COAT: LATEX, INTERIOR, INSTITUTIONAL LOW ODOR/VOC, MATCHING TOPCOAT. O TOPCOAT: LATEX, INTERIOR, INSTITUTIONAL LOW ODOR/VOC, SEMI -GLOSS (MPI GLOSS LEVEL 5), MPI #147. BASIS OF DESIGN: SHERWIN WILLIAMS / PRIMER: LOXON MASONRY COATING SYSTEMS CONDITIONER / TWO COATS A-100 EXTERIOR LATEX FLAT PAINTING / FINISH SPEC FOR EXTERIOR PAINTING OF NEW TILT -UP PANELS: CONCRETE SUBSTRATES, NONTRAFFIC SURFACES: HIGH -BUILD LATEX SYSTEM: DRY FILM THICKNESS OF NOT LESS THAN 10 MILS (0.25 MM). • PRIME COAT: AS RECOMMENDED IN WRITING BY TOPCOAT MANUFACTURER. • INTERMEDIATE COAT: AS RECOMMENDED IN WRITING BY TOPCOAT MANUFACTURER; • TOPCOAT: LATEX, EXTERIOR, HIGH BUILD, MPI #40. NOTE: PROVIDE FOR AN EXTRA COURSE TEXTURED COATING SYSTEM WITH A MINIMUM DFT OF 15-17 MILS AND TO MATCH THE EXISTING BUILDING COLOR SCHEME. GC OPTION TO UTILIZE: SHERWIN WILLIAMS / PRIMER: LOXON MASONRY COATING SYSTEMS CONDITIONER / TWO COATS A-100 EXTERIOR LATEX FLAT PAINTING SPEC FOR INTERIOR COLUMNS, LINTEL FRAMING, STRUCTURAL STEEL, BOLLARDS, ETC.: STEEL SUBSTRATES: INSTITUTIONAL LOW-ODOR/VOC LATEX SYSTEM: • PRIME COAT: PRIMER, RUST INHIBITIVE, WATER BASED, MPI #107. • INTERMEDIATE COAT: LATEX, INTERIOR, INSTITUTIONAL LOW ODOR/VOC, MATCHING TOPCOAT. • TOPCOAT: LATEX, INTERIOR, INSTITUTIONAL LOW ODOR/VOC, SEMI -GLOSS (MPI GLOSS LEVEL 5), MPI #147. BASIS OF DESIGN: SHERWIN WILLIAMS / PRIMER: KEM KROMIK UNIVERSAL METAL PRIMER / TWO COATS: PRO INDUSTRIAL DTM ACRYLIC SEMI -GLOSS NOTE: GC OPTION TO UTILIZE A DRY FALL SYSTEM: WATER -BASED DRY -FALL SYSTEM: • PRIME COAT: SHOP PRIMER SPECIFIED IN SECTION WHERE SUBSTRATE IS SPECIFIED. • TOPCOAT: DRY FALL, LATEX, FLAT, MPI #118. PAINTING SPEC FOR RAT RUN: CONCRETE SLAB: EPDXY; BASIS OF DESIGN: DEVOE HIGH PERFORMANCE COATINGS / TRU-GLAZE-WB 4408 / COLOR: YELLOW ALTERNATE MANUFACTURER INLCUDES BUT IS NOT LIMITED TO GARLAND FLOOR COMPANY: REFERENCE DRAWING TITLE 2008 EXPANSION ------------------------ I i 2001 I EXPANSION I I I --------------------� I 1995 EXPANSION - - - T - - - - - - - - - - - - - - - - - - - - 1 I I I ORIGINAL WAREHOUSE 0110 []Mb M�M�n'RmmlmERRICK MERRICK PROJECT NO.: 3021600491 CLIENT PROJECT NO.: SCALE: AS NOTED KEY PLAN SCALE: N.T.S. EXTERIOR WAREHOUSE EXPANSION �g1►1:iEclF=I*4vff 0001i 1 TITLE: WT-BTB ZEPHYRHILLS EXPANSION ARCHITECTURAL LINE 13 EXPANSION FLOOR PLAN REVISION: DRAWING NO.: SHEET NO.: 1 A112 -- OF -- 1 2 3 4 5 n 7 E:3 10 A I B I C Al I x 2 I I J I i I I I IJl' . LI11L I a I I II I I lI LJ_ _. I _ .L 01- Ivu. s1 imflul I I I I I I I I INI I I Ili I! I A I B I C I D I E F 1 20 21 22 23 24 �0 25 26 I I I I I I z z 1- Oz w— w Oui w ui w0 2 0a cL = �w ,.L 02 Uw z� 09) Fna wa �ui w w0 O= 0 a = ZZ 3 IX¢ 00 w l" J U Ocr- z IL ww w� z u- wz J O m U I¢— w �0 4 w� m Y 00 0 ww z w O u) F- w w =� x m O —' 0 F= — w 0 O z=_ Z —z 5 o¢ Z Y cnU) 1= w � J U O LLI U) wLu a w z 0� wO z E: w w = oF- of ¢Q O m J J �ILL = 6 �u) �w w m= U 0 � w fn W 0 a Z I„ ¢ aw w N U >O _ W F- N M LL ¢ OQ WZZ 7 � � Y of z la� Z w �O �z ¢O �0 Lu z = J 0 U Z O �0 8 w~ J U w — LL =0 0 zc/) w 0� ¢ U Z 0 co 0� w ~0 9 WAREHOUSE EXPANSION ROOF PLAN 9ASCALE: 1116" = 1'-0" 10 1 1 ISSUE FOR CONSTRUCTION 07/15/22 JWT JWT JWT TIC TIC 0 ISSUE FOR PERMIT 06/24/22 JWT JWT JWT TC TIC REV REVISION DESCRIPTION DATE IDRWN.DSGNICHKDI QC JAPPD I REF. DWG. NO I REFERENCE DRAWING TITLE ' o- T Eel - - - - - - - - -- BB zx..WN�tL o. ROOF PLAN KEY NOTES 0 0 EXISTING ROOF EXPANSION JOINT TO REMAIN. 0 EXISTING ROOFTOP MECHANICAL UNIT TO REMAIN. —� EXISTING CRICKET TO REMAIN. REMOVE EXISTING CONDUCTOR HEAD, SCUPPER AND DOWNSPOUT ASSEMBLY COMPLETE. PROVIDE AND INSTALL A SCUPPER AND SCUPPER ® OVERFLOW ADAPTER TO HANDLE STORM WATER DRAINAGE. REFERENCE PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION. REFERENCE DETAIL 1 ON DRAWING A113 FOR ADDITIONAL INFORMATION. EXISTING LOADING DOCK CANOPY TO REMAIN. © PROVIDE AND INSTALL LOADING DOCK CANOPY ASSEMBLY. REFERENCE DETAIL 1 ON DRAWING A111. SCUPPER OPENING WITH CONDUCTOR HEAD WITH 8" x 8" DOWNSPOUT AND TWO OVERFLOW SCUPPER OPENINGS. SCUPPER OPENING WITH [� CONDUCTOR HEAD WITH 8" x 8" DOWNSPOUT AND TWO OVERFLOW SCUPPER OPENINGS. REFERENCE DETAILS 1 AND 2 ON DRAWING A114 FOR SCUPPER INFORMATION. 1� TAPERED INSULATION TO SCUPPER. A .. .. 'dica a .' INFILL EXISTING OVERFLOW REUSE EXISTING SCUPPER REUSE EXISTING OVERFLOW SCUPPER OPENING WITH GROUT. OPENING. PROVIDE AND INSTALL SCUPPER OPENING. PROVIDE GROUT SOLID AND ALIGN FACE OF SCUPPER ADAPTER AND INSTALL SCUPPER GROUT WITH FACE OF WALL PANE OVERFLOW ADAPTER TO PROVIDE FLUSH SURFACE. 1 EXISTING CONDUCTOR HEAD/SCUPPER DETAIL SCALE: 1" = V-0" DRAWING REF: A113 2008 EXPANSION ------------------------- I I 2001 EXPANSION i I i --------------------------I I 1995 EXPANSION - - - T - - - - - - - - - - - - - - - - - - - - 1 I I I I I I ORIGINAL WAREHOUSE ❑11❑ c VT ❑4 i MERRICrk 000 MERRICK PROJECT NO.: 3021600491 CLIENT PROJECT NO.: SCALE: AS NOTED KEY PLAN SCALE: N.T.S. WAREHOUSE EXPANSION LINE 13 EXPANSION TITLE: WT-BTB ZEPHYRHILLS EXPANSION ARCHITECTURAL WAREHOUSE EXPANSION ROOF PLAN REVISION: DRAWING NO.: SHEET NO.: 1 A113 -- OF 1 2 3 4 10 E 7 F E 1 10 A B I C I D E I F I G I H I I J Z d Z H O Z �w OW U w , LY 0 e w U = a: F- w wm 02 U w z� OY) FnCL z n- wof w wm zz O = O a Z Z � d Oo ww J U O _� �Ix za ww Nm w¢ wM Wz OW wz J O 00 U Fd- W 52 UO wU 00 Y 000 0W � w Z w O U w n_ a- w� w Q O -r w0 � O z = zZ � OQ Z Y U cn H ER w F-: J UO UJ U w Lu Q_ W Z 0 W O z r—y =W w d Q 0m J J v= E CO) v= W W U 2 Z) m 0 U 0 D W U 0 ¢ Q_ z w¢ n_ p a W v� >O W_ wF- U:3 wd O0 Z Z - Z U � Y U Z Z W ¢ _ U) O �z d O w O_ � Q~ Z d O� 0 w ZO � O_ w ~ J V W — LL w 0 2 O O- }W z U w ocr z ¢0 0 Z� �CK �CL 0� U w tiO 1 n W n n c r- rr !"\ LJ V V IL 1 V 1 1 1 0 C A , B I C I D 11 I M H J 1 20 21 22 I � I I z I d Ow oww I I I— W I �Q 2 a = I I I _� I _ I— w Om ui co-- -- -- -- I -- -- - O Y) I za w X I z = I 00 Lcou Q n I I zz 3 I d 00 Lij W O= I _ 0 I �Ix z_d W w I — — 0Z w z I J7i O i < C-)H W )0 co 4 m Y I O0 0 0 �w � I wO w~ W I OJ 0,- W 0 0 z0= � � I z0 0 5 zY cn L I —w F J U O Wcn u I W 0 Z w�Z W I 0 dd om U= 6 r� ui = I 00 U I RACKING SHOWN FOR REFERENCE ONLY. RACKING WILL BE PROVIDED IN THE FUTURE. w Q I Of a w U ix =O I � � LL- O O Z z cn 7 i z3�: - - - - - ofI ZW d = - �o - Z I I 0 �0i I Iw— ~ z z_j 0 U Z O �0 8 w F- J U W — LL W 0 =O 0 } ui zcn d M w z d U C7 Z0 — — — — — — — — — O o 0 0 o a 0 � I w 0 9 ®A WAREHOUSE EXPANSION EQUIPMENT FLOOR PLAN 10 1 SCALE: 1 /16" = 1'-0" 1 ISSUE FOR CONSTRUCTION 07/15/22 JWT JWT JWT TC TC 0 ISSUE FOR PERMIT 06/24/22 JWT JWT JWT TC TC REV REVISION DESCRIPTION DATE DRWN DSGN CHKD QC APPD REF. DWG. NO II ' II CID II Im LUG_. N I • -� l cc cn ®� II cm cm II to it ®l II it ®li \ II � I � II � 17`� . II F II � ®�I L. '4e=-• 26 I i I i DOCK DOOR #56 _ DOCK DOOR #55 _ 0 2 DOCK DOOR #54 _ —�— — — — — — (IFF DOCK DOOR #53 _ 0 _ DOCK DOOR #52 DOCK DOOR #51 _ 0 — —�— — — — — —EE DOCK DOOR #50 _ 0 DOCK DOOR #49 DOCK DOOR #48 2 r� I - - DOCK DOOR #47 _ 0 DOCK DOOR #46 _ o _ 0 DOCK DOOR #45 0 DOCK DOOR #44 C. _ —,-- — — — — o , I DOCK DOOR #43 I I O I I O I I I DOCK DOOR #42 I O I I I o I I I DOCK DOOR #41 I I O I I I R i I.J DOCK DOOR #40 I olp � I REFERENCE DRAWING TITLE LOADING DOCK EQUIPMENT SCHEDULE 0 EQUIPMENT NO NAME MANUFACTURER MODEL REMARKS LD01 OVERHEAD SECTIONAL DOOR SEE SPECIFICATION SEE SPECIFICATION INSULATED / MANUAL (CHAIN HOIST) / VERTICAL LIFT LD02 DOCK SEAL & BUMPERS / HEAD SEE SPECIFICATION SEE SPECIFICATION LOCATED AT EACH DOCK DOOR CURTAIN LOCATED AT EACH DOCK DOOR. INCLUDES OUTSIDE LD03 VEHICLE RESTRAINT SEE SPECIFICATION SEE SPECIFICATION AND INSIDE SIGNAGE, LIGHT BOX AND CONTROL BOX LOCATED AT EACH DOCK DOOR / HYDRAULIC / 50,000 LD04 DOCK LEVELER SEE SPECIFICATION SEE SPECIFICATION POUND CAPACITY LD05 DOCK LIGHTS &DRIVER WARNING SEE SPECIFICATION SEE SPECIFICATION ONE FIXTURE AND SIGN AT EACH DOOR SIGNAGE 2008 EXPANSION --------------------------� i 2001 EXPANSION --------------------------- I I i 1995 EXPANSION — — — T -------------------- ORIGINAL WAREHOUSE ' KEY PLAN SCALE: N.T.S. WAREHOUSE EXPANSION LINE 13 EXPANSION TITLE: WT-BTB ZEPHYRHILLS EXPANSION ARCHITECTURAL WAREHOUSE EXPANSION EQUIPMENT FLOOR PLAN REVISION: DRAWING NO.: SHEET NO.: 1 Al15 -- OF '— 1 F 3 4 5 l9 rA E F 1 10 A I B I C I D I E I F X H I I J I1 C n E F I G I H I I J 1 z Q zF-m o z ofw O w 'U Q 2 W n- i • • . �r... . S • c .... • • • • •• . - A; of Of • zLU �. _. .. 0LU ■ i. co '■� • In • Ii1� �11\ • Ir . , Ld ; ��► �� • Lu o� PF i fir �LL ow Lu Lu UJ pq R11�1����� + �' "•i --- — -- �_• e� JI00, ��-- . i Lu Of LL 'I►/� ♦= j sip •�- ,i s •-,/'`�� I' �r .' I of • _._ • n .— _- ii oll •. I .. • • • uj • uj .. r r • ., • • '' • �• 1 SCALE: 1 /16" = V-0" M■ B.8 ------------- C.5 -------------- -------------- - E.2 1 ISSUE FOR CONSTRUCTION 07/15/22 JWT JWT JWT TC TC 0 ISSUE FOR PERMIT 06/24/22 JWT JWT JWT TC TC REV REVISION DESCRIPTION DATE DRWN DSGN CHKD QC APPD REF. DWG. NO REFERENCE DRAWING TITLE 2008 EXPANSION 2001 EXPANSION - --- - - 1995 EXPANSION - - - T - - - - - - - - - - - - - - - - - - - - ORIGINAL WAREHOUSE E1 o EK I HM-TURNER MERRICK PROJECT NO.: 3021600491 CLIENT PROJECT NO.: SCALE: AS NOTED KEY PLAN SCALE: N.T.S. WAREHOUSE EXPANSION LINE 13 EXPANSION TITLE: WT-BTB ZEPHYRHILLS EXPANSION ARCHITECTURAL LINE 13 EXPANSION EQUIPMENT FLOOR PLAN REVISION: DRAWING NO.: SHEET NO.: 1 A116 -- OF -- 1 2 3 Ld 5 u 7 9 Im A I B I C I D I E I F I G I H F.Al A 191 E I 9 H i 1 F E.2 E D C.5 C B.8 B.2 B F E D c B A AA 1313 cc C. DID z z F-: 0 z T UJ S Z) U *JIM% SCALE: 1/32" l'-O" DRAWING REF: Al 11, Al 12, Al 13, Al 14 U J) 0 U- �- LU LU ca 0 F E.2 E D C.5 c B.8 B.2 B F i.0 w 52 (n0 1 Lu U) 4 z ui Lu EXISTING WAREHOUSE LINE 13 ADDITION LINE 13 ADDITION EXISTING WAREHOUSE 1 :E u-J ui 0 cn w - TOP OF PANEL (HIGH) a- dk ui Nf 3 l'-8" AFF (13 l'-8") T 0TOPOF PANEL (LOW) � ;d, Mo, IV 25'-4" AFF (125'-4") Z Lu 5❑18--9 3 4' 18--10" 26' -0" 26-0 261-0" 181-101, 18'-9 3/4" El z 0 ------ - L ------------- Z U) w 60 wU) 0 TOP OF SLAB/DOCK HEIGHT LLJ z 0--0-- (100'-0") Lu z 0 ir ui DOCK APRON Lu = F- VARIES UJ 0 ED LL -i � < 6 a: co w wco A LINE 13 EXPANSION EAST ELEVATION M:D — >-= 6j6% SCALE: 1/16" = 1 '-0" DRAWING REF: Al 12, Al 14 m w cn W 0 - - - - < UJ Uj N O ui u- 0 �- 0 Z M Lu cn 7 :2 - 5 ry zry Z uJ 0 z < 0 Z 0 Lu z 0 P= zo z8 0 ui _j Lu uj 3: 0 o 2 uj en z z < (9 wo WAREHOUSE EXPANSION EAST ELEVATION 9A SCALE: 1/16" = 1'-0" DRAWING REF: Al 11, Al 13 9 1-0 1 iul j 2 ISSUE FOR CONSTRUCTION 07/15/22 JWT JWT JWT I TC - TC I ISSUE FOR PERMIT 06/24/22 JWT JWT JWT TC TC 0 ISSUE FOR PERMIT 105/26/22 JWT JWT I JWT I TC I TC REV REVISION DESCRIPTION DATE DRWN DSGN CHKD QC APPD REF. DWG. NO REFERENCE DRAWING TITLE AR 98488 rir EE FF GG 2008 EXPANSION --------------------------- 2001 EXPANSION --------------------------- 1995 EXPANSION -------------------- ORIGINAL WAREHOUSE KEY PLAN SCALE: N.T.S. REHOUSE EXPANSION LINE 13 EXPANSION TITLE: WT-BT13 ZEPHYRHILLS EXPANSION ARCHITECTURAL EXTERIOR BUILDING ELEVATIONS REVISION: DRAWING NO.: SHEET NO.: 2 A201 OF 1 2 3 El 5 M. 7 rt, Iwo A B C D E F G H I I i Z Q Z 1- Oz N W O W Lu W w / 0 Q � ofa (L_ _W i- W LLm 02 (t) W Z m O Y) U)a z n. WX X W UJLu p O p Q Cf) Z Z � Q 00 WW J U O S p O S Z_ a- LLJ W mm � � O z WW W~ Jz m O Q U � W m O e Wm m Y OO p WW H2 z WO m� WLu J w Q O J p F- W :D 00 z= H Z�' — p O Q Z Y N (n H � W U O W U) w UJ a.W Z p W Z LL W W p Qa Ir om J J v= E CO W W 2� mS U p M W cn W p < Z W Of p o- W W N U >O S S W H U) D LL. Q O0 Z Z Z W CO p Y O U)3�: Z w Z W Q S U) O Z IX Q O mO H ~ z J 0 U S ZO O_ w~ J V W — LL W Cl SO O� >- W z U) Q D 0 Lli Q U Z_ -W3 w n. oEr- U)W i=- O 1 A n /1 m I _.---- ___! I.1 r 11 Li \J V 1 V 1 1 1 J 1 c I _ 1 A B C D E F G H OF W8 x 31 COL 1/4 V 3" (2) 3/4" DIAMETER C8 x 11.5 STEEL GIRT. 2.1 2. 3. 1 BOLTS PER GIRT, 1 COPE AS REQUIRED TYPICAL N BENT PLATE 8x8x1/2 1/2" GAP F a 1/4 6" zF_: Oz o w 1" EA SIDE UQ 2 TYPICAL GIRT TO W-SHAPE U) _w o � COL CONNECTION z CONTINUOUS ROOF m o 2-- > MEMBRANE FLASHING WWITH LAP SEALANT nC. w w CONTINUOUS 2X CONTINUOUS ROOF z p o WOOD BLOCKING 4" 4" MEMBRANE FLASHING vi ROOF ASSEMBLY. �� WITH LAP SEALANT ¢ PREFINISHED REFERENCE ROOF a ROOF ASSEMBLY. PREFINISHED CONTINUOUS z z 3 CONTINUOUS METAL PLAN FOR ADDITIONAL REFERENCE ROOF if METAL GRAVEL STOP w ¢ 00 EDGE FLASHING INFORMATION PLAN FOR ADDITIONAL000 0 PREFINISHED METAL INFORMATION = o GUTTER SPACER AT - - - - - - - - - - - - - - - ' zw 36"ON CENTER - _ _______________ ---- _ ZV —w Lu m u 6" x 6" PREFINISHED p z METAL GUTTER CONTINUOUS METAL EDGE FLASHING w z WITH FASTENERS AND TAPE SEALANT mo w PREFINISHED METAL CONTINUOUS 2X GUTTER BRACKET AT WOOD BLOCKING w 4 36" ON CENTER m O U o 8 x 8 x 1/2 STEEL BENT PLATE. 8 x 8 x 1/2 STEEL BENT PLATE. zLu REFERENCE STEEL ATTACHMENT N N REFERENCE STEEL ATTACHMENT o DETAIL ON THIS DRAWING DETAIL ON THIS DRAWING rw w� w J o STEEL ROOF FRAMING. STEEL ROOF FRAMING. c l > REFERENCE STRUCTURAL REFERENCE STRUCTURAL o DRAWINGS FOR DRAWINGS FOR w ADDITIONAL INFORMATION ADDITIONAL INFORMATION z z 5 oa Z Y U) cn - w ;4 H J O 42 C LINE 13 EXPANSION SOUTH ELEVATION SCALE: 1/16" = 1'-0" DRAWING REF: A111 TOP OF PANEL (HIGH) IV 31'-8" AFF (131'-8") 3. 2.7 22. Y J TOP OF PANEL (HIGH) 1 31'-8" AFF (131'-8") TOP OF PANEL (LOW) l 25'-4" AFF (1264") TOP OF SLAB/DOCK HEIGHT 0'-0" (100'-0") —� DOCK APRON A VARIES Y w C8 x 11.5 STEEL GIRT WITH 8 x 8 x C8 x 11.5 STEEL GIRT WITH 8 x 8 x TOP OF SLAB/DOCK HEIGHT 1/2 STEEL BENT PLATE. 1/2 STEEL BENT PLATE. 0'-0' (100'-0") a z REFERENCE STEEL ATTACHMENT REFERENCE STEEL ATTACHMENT o DETAIL ON THIS DRAWING " ;. `:: DETAIL ON THIS DRAWING DOCK APRON z w VARIES o Ez- STEEL ROOF FRAMING. c:i iv STEEL ROOF FRAMING. a REFERENCE STRUCTURAL REFERENCE STRUCTURAL O m DRAWINGS FOR DRAWINGS FOR LINE 13 EXPANSION NORTH ELEVATION Y ADDITIONAL INFORMATION ADDITIONAL INFORMATION 6ESCALE: v = 6 i 1/16" = 1'-0" DRAWING REF: A112, A114 m m Itw CONTINUOUS 5/8" o= GYPSUM SHEATHING I `:: CONTINUOUS 5/8" w m GYPSUM SHEATHING ¢ z FULLY ADHERED w ¢ MEMBRANE FLASHING FULLY ADHERED MEMBRANE FLASHING COMPRESSIBLE EXPANSION JOINT: Lu 4" x 4" PREFINISHED JOINT WIDTH IS 2" o +/- 50 /o (1") w >METAL DOWNSPOUT ;+ MAXIMUM JOINT SIZE IS 3" U) a C8 x 11.5 STEEL GIRT WITH 8 x 8 x MINIMUM JOINT SIZE IS 1" O 1/2 STEEL BENT PLATE. z z 7 REFERENCE STEEL ATTACHMENT EXTERIOR w cn Y DETAIL ON THIS DRAWING WATERTIGHT 2" C8 x 11.5 STEEL GIRT WITH 8 x 8 x co 1/2 STEEL BENT PLATE. N N TAPERED INSULATION. BELLOWS LU CONTINUOUS z REFERENCE STEEL ATTACHMENT REFERENCE ROOF PLAN FOR ADDITIONAL ¢ DETAIL ON THIS DRAWING INFORMATION SEALANT FULL z HEIGHT, EACH SIDE p p a z ROOF ASSEMBLY. O ROOF ASSEMBLY. PRE-COMPRESSED - w REFERENCE ROOF i r REFERENCE ROOF FOAM EXPANSION N > PLAN FOR ADDITIONAL o J INFORMATION PLAN FOR ADDITIONAL EXISTING TILT -UP JOINT ASSEMBLY r INFORMATION CONCRETE PANEL zo-_-___- TO REMAIN VO 8 - - - - - - - - - - - - - - - - - - - - - - - w¢ - - - - - - - w — -- - ------------------- — ---------— -- o >_w z� ¢Lu w o� 0 w CONTINUOUS 2X z 5 WOOD BLOCKING O a W PARQ PARAPET ROOF FLASHING DETAIL PARAPET ROOF FLASHING DETAIL �0 9 9A SCALE: 1 1/2" = V-0" DRAWING REF: A114 V SCALE: 1 1/2" = V-0" DRAWING REF: A114 iml 1 ROOF COORDINATION 08/05/22 JWT JWT JWT TC TC 0 ISSUE FOR CONSTRUCTION 07/15/22 JWT JWT JWT TC TC REV REVISION DESCRIPTION DATE DRWN DSGN I CHKD QC APPD REF. DWG. NO COMPRESSIBLE EXPANSION JOINT: JOINT WIDTH IS 2" EXPANSION JOINT MOVEMENT IS +/- 50% (1") MAXIMUM JOINT SIZE IS 3" MINIMUM JOINT SIZE IS 1" TILT -UP CONCRETE PANEL PRE -COMPRESSED FOAM EXPANSION JOINT ASSEMBLY INTERIOR EXISTING TILT -UP CONCRETE PANEL TO REMAIN N EXISTING TILT -UP CONCRETE PANEL TO TILT -UP CONCRETE REMAIN PANEL INTERIOR WATERTIGHT —� EXTERIOR BELLOWS BASIS OF DESIGN: EMSEAL SEISMIC COLORSEAL BASIS OF DESIGN: EMSEAL SEISMIC COLORSEAL -CONTINUOUS 2X WEBSITE: https://www.emseal.com/ WEBSITE: https://www.emseal.com/ WOOD BLOCKING COLOR: TO MATCH EXTERIOR PAINT COLOR SCHEME COLOR: TO MATCH EXTERIOR PAINT COLOR SCHEME 9 1'EXPANSION JOINT DETAIL �� EXPANSION JOINT DETAIL ESCALE: 3" = -0" DRAWING REF: A111 SCALE: 3" = 1'-0" DRAWING REF: A111, A112 REFERENCE DRAWING TITLE CONTINUOUS SEALANT FULL HEIGHT, EACH SIDE p 2" 2008 EXPANSION -------------------------- INTERIOR 2001 (EXISTING) EXPANSION I i I --------------------------I i 1995 EXPANSION --- T--'------------------'1 � I � I ORIGINAL WAREHOUSE ❑❑❑ ❑ ❑ MERRICK'❑®®: MERRICK PROJECT NO.: 3021600491 CLIENT PROJECT NO.: SCALE: AS NOTED KEY PLAN SCALE: N.T.S. WAREHOUSE EXPANSION LINE 13 EXPANSION TITLE: WT-BTB ZEPHYRHILLS EXPANSION ARCHITECTURAL EXTERIOR BUILDING ELEVATIONS REVISION: DRAWING NO.: SHEET NO.: 1 A203 "" OF 1 N 3 0 5 0 7 Ere] A I B I C I D I E F I I J A I B I C I D G H J z ¢ z I-: oz rw ow ui wa 2 w a- a- = _cr ~ m 0� mw z� ON Fn a - iz a �-<� W wo zz 0= 0 aD zZ 3 a¢ ow w U J = 00 =0 �a za ww wm cr2 Or- o LLw w �- _l Z m0 �w 52 "' 0 4 w U) m Y O U ow W Uj �w z� w0 m� w a _ n- J W � Q o =' 0 w0 00 z= Lu z0 oa 5 Z Y cn (n H � W � J UO wa) wa aw 0 9 - w0 z LLw w= ¢Q a om J J �5 6 �cn ww cn m= U Lu cn ¢ 0 az w '� - aW W N U � > O w I— mD O0 WZ 7 � = Y cr- Za zw ¢3: U)0 �2 z _ ¢0 w o uj I- z m_j o� zo �0 8 w < J V W — w u- W 0 =0 o� >_w z cf) _ ¢D w oa ¢ U U` W Z �O �a oa mw No 9 TOP OF SLAB OVERLAP GRAVEL STOP— WITH MEMBRANE FLASHING WRAP ROOF MEMBRANE OVER TOP OF PARAPET AND DOWN FACE OF WOOD BLOCKING 1111WO-1101:4 04It MEMBRANE FLASHING WITH CONTINUOUS LAP SEALANT ROOF ASSEMBLY. a REFERENCE ROOF PLAN 4" FOR ADDITIONAL a INFORMATION CONTINUOUS LAP SEALANT 4" CONTINUOUS PRE -FINISHED METAL GRAVEL STOP FASTENERS CONTINUOUS FLASHING CONTINUOUS 2X WOOD BLOCKING/NAILER WITH LAG BOLTS AT 32" ON CENTER NEW WORK 8 1/2" TILT -UP CONCRETE PANEL STEEL ROOF FRAMING. REFERENCE STRUCTURAL DRAWINGS FOR a ADDITIONAL INFORMATION a PARAPET ROOF -FLASHING -DETAIL %J SCALE: 1 1/2" = 1'-0" DRAWING REF: A311 CONTINUOUS METAL EDGE FLASHING WITH FASTENERS AND TAPE SEALANT ROOF MANUFACTURER'S EXPANSION JOINT, ALL SEAMS HOT AIR WELDED WATERTIGHT ROOF MANUFACTURER'S MEMBRANE COATED METAL FASTENERS AT 12" ON CENTER WITH SEALANT TAPE CONTINUOUS SEALANT c U) PREFINISHED CONTINUOUS METAL GRAVEL STOP CONTINUOUS ROOF MEMBRANE FLASHING WITH LAP SEALANT FASTENERS AT 12" ON CENTER ROOF EXPANSION JOINT DESIGNED FOR 2" WITH POSSIBLE MOVEMENT OF 50% 2 ENLARGED ROOF EXPANSION JOINT DETAIL SCALE: 3" _ ' " F: A30 ALE. 1 -0 DRAWING RE 1 26 (�2 3 1 A311 A311 TOP OF PANEL VARIES 1 I 1 I i I I I 1 I 1 I BOTTOM OF CANOPY 11'-7" AFF (11 V-7) i I I I TOP OF SLAB 1 I I I I I o'-o" (100'-o") 1 I I FINISHED GRADE VARIES loop 6A WAREHOUSE EXPANSION EAST/WEST SECTION LOOKING NORTH SCALE: 1/16" = 1'-0" DRAWING REF: A111, A113 21 22 23 24 25 9A WAREHOUSE EXPANSION NORTH/SOUTH SECTION LOOKING WEST SCALE: 1/16" = V-0" DRAWING REF: A111, A113 1 ISSUE FOR CONSTRUCTION 07/15/22 JWT JWT JWT TC TC 0 ISSUE FOR PERMIT 06/24/22 JWT JWT JWT TC TC REV REVISION DESCRIPTION DATE DRWN DSGN CHKD QC APPD REF. DWG. NO REFERENCE DRAWING TITLE PARAPET (BEYOND) ROOF ASSEMBLY. REFERENCE ROOF PLAN FOR ADDITIONAL INFORMATION STEEL ROOF FRAMING. REFERENCE STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION FULLY ADHERED MEMBRANE FLASHING WITH CONTINUOUS LAP SEALANT. EXTEND MEMBRANE FLASHING FULL HEIGHT. WRAP ON TOP OF EXISTING WALL EXISTING ROOF ASSEMBLY TO REMAIN EXISTING WALL TO REMAIN EXISTING STEEL ROOF FRAMING TO REMAIN 1 PARAPET ROOF FLASHING DETAIL SCALE: 1 1/2" = V-0" DRAWING REF: A311 2008 EXPANSION -------------------------- I 2001 EXPANSION I I I --- --------------I 1995 EXPANSION - - - r - - - - - - - - - - - - - - - - - - - - I I I I ORIGINAL WAREHOUSE TV ❑t❑ MERRICK7 000, WMING-TURNER MERRICK PROJECT NO.: 3021600491 CLIENT PROJECT NO.: SCALE: AS NOTED KEY PLAN SCALE: N.T.S. WAREHOUSE EXPANSION LINE 13 EXPANSION TITLE: WT—BTB ZEPHYRHILLS EXPANSION ARCHITECTURAL WAREHOUSE EXPANSION BUILDING SECTIONS REVISION: DRAWING NO.: SHEET NO.: 1 A301 '— OF -- 1 2 K 4 5 7 H E Emu A B C E F G H 0 ! 1 111 Iill I 1 1 1 _ _ _ I C D I E F 1 z a ZO z �w 52 w ui wQ 2 0� a= w U- m 0� cw z� 09 _ Z d wW X w w� O = a� zz 3 Oo w "' J 0 O D S 0 z w w cnm ui - ix2 0 z ouj wz J0 m 0 Q w 52 cn0 4 w� in Y O U uj O � H w z w 0 m H w O J 0 ~ w� 00 zui zo zY 5 cnU) �w w � J 60 w(i) aw 0 z - w� z E:w w� o� aQ OUJ J �= J 6 acn ww cn m= uicn aZ aZ w ¢ - �o o- w 0 > 0 re 00 WZ Z 7 � 2- 5 Y Z 3: — ct Z w a� �0 �Z _ QO Z 0 Lu ~ z J 0� 0= z0 0 8 W� J V w =0 0- >_ uP z c _ ¢� ory Q U c� zo a o� cnw �= 9 Q 10 22 2.1 I �TOP I I I OF PANEL VAR TOP OF TOP OF STEEL EXISTING ROOF I VARIES VARIES I 1 I 1 I I I 1 I I I I 1 I I i 1 I I I 1 I I I i TOP OF SLAB I I TOP OF SLAB o'-o" (100'-0") I _ _. i - o'-o" (100'-o") �— FINISHED GRADE VARIES 3 A LINE ANE1163-EoXPANRSIION EASTM/EST SECTION LOOKING NORTH E.2 C.5 B.8 2 CONTINUOUS SEALANT CONTINUOUS TERMINATION BAR WITH FASTENERS AT 12" CONTINUOUS PRE -FINISHED COUNTERFLASHING FASTENERS AT 12" ON CENTER WITH SEALANT TAPE ROOF MANUFACTURER'S MEMBRANE COATED METAL FASTENERS AT 12" ON CENTER ROOF MANUFACTURER'S EXPANSION JOINT, ALL SEAMS HOT AIR WELDED WATERTIGHT ROOF MANUFACTURER'S MEMBRANE COATED METAL FASTENERS AT 12" ON CENTER WITH SEALANT TAPE CONTINUOUS SEALANT—, ROOF EXPANSION JOINT DESIGNED FOR 2" WITH POSSIBLE MOVEMENT OF 50% 2 ENLARGED ROOF GEXPANSION JOINT DETAIL SCALREF: A302 B.2 I TOP OF PANEL 1 31'-8" AFF (131'-8") r'NTOP OF PANEL 1 25' 4" AFF (125'-4") ------------- I I I I I TOP OF SLAB 1TOP OF SLAB 0'-0" (10o'-0") I FINISHED GRADE 1 I I 1 1 FINISHED GRADE VARIES i I ` VARIES 6 A LINE 13 EXPANSION NORTH/SOUTH SECTION LOOKING WEST SCALE: 1/16" = 1'-0" DRAWING REF: Al 12, A114 E.2 C.5 B.8 13.2 2 1 A313 A313 r Flo r I I 1_ TOP OF PANEL 1 31'-8" AFF (131'-8") TOP OF PANEL 1 ----------------------------------------___�_____ 25'-4" AFF (125'-4") -- ------ --------------------------- I 1 I I f I 1 I I 1 1 I I I 1 h TOP OF SLAB I I 1 TOP OF SLAB 0' 0'- (100' 0") FINISHED GRADE I I 1 FINISHED GRADE VARIES I 1 VARIES 9A LINE 13 EXPANSION NORTH/SOUTH SECTION LOOKING WEST SCALE: 1/16" = 1'-0" DRAWING REF: Al 12, A114 1 ISSUE FOR CONSTRUCTION 07/15/22 JWT JWT JWT TC TC 0 ISSUE FOR PERMIT 06/24/22 JWT JWT JWT TC TC REV REVISION DESCRIPTION DATE DRWN DSGN CHKD QC APPD REF. DWG. NO REFERENCE DRAWING TITLE L� . \ .I" . CONTINUOUS ROOF 4" 4" MEMBRANE FLASHING WITH LAP SEALANT ROOF ASSEMBLY. PREFINISHED CONTINUOUS REFERENCE ROOF METAL GRAVEL STOP PLAN FOR ADDITIONAL INFORMATION - - - - - - - - - - - v- - - - - - - - - - - (V CONTINUOUS METAL EDGE FLASHING WITH FASTENERS AND TAPE SEALANT CONTINUOUS 4" x 8" STEEL BENT PLATE CONTINUOUS 5/8" GYPSUM SHEATHING FULLY ADHERED MEMBRANE FLASHING EXISTING ROOF STEEL, ROOF ASSEMBLY AND ROOF INSULATION TO REMAIN 4 PARAPET ROOF FLASHING DETAIL 1 SCALE: 1 1/2" = 1'-0" DRAWING REF: -A@q q 3'/ 31 3 2008 EXPANSION -------------------------� I I 2001 I EXPANSION I I I --------------------------I 1995 EXPANSION - - - T -------------------- ORIGINAL WAREHOUSE ❑m ❑ MERRICK* 000 MERRICK PROJECT NO.: 3021600491 CLIENT PROJECT NO.: SCALE: AS NOTED KEY PLAN SCALE: N.T.S. CONTINUOUS 2X WOOD BLOCKING STEEL ROOF FRAMING. REFERENCE STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION CONTINUOUS 4" x 8" STEEL BENT PLATE EXISTING WALL TO REMAIN WAREHOUSE EXPANSION LINE 13 EXPANSION TITLE: WT-BTB ZEPHYRHILLS EXPANSION ARCHITECTURAL LINE 13 EXPANSION BUILDING SECTIONS REVISION: DRAWING NO.: SHEET NO.: 1 1 A302 -- OF '- 1 2 IC' 4 5 1.1 7 4 1 10 A I B I C C E F1 G z 1 Q Z� OZ �w OW ui wQ 2 fy a. n_ w cn =w m 02 mw z 2 oY _ z n. w� X w wC, Ouj Q zz 3 00 ww J o OM za ww m Lu 0 Z U_ LU wz J O Q U F W co 4 W U) m Y O c) LL W W z C Z G wO Nw LL NW J L.L O J o� w= 0 O Zuj z —� 5 0a Z Y cnOf —w � J UO w C/) 0w aw z - o� w z O tLL W w= o� ¢ry 0m J J �= 6 of wcn w �M m= v o� w cn �o �Z W `� - wo a w w N U x > O w� cn a 00 Z z 7 ui cn 5 Ile ww �_o cp3: Zw Zw a= U)0 z _ 0 �o L~ z � J 0 U ZO �0 8 w~ W U O � }w z cn_ Q cr ui Q U zUJ O Of IL 0 co �0 9 10 ROOF ASSEMBLY. REFERENCE ROOF PLAN FOR ADDITIONAL INFORMATION STEEL ROOF — FRAMING. REFERENCE STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION OVERHEAD SECTIONAL DOOR METAL TRACK OVERHEAD SECTIONAL DOOR AS SCHEDULED CONCRETE FILED PIPE BOLLARD (BEYOND) CONCRETE SLAB. REFERENCE STRUCTURAL DRAWINGS FOR ADDITIONAL I INFORMATION WAREHOUSE ADDITION PERIMETER STEEL ANGLE. REFERENCE STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION C I D 26 TOP OF PANEL I VARIE I I a I TOP OF STEEL VARIES I � e �r r a4 A301 a 9 .. d ° NEW WORK 8 1/2" TILT -UP CONCRETE PANEL O d a d. DOCK NUMBER SIGNAGE (TYPICAL AT ALL NEW WORK ° 4'-0" DOCK DOORS) PRE -FABRICATED METAL CANOPY `— BOTTOM OF CANOPY 11'-7" AFF (111'-7") HEAD OF DOOR r, 10'-0" AFF (110'-0") \ DOCK SEAL "L" PAD TYPE OF 40 OZ. 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NO E F 26 ROOF REFEF FOR A INFOR STEEL FRAMI REFEF STRU( DRAW ADDIT INFOR CONCF REFER STRUC DRAWI ADDITI INFORI CONTI 15 MIL BARRI POROI 7 WAREHOUSE EAST WALL SECTION L SCALE: 3/8" = 1'-0" DRAWING REF: A301 REFERENCE DRAWING TITLE � OF FtO#_',� ll! A O�! G H F PANEL tA TOP OF I S V F STEEL r, TOP OF S V NEW WORK 8 1/2" TILT -UP NEW WORK 8 1/2" TILT -UP CONCRETE PANEL CONCRETE PANEL F SLAB/DOCK HEIGHT TOP OF 00'-0") 0'-0" (1 REFERENCE CIVIL DRAWINGS FOR FINISHED GRADE MATERIAL REFERENCE CIVIL DRAWINGS FOR FINISHED GRADE MATERIAL CONCRETE FOOTING. REFERENCE STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION I � J 21 i ,MBLY. PLAN TONAL ATION ROOF kMING. ZENCE FURAL S FOR 'IONAL ATION SLAB. RENCE TURAL ;S FOR -IONAL IATION • ii /r� yr rr rr ry r/ �r y rr � rr r - • - • .- j ❑❑❑ El MERRICKQ�7 WHITING -TURNER MERRICK PROJECT NO.: 3021600491 CLIENT PROJECT NO.: SCALE: AS NOTED TITLE: WT-BTB ZEPHYRHILLS EXPANSION ARCHITECTURAL WALL SECTIONS AND DETAILS REVISION: DRAWING NO.: SHEET NO.: 1 A311 -- OF -- 1 2 4 7 0 0 10 A ' B ' C C E F H J 0 12 C 0 E F G H J 1 } z Q z 1- Oz w- w Ow w wa 2 ix n- a= _W ~m 02 mw z� OY) F5 a - za w, X w wz zz O= 0 am zZ 3 rr a Oo w J U O= x0 :of z_ a. ww mm c� 0Z ww w I' J z m 0 Q U I— w 52 cn 0 4 wN mY 0OU ww 1— 2 w O U w� M J W — O —1 0 ~ w 0 O z= �3. z 0 0a 5 Z Y U C/) H x w � J UO w cn 0k aw w z - O z 11 w w= o� ¢Q 0m J J �= 6 �cn w w �D m= U 0 � w cn � 0 a Z w Q - of p aw U of O w i— cn Z) 00 ZZ_ 7 cn � Y co� zry zw QI-- U)O z _ QO iro U.i�Q z 1�1 Z) J 0 U z0 O 8 w ~ J 0 w . w — LL0 m O 02 } w z cn_ ¢Lu Lu z Q0 z0 �0- ow mw 0 9 im■ ROOF REFEF FOR A INFOR STEEL FRAMI REFEF STRU( DRAW ADDIT INFOR CONCF REFER STRUC DRAWI ADDITI INFORI :EL $ WORK 8 1/2" TILT -UP aRETE PANEL kB/DOCK HEIGHT _ ��``��/'��jlA�ll��jlV�llA�!!V�!!A�!!\% J!!A� • � `/1���%y��/j��Jl��//��/��Jl��ij��lA jCONCRETE FOOTING. � REFERENCE CIVIL DRAWINGS FOR FINISHED GRADE MATERIAL - • - •`l��ij�i��x/�il�il�ij�>j�li�li�< , i� ii�li�!lli� DRAWINGS FOR ADDITIONAL INFORMATION SECTION3 LINE 13 EAST WALL AR•USE SOUTH WALLSECTION • A302 A30 1 ISSUE FOR CONSTRUCTION 07/15/22 JWT JWT JWT TC TC 0 ISSUE FOR PERMIT 06/24/22 JWT JWT JWT TC TC REV REVISION DESCRIPTION DATE DRWN DSGN CHKD QC APPD REF. DWG. NO REFERENCE DRAWING TITLE PARAPET (BEYOND) GG ROOF REFEF FOR A INFOR STEEL FRAMI REFEF STRU( DRAW ADDIT INFOR CONCF REFER STRUC DRAWI ADDITI INFORI CONTI 15 MIL BARRI POROI RCrCmr_rq% r_ J 1 MUU I UMML DRAWINGS FOR ADDITIONAL INFORMATION 1 WAREHOUSENOR EA3 NORTH SECTION IDRAWING ❑❑❑ ❑ :❑ VVT: MERRICIC 000- WHMNG-TURNER MERRICK PROJECT NO.. 3021600491 CLIENT PROJECT NO.: SCALE: AS NOTED TITLE: WT-BTB ZEPHYRHILLS EXPANSION ARCHITECTURAL WALL SECTIONS AND DETAILS REVISION: DRAWING NO.: SHEET NO.: 1 A312 " OF 1 2 3 El 5 9 7 C• E IME A I B I C I D I E I F I G I H I I J FA A C A E F I:I J 1 z Q Z 1- Oz ww OM w Lu wQ 2 0 i(n H m 02 Uw zg oY) za w �<-w w0 o D 0 Q� zz 3 �Q 00 wW J U O� S 0 �of Zn ww Nm m2 oZ LLw ui J Z m O �U ui -D2 cn0 4 W � m Y OU w w z uw O co IJ.1 Lu J W — Q_ Q OJ 0 ~ W D DO zui zo 0< 5 Z Y (n U) F- w —w � J 60 wU) 0w �w z - 0 ?�: w0 z E:w w= 0 F- Q¢ Em J � J = 6 �cn Ww w =m M 0 U 0-1 w cn W 0 d z W Q - � p d W W N U w O Lu _ W I- UD 0 w~Z_ 7 cn of U0 z� zW a= cn o 0 IX z _ QO mo LuF- z D J 0 D U � ZO W0 8 w ~ J V W — LL W 0 2 O 0 }w z c _ Q D Lu Q 0 Z O of aa_ 0� Uw 1-o 10 3 LINE 13 WEST WALL SECTION SCALE: 3/8" = 1'-0" DRAWING REF: A302 1 ISSUE FOR CONSTRUCTION 07/15/22 JWT JWT JWT TC TC 0 ISSUE FOR PERMIT 06/24/22 JWT JWT JWT TC TC REV REVISION DESCRIPTION DATE DRWN DSGN CHKD QC mmfimmmmw APPD REF. DWG. NO E.2 1 I TOP OF PANEL 264' AFF (125'-4") ' I I BOTTOM OF SCUPPER OPENING -_-_ 23' 3" AFF 123' 3" I I I � �a • I NEW WORK 8 1/2" TILT -UP CONCRETE PANEL DOWNSPOUT. REFERENCE ROOF DRAWINGS FOR ADDITIONAL INFORMATION 0'-0" (100'-0") 3 A301 ROOF ASSEMBLY. REFERENCE ROOF PLAN FOR ADDITIONAL INFORMATION DRAWINGSREFERENCE CIVIL CONTINUOUS FOR /\\rVAPOR GRADE MATERIAL\: /\\/\\/\\/\\/\\/\\/\\/\\f\\1\\/�0/\\/O/\\/�f\ BARRIER CONCRETE FOOTING. REFERENCE STRUCTURAL POROUS FILL DRAWINGS FOR ADDITIONAL INFORMATION SOUTH2 LINE 13 • DRAWING REFERENCE DRAWING TITLE ROOF REFEF FOR A INFOR STEEL FRAMI REFEF STRU( DRAW ADDIT INFOR CONCF REFER STRUC DRAWI ADDITI INFORI CONTI 15 MIL BARRI POROI mr-ri=fCCIV\iC J 1 MU%, I UrlML DRAWINGS FOR ADDITIONAL INFORMATION LINE 13 NORTH WALL SECTION SCALE: 3/8" = 1'-0" DRAWING REF: A301 ®®® VV-T o90 MERRICK ®❑ _ MERRICK PROJECT NO.: 3021600491 CLIENT PROJECT NO.: SCALE: AS NOTED TITLE: WT-BTB ZEPHYRHILLS EXPANSION ARCHITECTURAL WALL SECTIONS AND DETAILS REVISION: DRAWING NO.: SHEET NO.: 1 A313 -- OF -- 1 2 3 5 R 7 0 tE in 0 A E F G H I ' J } z z F- Oz m LU OW U w , LU Q � a= _IX F- LU W m O� Gow z� oN za LU� �<-w W a zz O � a LU Go as a z z CK¢ Oa LULU J U O0 2 a za LULU tom a>- m� CKz oLU wz J O Q U LU Co A LU U mY 0O C) a� FLU z� LU O U F- LU W a. - J R' m O J a ~' LU = ao z= F- LU -a o¢ Z Y co Go — W � J U O W U) 0 aLU z a3: wo z LL.w= LU a F- ¢Q Om J LL J L U 2 of fo w LU W m= U as Lu co IX u Q W w a. 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LULL- J U W W 0 m O O� }LU zU) w a� z ¢v LU zI �0 °_ aLU �w F-Q 1 1-% Li V V L- 1 tJ 1 1 1 V J 7 7 0 C� E F I G I H I J V7 z a oz w 02 w ul wQ 2 ~m 0� �w z Oa _ z n_ w� 7<w w� O = a� za 3 0 Ow —1 U OD _� �x z o- Ww m Oz V W Lu H J Z mO Q U W �2 "' 0 w4 � m OU wW �W UJI Uo J w O _j ❑ ~ WC) 00 z= F-!�: z0 0a 5 Z Y cnc/) ~w � J O U COW 0w aw 0 z - w 0 z rr w W ¢Q O m J J C5= 6 o c/5 �w w 2� CO 0 ❑ wcn ¢Z az w Q - ceo o- w 0IN w O uwi cw 00 ZZ 7 UJI U) 2 Y rere Of U) zQ� zw a= N0 z _ Qo IxO L~ Z J 0 �= U � zo �0 8 w~ J Cai W — LL_ w❑ 0- W z U _ QD ❑ m Q U Zo a[L �a �w �0 9 10 8"X8" GALVANIZED METAL DOWNSPOUT - 0 :;t EXPANSION BOLT 8"X8" GALVANIZED iI METAL DOWNSPOUT i 1 12"X3 1 /2"X5/16"X3" - LONG ANGLES EXPANSION WELD TO CHANNEL BOLT i i m R R A iI Ii A a4 HNA H ° o iI Ii o 1 0"X3 1/2"X5/16"X3" �) Ii FACE OF WALL �—LONG ANGLES C9 o WELD TO CHANNEL r 3 1/2" 0 0 C10X15.3 STEEL CHANNEL DOWNSPOUT 10" GUARD SECTION A -A 0 T u d d n CONNECTION TO IN -GROUND CONCRETE DRAINAGE SYSTEM PAVEMENT A DOWNSPOUT GUARD ELEVATION AND SECTION 'r SCALE: 1/2" = 1'-01, DRAWING REF: Al11 1 ISSUE FOR CONSTRUCTION 07/15/22 JWT JWT JWT TC TC 0 ISSUE FOR PERMIT 06/24/22 JWT JWT JWT TC TC REV REVISION DESCRIPTION DATE JDRWN DSGN CHKD QC JAPPD THRU WALL PI -PE PENETRATION V SCALE: 3" = V-0" DRAWING REF: -- FILL WITH CONCRETE, ROUND AND SMOOTH TOP 6" DIAMETER SCHEDULE 80 PIPE, PAINTED HIGH VISION SAFETY YELLOW CONTINUOUS WELD AT BASE 12"x 12"x 314" BASE PLATE BOLTED TO SLAB WITH (4) 314"0 x 4" LONG STAINLESS STEEL ANCHOR BOLTS SET WITH EPDXY GROUT. BOLT PATTERN 9" SQUARE 0 0 N 6'-2" DOCK LEVELER PIT. VERIFY DIMENSIONS WITH PURCHASED EQUIPMENT. REFERENCE STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION Z O DOCK LEVELER 0 wz a ALIGN FACE I Q OF PIPE 00 BOLLARD ON DOORJAMB w❑ Q Q F QUO www J � TILT -UP CONCRETE a " > = z PIPE BOLLARD WITH 'ANEL RECESSED SLEEVE ' Uc�n� -- /2" TO 6" METALLIC 31PE ❑O� — % OR CONDUIT w ❑ ! U �0� w cn W U W LL— -- — — -- — -- --- — -- w---------------- d LL ° /2" MINIMUM DEPTH ° a 3ONTIN000S ° a. a iEALANT ° e ----------- ------ DOCK BUMPER. DOCK BUMPER. b j I ATTACH TO ATTACH TO CONCRETE WALL PER CONCRETE WALL PER I--------------------------� MANUFACTURER'S MANUFACTURER'S JIINIMUM 1" THICK DOCK SEAL "L" PAD TYPE OF RECOMMENDATION RECOMMENDATION 1'-0" 9'-0" TIGHTLY PACKED 40 OZ. VINYL COATED NYLON AINERAL WOOL FORM WITH 4" PLEATS AND YELLOW DOOR WIDTH ROUGH OPENING GUIDE STRIP. ATTACH TO CONCRETE WALL PER MANUFACTURER'S RECOMMENDATION 2 LOADING DOCK LEVELER PLAN DETAIL SCALE: 3/4" = l'-0" DRAWING REF: -- FINISH TOP OF BOLLARD WITH 6 5/8" X 1/4" THICK STEEL CAP. CONTINUOUS WELD TO PIPE BOLLARD 6 518" OUTSIDE DIAMETER X 66 INCHES LONG SCHEDULE 40 PIPE, PAINTED HIGH VISION SAFETY YELLOW 0 24" DIAMETER 112" FIBERBOARD FORM CONCRETE SLAB 7 518" OUTSIDE DIAMETER X 18 INCHES LONG SCHEDULE 40 STEEL SLEEVE. WELD SLEEVE TO 8 112" DIAMETER X 114" _ THICK BASE PLATE. PROVIDECo co AND WELD FOUR (4) STUDS TO BASE PLATE 18" x 2'-0" DEEP AUGURED HOLE, ENCASE SLEEVE IN CONCRETE FOOTING FILL WITH CONCRETE, ROUND AND SMOOTH TOP 6" DIAMETER (NOMINAL O. D.) SCHEDULE 80 PIPE, PAINTED HIGH VISION SAFETY YELLOW 24" DIAMETER 112" FIBERBOARD FORM CONCRETE SLAB 18" x 3'-0" DEEP AUGURED HOLE, ENCASE PIPE IN CONCRETE FOOTING PIPE BOLLARD INTERIOR PIPE BOLLARD INTERIOR / REMOVABLE PIPE INTERIOR PIPE BOLLARD SURFACE MOUNTED AT BOLLARD WITH RECESSED ENCASED /N CONCRETE CONCRETE SLEEVE ENCASED IN CONCRETE INTERIOR AND EXTERIOR PIPE BOLLARD DETAILS SCALE: 1/2" = V-0" DRAWING REF: -- REF. DWG. NO REFERENCE DRAWING TITLE IALIGN FACE OF PIPE BOLLARD ON DOORJAMB OVERHEAD SECTIONAL DOCK DOOR AS SCHEDULED PIPE BOLLARD WITH • �— RECESSED SLEEVE EDGE OF SLAB 1'-0" DOCK SEAL "L" PAD TYPE OF 40 OZ. VINYL COATED NYLON WITH 4" PLEATS AND YELLOW GUIDE STRIP. ATTACH TO CONCRETE WALL PER MANUFACTURER'S RECOMMENDATION FILL WITH CONCRETE, ROUND AND SMOOTH TOP 6" DIAMETER (NOMINAL O.D.) SCHEDULE 80 PIPE, PAINTED HIGH VISION SAFETY YELLOW 18" DIAMETER 1/2" `t FIBERBOARD FORM REFERENCE CIVIL DRAWINGS FOR FINISHED GRADE MATERIAL I `eI . 18" x T-0" DEEP 1 a AUGURED HOLE, Ia ENCASE PIPE IN CONCRETE I FOOTING Q I I< a La d a PIPE BOLLARD V-6" EXTERIOR PIPE BOLLARD ENCASED IN CONCRETE TITLE: WT-BTB ZEPHYRHILLS EXPANSION ARCHITECTURAL DETAILS REVISION: DRAWING NO.: SHEET NO.: 1 A402 -- OF L -- 1 3 5 7 0 1 10 A B C D E F G H A I B I C I D I E F C H J z zF_: o Iz wuj o w wit 0 Q Wa a= _CC ~m w2 ow z� z oY) a za L� x w w0 = 0 0 Of zz -z Ix¢ o0 ww U oM in z o- ww c/)m 0Z w� wz J O m� �w cn o wcf) in Y 00 o� ww �-M wo w~ d J w- O J o� wO o= z z� zo r- z o¢ Z Y U) N -w � J UO wm 0w aw o� w0 z U-w w= o� ¢Q om U 2 Rto w "' m= U wfn ¢z aQ w a-w w N U � N O 00 Z z co = Y �o U� z� zw No �z 0 �0 Lu~ z = J 0 U � 00 Ir 0 w J ¢ wV =o 0� >_w z U' ¢_ oui z� ¢ U 0 zUJ 3 5;o ocr- �w F_ 0 1 2 3 2 5 0 7 0 0 10 CODES, STANDARDS, AND SPECIFICATIONS 1. THIS SPECIFICATION IS FORMED IN PART BY THE FOLLOWING REFERENCES TO THE CURRENT EDITIONS OF CODES, STANDARDS AND PUBLICATIONS. ACI AMERICAN CONCRETE INSTITUTE ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE AND COMMENTARY ACI SP-66 ACI DETAILING MANUAL 2004 W/ REF TO ACI 315-99 & 315R-04 ACI 117-10 (2015) SPECIFICATIONS FOR TOLERANCES FOR CONCRETE CONSTRUCTION AND MATERIALS ACI 301-10 SPECIFICATIONS FOR STRUCTURAL CONCRETE ACI 211.1-91(2009) STANDARD PRACTICE FOR SELECTING PROPORTIONS FOR NORMAL, HEAVYWEIGHT AND MASS CONCRETE ACI 309R-05 GUIDE FOR CONSOLIDATION OF CONCRETE ASTM A615-16 STANDARD SPECIFICATION FOR DEFORMED AND PLAIN CARBON -STEEL BARS FOR CONCRETE REINFORCEMENT CRSI CRSI MANUAL OF STANDARD PRACTICE, 28TH EDITION, 2009 (CONCRETE REINFORCING STEEL INSTITUTE) OSHA OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION TITLE 29, PART 1910 AND PART 1926 NEC NATIONAL ELECTRICAL CODE, ARTICLE 250 GROUNDING CONCRETE MATERIALS AND REINFORCING SHALL BE DESIGNED, DETAILED AND PLACED IN ACCORDANCE WITH THESE SPECIFICATIONS AND THE NOTED REFERENCES. 2. SHOULD A CONFLICT BE FOUND TO EXIST BETWEEN ANY APPLICABLE PORTION OF THE ABOVE REFERENCED CODES, STANDARDS AND REGULATIONS AND THIS SPECIFICATION, THE CONFLICT SHALL BE SUBMITTED TO THE ENGINEER FOR RESOLUTION BEFORE PROCEEDING WITH THE AFFECTED WORK DESIGN CRITERIA 1. RISK CATEGORY, PER ASCE 7-16, TABLE 1.5-1:RC-II 2. MINIMUM DESIGN LOADS IN ACCORDANCE WITH ASCE-7 a. LIVE LOAD (LL) 1.) FLOOR LIVE LOAD: 100 psf b. EQUIPMENT LOAD (ABSENCE OF VENDOR EQUIPMENT LOAD): 1.) 7" THICK SLAB: 250 psf 2.) 12" THICK SLAB: 400 psf c. FORKLIFT LOAD: 23.5 kip VEHICLE PLUS LIFT WEIGHT, (8.125 kip FRONT AXLE LOAD) d. EARTHQUAKE LOAD PARAMETERS 1.) ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE PROCEDURE 2.) IMPORTANCE FACTOR: 1.0 (RC -II) 3.) SEISMIC SITE CLASS: D (DEFAULT) 4.) MINIMUM DESIGN SPECTRAL RESPONSE COEFFICIENTS I. SpS = 0.062g ii. Sp, = 0.051 g iii. TL = 8s 5.) SEISMIC DESIGN CATEGORY: A e. WIND LOAD PARAMETERS 1.) ANALYSIS PROCEDURE: MWFRS: DIRE ZONAL PROCEDURE 2.) WIND LOAD PARAMETERS i. BASIC WIND SPEED - 137 MPH ii. EXPOSURE CATEGORY = C iii. TOPOGRAPHIC FACTOR -1.0 iv. ENCLOSURE = PARTIALLY ENCLOSED f. SNOW LOAD PARAMETERS 1.) GROUND SNOW LOAD = 0 psf g. ICE LOADS: NA h. FLOOD LOADS: NA i. SPECIAL LOADS: NA j. FUTURE LOADS: UNLESS SPECIFICALLY NOTED, THERE ARE NO PROVISIONS MADE FOR FUTURE FLOOR, ROOF OR OTHER LOADS 15. THE SUBCONTRACTOR SHALL BECOME FAMILIAR WITH THE SURVEY AND SUB -SURFACE SOILS INVESTIGATION REPORT BEFORE BEGINNING CONSTRUCTION. 16. NOTIFY THE ENGINEER AS SOON AS POSSIBLE OF ANY UNUSUAL SOIL CONDITIONS IN VARIANCE WITH TEST BORINGS, SUCH AS UNEXPECTED SPRING OR SEEPAGE WATER, MATERIAL PUMPING UNDER EXCAVATION EQUIPMENT, MATERIAL BECOMING FLUID DUE TO VIBRATION CAUSED BY EXCAVATION EQUIPMENT, MATERIAL DIFFERING FROM TEST BORINGS, OR SOIL OF QUESTIONABLE BEARING CAPACITY. 17. THE SUBCONTRACTOR SHALL BE RESPONSIBLE FOR ALL SHORING, BRACING, NEEDLING, UNDERPINNING, AND OTHER MEANS REQUIRED TO PROTECT THE SAFETY, INTEGRITY, AND STABILITY OF ALL CONSTRUCTION, INCLUDING EXCAVATIONS ADJACENT TO EXISTING STRUCTURES, SLABS, OR FOUNDATIONS. THE SUBCONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN, MEANS, METHODS, TECHNIQUES, SEQUENCES, PROCEDURES OF CONSTRUCTION, AND FOR CONSTRUCTION SAFETY. EXISTING STRUCTURES, SLABS, OR FOUNDATIONS SHALL NOT MOVE OR BE UNDERMINED DUE TO SUBCONTRACTOR'S EXCAVATION. 18. EXCAVATION: a. CARE SHALL BE TAKEN TO NOT DISTURB THE BOTTOM OF THE FINAL EXCAVATION. FINAL FOUNDATION GRADE EXCAVATION SHALL NOT BE MADE UNTIL JUST PRIOR TO PLACING REINFORCING AND CONCRETE. b. ALL EXCESS EXCAVATED MATERIAL SHALL BE REMOVED FROM THE SITE OR AS DIRECTED BY MERRICK. 19, DEWATERING OF EXCAVATIONS AS REQUIRED. METHODS FOR DEWATERING AND THE NEED TO DO SO IS AT THE SUBCONTRACTOR'S DISCRETION AND THE GEOTECHNICAL REPORTS LISTED IN SECTION VIII. 20. SET FOUNDATIONS AT ELEVATIONS SHOWN, OR ON FIRM UNDISTURBED MATERIAL OF DESIGN BEARING CAPACITY, WHICHEVER IS LOWER. THE SUBCONTRACTOR SHALL VERIFY THAT EACH FOOTING PLACED IS BEARING ON SUITABLE DESIGN MATERIAL. PER GEOTECHNICAL REPORT. a. ALL SOIL SURROUNDING AND UNDER ALL FOOTINGS SHALL BE PROTECTED FROM FREEZING AND FROST ACTION DURING CONSTRUCTION. b. WHERE FOOTINGS ARE IN CLOSE PROXIMITY OF SEWERS, DRAINS, CONDUITS, UNDERGROUND PIPES, ETC., BOTTOM OF FOOTINGS SHALL BE BELOW INVERT ELEVATION OR BOTTOM OF NOTED ELEMENTS. c. KEEP FOUNDATION EXCAVATIONS FREE OF WATER AT ALL TIMES. REPLACE WEAKENED SOIL WITH LEAN CONCRETE (1500 PSI). 21. BACKFILL AND FILL MATERIALS: PROVIDE SATISFACTORY SOIL MATERIALS FOR BACKFILL AND FILL FREE OF CLAY, DEBRIS, WASTE, FROZEN MATERIALS, VEGETABLE AND OTHER DELETERIOUS MATTER, ROCK OR GRAVEL MATERIAL SHALL NOT BE LARGER THAN 3 INCH IN ANY DIMENSION. BACKFILL AND FILL SHALL BE PER GEOTECHNICAL SOILS REPORT RECOMMENDATIONS. 22. POROUS FILL SHALL BE A NATURALLY OR ARTIFICIALLY GRADED MIXTURE OF CRUSHED LIMESTONE OR GRAVEL, COMPACTED, (MINIMUM 6 IN. THICK UNDER FLOOR SLABS, UNLESS NOTED OTHERWISE ON DRAWINGS). THE GRADATION SHALL CONFORM TO ASTM C33 SIZE 57. 23. COMPACTION: a. BACKFILL SHALL BE BROUGHT UP TO FINISHED GRADE IN COMPACTED LIFTS PER THE RECOMMENDATIONS OF THE GEOTECHNICAL REPORT. b. THE BACKFILL OR FILL MATERIALS SHALL HAVE AN OPTIMUM MOISTURE CONTENT PER PROJECT GEOTECHNICAL REPORT WHEN TESTED. TEST ACCORDING TO MODIFIED PROCTOR ASTM D1557. THE MINIMUM COMPACTION DENSITIES UNDER FOUNDATIONS, SLABS ON GRADE, SEWERS, MANHOLES, PAVEMENTS, NOT LESS THAN 95%. c. SETTLEMENT OR WASHING THAT OCCURS IN GRADED OR BACKFILLED AREAS PRIOR TO ACCEPTANCE OF THE WORK SHALL BE REPAIRED AND GRADES REESTABLISHED TO THE REQUIRED ELEVATIONS AND SLOPES. d. COMPACTION TESTS SHALL BE CONDUCTED ON THE SUBGRADE AND FOR EACH LAYER OF BACKFILL AT THE RATE OF ONE TEST FOR EVERY 5000 SQUARE FEET. II. SUBGRADE: 1. ALL BUILDING FOOTINGS, EQUIPMENT FOUNDATIONS, PIPE RACK FOUNDATIONS AND GROUND FLOOR SLABS SHALL BE PLACED IN ACCORDANCE WITH PROJECT GEOTECHNICAL REPORTS. 2. CONCRETE FOR FOUNDATIONS SHALL BE PLACED ON UNDISTURBED SOIL, ROCK, OR ON COMPACTED STRUCTURAL FILL OR SEAL SLAB (MUD MATS), SURFACES TO RECEIVE CONCRETE SHALL BE FREE OF LOOSE MATERIAL. PLACEMENT AND COMPACTION OF SUBGRADE MATERIALS SHALL COMPLY WITH THE PROJECT GEOTECHNICAL SPECIFICATIONS. 3. GROUND FLOOR SLABS SHALL BE CAST OVER A CAPILLARY WATER BARRIER CONSISTING OF 4" OF WELL COMPACTED MATERIAL. THE MATERIAL SHALL BE FREE DRAINING, SAND (SP) AND NOT MORE THAN 5% PASSING THE NO. 200 SIEVE. VAPOR RETARDERS SHALL BE PROVIDED UNDER SLABS PER FBC 1907.1. 4. ELECTRICAL GROUNDING SHALL BE PROVIDED IN ACCORDANCE WITH THE NEC ARTICLE 250, GROUNDING, AND AS PROVIDED, PER ELECTRICAL DRAWINGS FOR THIS CONTRACT. a. REINFORCING STEEL PRIOR TO FABRICATION OR SHIPMENT OF REINFORCING STEEL AND ACCESSORIES, THE SUBCONTRACTOR SHALL SUBMIT THE SHOP DRAWINGS FOR FOR APPROVAL. SHOP DRAWINGS SHALL INDICATE BENDING DIAGRAMS, ASSEMBLY DIAGRAMS, SPLICING AND LAPPING OF REBARS, SHAPES, DIMENSIONS AND DETAILS OF REBAR AND ACCESSORIES. DRAWINGS SHALL SHOW ALL OPENINGS AND PENETRATIONS THAT PASS THROUGH CONCRETE CONSTRUCTION. THE APPROVAL OF DRAWINGS WILL BE FOR CONFORMANCE TO THE DESIGN INTENT AND WILL NOT RELIEVE THE VENDOR OF RESPONSIBILITY FOR ERRORS, OMISSIONS OR THE • • • • • • • • N • N N N • • N •• • • • •• • • ••• • • • N • • N • • N • • • •• • •• • • • • •• • • • • • • N • N • N• • • •• • • •• • •N • ••••N••N••N•NNNNNN•NNNN••NNNNNN••••••••••N••NN•N•N•H••N•N•NN•N b. EMBEDDED ITEMS PRIOR TO FABRICATION OR SHIPMENT OF EMBEDDED ITEMS, THE SUBCONTRACTOR SHALL SUBMIT THE SHOP DRAWINGS FOR FOR APPROVAL. THE DRAWINGS WILL SHOW ALL MATERIAL SPECIFICATIONS, CUTS, ANCHOR DEVICES, WELDS AND FINISH IN ACCORDANCE WITH THE DESIGN DRAWINGS AND THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION CODE OF STANDARD PRACTICE. THE DRAWING APPROVAL WILL BE FOR CONFORMANCE TO THE DESIGN INTENT AND WILL NOT RELIEVE THE SUBCONTRACTOR OF RESPONSIBILITY FOR ERRORS, OMISSIONS, OR THE ACCURACY OF DIMENSIONS. c. THE SHOP DRAWINGS SHALL INDICATE THE MERRICK DESIGN DRAWING REFERENCE AND THE REVISION NUMBER AND DATE USED TO CREATE THE SHOP DRAWINGS. V. EXPANSION CONSTRUCTION AND CONTROL JOINTS: 1. EXPANSION, CONSTRUCTION AND CONTRACTION JOINTS SHALL BE PROVIDED IN ACCORDANCE WITH STANDARD DETAILS AND AS LOCATED OR DETAILED ON THE DRAWINGS. ANY OTHERS DEEMED NECESSARY SHALL BE APPROVED BY THE MERRICK REPRESENTATIVE. VI. GROUT: 1. GROUT FOR COLUMN BASE PLATES AND EQUIPMENT FOUNDATIONS SHALL BE MINIMUM 1 1/2" THICK CONSTRUCTION GRADE NON -SHRINK UNLESS NOTED OTHERWISE ON DESIGN DRAWINGS, MASTERFLOW 713, MASTER BUILDERS OR APPROVED EQUAL. GROUT PLACEMENT WITHIN TIGHT CLEARANCES OF LESS THAN 1", USE FIVE STAR FLUID GROUT 100 OR APPROVED EQUAL. 2. CONCRETE FOUNDATIONS SHALL BE CURED FOR AT LEAST SEVEN DAYS PRIOR TO GROUT PREPARATION. 3. NON -SHRINK GROUT SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 5000 PSI. EPDXY GROUT SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 8000 PSI. 4. BEFORE GROUTING COLUMN BASE PLATES, REMOVE LAITANCE FROM THE HARDENED CONCRETE SURFACE AND ROUGHEN BY CHIPPING TO COARSE AGGREGATE WITH 1/4" DEEP INDENTATION. THOROUGHLY CLEAN THE SURFACE AFTERWARD. 5. THE FOUNDATION MUST BE KEPT FREE OF CONTAMINATION BY OIL, DIRT, WATER, AND SO FORTH AFTER IT HAS BEEN PREPARED FOR GROUTING. PROTECTIVE SHEETING (SUCH AS SHEETS OF CLEAN POLYETHYLENE) SHALL BE USED TO COVER THE PREPARED SURFACES WHEN WORK IS NOT IN PROGRESS. 6. WHEN THE SURFACE CHIPPING IS COMPLETE, THE FOUNDATION SHALL BE THOROUGHLY BROOMED AND AIR -BLOWN FREE OF ALL DUST WITH CLEAN, DRY, OIL -FREE AIR. 7. WATER SATURATE THE GROUT CONTACT SURFACE FOR 12 HOURS PRIOR TO GROUTING. REMOVE ALL FREE WATER IMMEDIATELY BEFORE GROUTING. 8. ANCHOR BOLT SLEEVES AND GROUT POCKETS KEYS SHALL BE TEMPORARILY PLUGGED, CAPPED OR OTHERWISE SECURELY CLOSED TO PREVENT ENTRY OF CONCRETE, DIRT, DEBRIS OR WATER, 9. AFTER COLUMN IS SET AND ALIGNED ON THE FOUNDATION, GROUT POCKET VOIDS SHALL BE FILLED. CHAMFER • • • • • N ••• • • •N • • • •• • • • • •• • • •• N • • • •• • • •• • •N • • N••••NN•••••NN•••N•N••••NN•NNNNNN• 10. ANCHOR BOLT THREADS SHALL BE COVERED WITH DUCT TAPE, FOAM PIPE, INSULATION, OR OTHER SUITABLE MEANS TO KEEP THEM CLEAN AND PREVENT ANY DAMAGE THAT MIGHT OCCUR DURING CHIPPING AND GROUTING OPERATION. 11. AFTER GROUT HAS THOROUGHLY HARDENED, REMOVE ALL LEVELING WEDGES OR SCREWS AND PATCH HOLES WITH SIMILAR GROUT. 12. ALL COLUMN BASE PLATES WITH SHEAR LUGS SHALL BE GROUTED WITH FLOWABLE NONSHRINK CEMENT BASED GROUT. 13. EPDXY ADHESIVE SHALL BE USED FOR ANCHORING RODS, DOWELS, AND REINFORCING BARS INTO EXISTING CONCRETE, UNLESS NOTED OTHERWISE. FOR DETAILS, SEE STANDARD ANCHOR RODS, SHEET 6004-SG-00-004. 14. EPDXY BONDING ADHESIVE SHALL BE USED AT JOINTS FOR BONDING ANDIOR MORTARING WITH EXISTING CONCRETE, AS NOTED ON DESIGN DRAWINGS. ADHESIVE SHALL BE COMPLIANT WITH ASTM C881. RECOMMENDED PRODUCT IS BASF MASTEREMACO ADH 326, LIQUID EPDXY CONCRETE BONDING ADHESIVE, OR APPROVED EQUAL. 15. ALL COLUMN PENETRATIONS THROUGH FLOOR SLAB SHALL BE BACKFILLED WITH PLAIN CONCRETE. BOND BREAKER MATERIAL SHALL BE WRAPPED AROUND COLUMN PRIOR TO CONCRETE PLACEMENT. III. CAST -IN -PLACE CONCRETE: VII TESTING: 1. CALCIUM CHLORIDE SHALL NOT BE PERMITTED NOR SHALL ANY ADMIXTURE CONTAINING CALCIUM CHLORIDE BE 1. A QUALIFIED AND INDEPENDENT TESTING AND INSPECTION AGENCY SHALL WORK TO PERFORM TESTS, AND PREPARE CONCRETE GENERAL NOTES PERMITTED. TEST REPORTS. 2. BOND BREAKER MATERIAL SHALL BE 30 POUND FELT PAPER. a. WORK SHALL FOLLOW AGENCY PROCEDURES, AS APPROVED BY MERRICK, AND SHALL PROVIDE INDEPENDENT 3. CONCRETE SHALL BE DISCHARGED AT THE PROJECT SITE WITHIN 1-1/2 HOURS AFTER WATER HAS BEEN ADDED TO AND VERIFIABLE RESULTS FOR QUALITY ASSURANCE AND QUALITY CONTROL (QA/QC). THE SUBCONTRACTOR I. GENERAL SITEWORK/CONSTRUCTION NOTES: THE CEMENT AND AGGREGATES. ADDITION OF WATER TO THE MIX AT THE PROJECT SITE WILL NOT BE ALLOWED. ALL SHALL REMAIN SOLELY RESPONSIBLE FOR ALL WORK PERFORMED, REGARDLESS OF THE DEGREE OF 1. REINFORCING STEEL SHALL BE ASTM A615, GRADE 60 AND SHALL BE FREE FROM LOOSE FLAKY RUST, MUD, OIL OR WATER MUST BE ADDED AT THE BATCH PLANT. HIGH -RANGE WATER -REDUCING ADMIXTURE MAY BE ADDED AT THE INSPECTION PROVIDED BY MERRICK. OTHER COATINGS THAT WILL DESTROY OR REDUCE THE BOND. ALL BARS SHALL BE DEFORMED UNLESS NOTED. PROJECT SITE TO INCREASE THE SLUMP. b. THE TESTING AGENCY SHALL CONDUCT AND INTERPRET THE TESTS, STATE IN EACH REPORT WHETHER THE 2. MINIMUM DISTANCE FROM EDGE OF BAR TO FACE OF CONCRETE SHALL BE 3" WHERE PLACED AGAINST EARTH AND 2" 4. PROPER SUPPORT OF PRINCIPAL REINFORCING SHALL BE DETAILED AND SUPPLIED BY THE SUBCONTRACTOR TEST SPECIMENS COMPLY WITH CONTRACT DOCUMENTS, OR NOT, AND SPECIFICALLY STATE ANY DEVIATIONS IN WHERE EXPOSED TO EARTH OR WEATHER AND PLACED AGAINST FORMS. FOR CLEARANCE NOT LISTED, SEE ACI 318, WHETHER OR NOT THEY ARE INDICATED ON THE DRAWINGS. CONSTRUCTION FROM THE CONTRACT DOCUMENTS. CHAPTER 7. 5. TOP LAYER OF REINFORCING STEEL IN BEAMS, AND FOOTINGS SHALL BE CONSIDERED TOP BARS REGARDLESS OF . cTHE CONCRETE TEST REPORTS SHALL CONTAIN THE FOLLOWING INFORMATION: CONCRETE SUPPLIER, 3. CONCRETE SHALL BE MIXED AS FOLLOWS USING ASTM C150, TYPE II CEMENT, UNLESS OTHERWISE NOTED. THICKNESS OF CONCRETE BELOW THE BARS. QUANTITY OF CONCRETE REPRESENTED, LOCATION OF SAMPLES TAKEN, STRENGTH REQUIREMENT AT 28 DAYS, CONCRETE SHALL HAVE A WORKABLE MIX WITH THE FOLLOWING MAXIMUM WATER CEMENT (W/C) RATIOS: LIST OF MATERIALS IN MIX AS SHOWN ON TALLY TICKET (WEIGHTS, BRAND OR SOURCE). ACTUAL SLUMP, ACTUAL W/C 0.45 NON AIR -ENTRAINED 6. CONCRETE MIX DESIGN: AIR CONTENT, AIR TEMPERATURE, CONCRETE TEMPERATURE, WEATHER CONDITIONS, CYLINDER WEIGHT AS 0.40 AIR -ENTRAINED a. NO CONCRETE SHALL BE PLACED UNTIL THE PROPOSED CONCRETE MIX AND RESPECTIVE TESTS (FIELD TEST • • • • • • • N • N • •• • •• M N• • • • N • • • N • • • •• • • • •• • • • • N • N • N • • • N • N ••• • • • • • • • N •• • • • • • ••• • •• • N• • • • • • • • • • • RECEIVED, DATE MOLDED, NUMBER OF DAYS ON PROJECT SITE, DATE TESTED, TEST RESULTS FOR 7 AND 28 • • • • • • • • • •�•�{ afll•I .p • • • • • • • • 'N�EE'3 THESE W/C RATIOS SHALL PRODUCE TWENTY-EIGHT (28) DAY COMPRESSIVE STRENGTHS IN ACCORDANCE WITH ACI • • • • • • • �✓1f]�r 3 s�ld7 INFORMATION A i f7 E V1 �LV �� J.• UAT 17.1 .......N ................... N ...................... • ............ N ... N ....... • .................... • 'cr. 211.1-91/2009, AND PER THE RELATIONSHIPS SHOWN IN TABLE 6.3.4(A). ACKNOWLEDGMENT. .. ' TWO 1✓bP1ES OF TNEIC-UNC*RrM-M-STWEVURTS'SNALL 13E'S'E1Vf`UIRECTCYTO MERRICK. 2. CONCRETE TESTING: CONCRETE SHALL BE AS FOLLOWS: E b. WATER/CEMENT RATIO SHALL NOT EXCEED SPECIFIED AMOUNT. THE CONCRETE MIX SHALL ONLY HAVE ENOUGH a. SAMPLE TESTS FOR EACH CLASS OF CONCRETE SHALL BE TAKEN NOT LESS THAN ONCE A DAY. SAMPLES SHALL CEMENT DEVELOP THE REQUIRED STRENGTH. CEMENT SHALL NOT BE ADDED TO THE MIX TO ACHIEVE THE a. ' N N ' ' N " ' ' N ' • ' ' ' ' ' N ' ' ' ' ' N ' N ' N ' »" • N ' ' " ' "" "« ' ' ' " ' ' • ' ' ' ' " ' ' ' ' ' " ' •' ' •' ' •» ' • N • • • • • • • • • • • • • • • WA-�TUCEMENT RATIO' TIME WATEWSI-FALL BE'f1-IE'VA"ABL•F NOTgT-ITCEMENT. WA'TER'REDUCE'RSAND NrGH ' ' ' • • BE TAKEN AT LEAST ONCE FOR EVERY CONSECUTIVE 100 CUBIC YARDS OR 5000 SQUARE FEET OF CONCRETE ' ' .N " "' " « ' • ' ' " • ' " ' • ' • ' ' ' '• • ' " " ' " ' ' ' N ' ' '• ' ' " ' ' ' ' ' ' ' " • ' ' ' ' ' " ' "' ' ' ' " ' « ' ' '• ' ' ' •` '""«""N"""""'«""..."���5'R11}��'Y°BE'RL7DED'TO OBTAIN THE DESIRED WORKABILITY, AS APPROVED. PLACED, OR AT LEAST ONCE FOR EVERY NONCONSECUTIVE 50 CUBIC YARDS OF CONCRETE PLACED. b. USE ADMIXTURES ONLY WITH APPROVAL. c. THE REQUIRED AVERAGE COMPRESSIVE STRENGTH FOR EACH MIX DESIGN MUST EXCEED THE SPECIFIED 28 DAY b. COMPRESSIVE STRENGTH TESTS SHALL INCLUDE 4 CYLINDERS FOR TESTING: ONE (1) AT DAY 7; TWO (2) AT DAY C. CONCRETE MIX SHALL BE TESTED TO SHOW COMPLIANCE WITH CONTRACT REQUIREMENTS. • • • • • • • • •• • • • • •• • • • N N • •• • N • • • • N • • •• • • • • • •• • • • N .. • ..... . ...................... • ••N••••N•••••NN••N•••••••••••N•••••• AND ONE (1) TO HOLD. d. AS APPROVED BY THE ENGINEER OF RECORD AND AS NEEDED FOR STRENGTH GAIN OR SULFATE RESISTANCE, c. SLUMP TEST SHALL BE MADE AT EACH SAMPLING, OR WHEN VISUAL INSPECTION INDICATES THAT A CHANGE HAS 5. COARSE AGGREGATE SHALL BE A MAXIMUM OF 1 1/2" IN SIZE FORMAT FOUNDATIONS, MAXIMUM 3/4" FOR PAD CEMENT SHALL BE TYPE II OR TYPE III. BLENDED CEMENTS SHALL NOT BE USED. OCCURRED IN THE CONSISTENCY OF THE CONCRETE MIX. FOOTING, AND A MAXIMUM OF 3/4" IN SIZE FOR ALL OTHER STRUCTURES. e. THE MAXIMUM SLUMP WITHOUT HIGH -RANGE WATER-REDUING ADMIXTURE: d. TESTS FOR AIR CONTENT SHALL BE MADE BY THE PRESSURE METHOD ASTM C231. NO CONCRETE SHALL BE i. WALLS, PIERS, AND COLUMNS = 5" PLACED THAT DOES NOT MEET AIR CONTENT REQUIREMENTS. 6. FOR DESIGN CRITERIA, THE COMPRESSIVE STRENGTH OF CONCRETE SHALL BE TAKEN AS SHOWN IN THE FOLLOWING ii. ALL OTHER CONCRETE = 411 3. SLUMP SHALL BE SHOWN AS EXCESSIVE WHEN EXCEEDING THE SPECIFIED MAXIMUM AND OCCURRING IN 2 TABLE: iii. ALL NORMAL WEIGHT CONCRETE WITH HIGH -RANGE WATER -REDUCING ADMIXTURE = 9" CONSECUTIVE TESTS ON DIFFERENT PORTIONS OF THE SAME SAMPLE. EXCESSIVE SLUMP SHALL BE CAUSE FOR FOUNDATIONS AND FLOOR SLABS F8. fc = 4500 PSI1 7. BROOM FINISH REQUIRED ON ALL SLOPED SURFACES. REJECTION OF THAT TRUCK LOAD AND SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY. INTERNAL SLAB ON GRADE SHALL HAVE AN OVERALL FLATNESS OF FF:35/FL25. LOCAL FLATNESS SHALL BE FF20/FL10. 4. THE REPLACEMENT OF REJECTED CONCRETE, WITH SPECIFIED CONCRETE, SHALL BE DONE AT NO ADDITIONAL EXPENSE TO OWNER (OWNER'S REPRESENTATIVE). 7. ALL EXPOSED EDGES SHALL HAVE A 3/4" CHAMFER, UNLESS NOTED OTHERWISE ON DESIGN DRAWINGS OR 9. INTERNAL SLAB ON GRADE SHALL BE SURFACE HARDENED USING ASHFORD FORMULA CONCRETE HARDENER BY SPECIFICATIONS ABOVE. CURECRETE, OR APPROVED EQUAL. VIII. GEOTECHNICAL REPORTS: 8. ALL FOUNDATION ANCHOR RODS, UNLESS SPECIFICALLY DETAILED, SHALL CONFORM TO DRAWING 6004-SG-00-004. IV. CONCRETE AND REINFORCING STEEL: 1. GEOTECHNICAL REPORT PREPARED BY ECS FLORIDA, LLC FOR BLUE TRITON ZEPHYRHILLS EXPANSION DATED 9. ALL DAMAGED CONCRETE SHALL BE REPLACED AS PER THE DIRECTIONS OF THE ENGINEER. 06/15/2022. 10. PRIOR TO IMPLEMENTATION OF FIELD MODIFICATIONS FOR CONSTRUCTION OR PLACEMENT ERRORS. THE ENGINEER 1. ALL ANCHOR ROD GROUPS SHALL BE SUPPORTED AND SET BY USING A TEMPLATE WITH THE EMBEDDED ENDS 2• ALLOWABLE SOIL BEARING CAPACITY FOR SITE IS 2,500 PSF. SECURELY TIED TO PREVENT DISPLACEMENT DURING PLACEMENT OF THE CONCRETE. FIELD TACK WELDING OF OF RECORD SHALL BE NOTIFIED IN WRITING FOR APPROVAL OF ALL FIELD DESIGN CHANGES. REINFORCING, PIPE SLEEVES, ETC., TO ANCHOR RODS IS PROHIBITED. 11. THE SUBCONTRACTOR SHALL FIELD VERIFY THE SIZES, LOCATIONS, ELEVATIONS AND DETAILS OF ALL EXISTING 2. BEFORE PLACING ANY CONCRETE, ALL DRAWINGS SHALL BE CHECKED TO DETERMINE THAT ANCHOR RODS, CONDITIONS THAT MAY AFFECT THE WORK. EMBEDDED STEEL, GROUNDING CONNECTIONS, PIPING, CONDUIT, DRAINS, BOXES, ETC. ARE PROPERLY INSTALLED. 12. SHOULD EXISTING CONDITIONS OTHER THAN THOSE INDICATED ON THE DRAWINGS BE ENCOUNTERED, THE MERRICK SEE ELECTRICAL DRAWINGS FOR GROUNDING AND CONDUITS. REPRESENTATIVE SHALL BE NOTIFIED IMMEDIATELY SO THAT CORRECTIVE MEASURES MAYBE RECOMMENDED. 3. REPOSITIONING OF REINFORCING TO AVOID INTERFERENCE WITH EMBEDDED ITEMS SHALL BE APPROVED BY THE 13. ALL EXISTING SITE DATA INCLUDING GRADES, LOCATIONS, PIPING, ETC. ARE BASED ON OWNER'S RECORD DRAWINGS FIELD ENGINEER PRIOR TO PLACING CONCRETE. AND MUST BE FIELD VERIFIED. 4. WELDING OR TACK -WELDING OF REINFORCING IS PROHIBITED UNLESS NOTED ON THE DRAWINGS. 14. IT IS THE SUBCONTRACTOR'S RESPONSIBILITY TO FOLLOW ALL GOVERNING CODES AND REGULATIONS DURING ALL PHASES OF CONSTRUCTION 5. FABRICATED ITEM SHOP DETAILS: 1 ISSUED FOR CONSTRUCTION 07/15/22 CSO WLK BES LEF AJD 0 ISSUE FOR PERMIT 06/24/22 CSO WLK BES LEF AJD REV REVISION DESCRIPTION DATE DRWN DSGN CHKDJ QC APPD REF. DWG. NO REFERENCE DRAWING TITLE G� •' No, 712412 • • i • 8TM OF • • • vool VVT❑❑❑ r.. o MERRICK* 000 TI -TURN CLIENT PROJECT NO.: MERRICK PROJECT NO.: 30216004911 SCALE: TITLE: BLUE TRITON ZEPHYRHILLS STRUCTURAL CONCRETE GENERAL NOTES REVISION: DRAWING NO.: SHEET NO.: 1 6004-SG-00-001 1 OF 1 1 2 3 4 5 A 7 0 E 10 A I B ' C E G I I ' J z Oz rvw 62 F_ LLJ � 0 Q a= =W ~m wg ow m2 z 09) a z d F-Lu x w wo zz O= 0 ¢� z'z z Oo ww -, U O =) Cl 0 za ww m 0 z ouj wz J 0 Q U E- w U)0 wN mY of O cc ww �-M z LLJ w� w w - �mm 0_j 0 Fs w0 o= z z� zo 0a Z Y U -w U 0 LIJ U) wui a ui o wo z LLw wF- o� om Y < U = �m w "u m0 U w U) cl: 0 az w¢ aLU U ct >o co� wQ 00 Z Z rn �Y U� z� zw ¢_ D)0 �z Qo �0 F~ z M� O� U � 00 F_Q w~ J (< w- w =o 0� } LU zU) ¢_ LLJ ¢� U U zo �CL a o� U)w _ I=- 0 A B C D E F G H CODES, STANDARDS AND SPECIFICATIONS 15. GUSSET AND STIFFENER PLATES SHALL BE A MINIMUM OF 3/8" UNLESS NOTED OTHERWISE ON DESIGN DRAWINGS. d. PERFORM INSPECTIONS ON 25% OF THE JOINTS HAVING COMPLETE PENETRATION WELDS USING ONE OF THE STIFFENER PLATE THICKNESS SHALL BE THE SAME THICKNESS AS BEAM FLANGE, ROUNDED UP TO THE NEAREST 1/8". METHODS LISTED BELOW: 16. CONNECTIONS AT BEAMS/COLUMNS WITH END PLATES SHALL HAVE SQUARE CUT OR MILLED ENDS. i. LIQUID PENETRATE INSPECTION: ASTM E165 1CAWS E 7-16 MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES. 17. ALL COLUMN BASES, BASE PLATES, AND SPLICES SHALL BE FABRICATED, MILLED, AND FINISHED TO CONFORM TO ii. MAGNETIC PARTICLE INSPECTION: ASTM E109; PERFORMED ON THE ROOT PASS AND ON THE FINISHED WELD. C 360-16 SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS. THE REQUIREMENTS OF THE AISC SPECIFICATION, CHAPTER M2, PARAGRAPH 8 FOR "FINISH OF COLUMN BASES'; AND CRACKS OR ZONES OF INCOMPLETE FUSION OR PENETRATION ARE NOT ACCEPTABLE. C 303-16 CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES. AS APPLICABLE, PARAGRAPH 6 FOR "COMPRESSION JOINTS". PARAGRAPH 6 INCLUDES CONTACT SURFACES THAT iii. RADIOGRAPHIC INSPECTION: ASTM E94 AND ASTM E142; MINIMUM QUALITY LEVEL"2-2T". C 341-16 SEISMIC PROVISIONS FOR STRUCTURAL STEEL BUILDINGS. REQUIRE BEARING STRENGTH. iv. ULTRASONIC INSPECTION: ASTM E164. D1.1 STRUCTURAL WELDING CODE. 18. SPLICES NOT INDICATED ON THE CONTRACT DRAWINGS SHALL BE SUBMITTED FOR APPROVAL BY MERRICK. FLORIDA BUILDING CODE, 7TH EDITION 19. BASE PLATE TO COLUMN CONNECTIONS SHALL BE AS SHOWN ON STANDARD DRAWING UNLESS OTHERWISE SUPPLIER DOCUMENTATION C SPECIFICATIONS FOR STRUCTURAL JOINTS USING HIGH STRENGTH BOLTS. INDICATED ON DESIGN DRAWINGS. 1. DOCUMENTATION SHALL BE SUBMITTED TO MERRICK, PRIOR TO THE START OF FABRICATION, IDENTIFYING THAT THE 20. STRUCTURAL STEEL FABRICATOR SHALL FURNISH ALL ERECTION BOLTS, NUTS, WASHERS AND BEVELED WASHERS. SUPPLIER IS CURRENTLY CERTIFIED BY THE AISC QUALITY CERTIFICATION PROGRAM FOR STRUCTURAL STEEL GENERAL NOTES FOR STRUCTURAL STEEL 21. EPDXY ADHESIVE SHALL BE USED FOR ATTACHING ANCHORING RODS INTO EXISTING CONCRETE, UNLESS NOTED FABRICATORS AND IS DESIGNATED AS AN AISC CERTIFIED FABRICATOR FOR COMPLEX STEEL BUILDING STRUCTURES. OTHERWISE. FOR DETAILS, SEE STANDARD ANCHOR RODS, SHEET 6004-SG-00-004. 2. WELDING PROCEDURE SPECIFICATIONS AND CERTIFICATION OF ALL WELDERS, TRACKERS AND INSPECTORS THAT I. STRUCTURAL STEEL: MAY BE INVOLVED IN THE WORK SHALL BE SUBMITTED TO MERRICK PRIOR TO THE START OF FABRICATION. 2 1. MERRICK IS THE CONTRACTOR AND ENGINEER OF RECORD (EOR) PROVIDING CONTRACT DOCUMENTS WITH DESIGN III. DETAILS: 3. THE SUPPLIER SHALL PREPARE SHOP AND ERECTION DRAWINGS IN ACCORDANCE WITH THE AISC CODE 303, AND THE DRAWINGS AND SPECIFICATIONS. 1. HOLES REQUIRED FOR FIELD ERECTION SHALL BE DRILLED. NO BURNING SHALL BE PERMITTED UNLESS APPROVED FOLLOWING: 2. SHOP FABRICATOR SHALL SUPPLY ALL MATERIALS UNLESS NOTED OTHERWISE. BY MERRICK. MINIMUM BOLT HOLE EDGE DISTANCE SHALL BE MAINTAINED PER TABLE J3.4 AISC SPECIFICATION. a. DRAWINGS SHALL PRECEDE FABRICATION. PRIOR TO PREPARATION OF SHOP DRAWINGS, THE SUPPLIER SHALL 2. SHOP FABRICATOR SHALL REMOVE ALL BURRS AND SHARP EDGES AFTER FABRICATION. SUBMIT AN ERECTION AND DETAILING SEQUENCE PLAN FOR APPROVAL BY MERRICK. 3. THE AISC MANUAL OF STEEL CONSTRUCTION, FOURTEENTH EDITION AND AISC 360 SPECIFICATIONS FOR STEEL BUILDINGS (AISC SPECIFICATION) SETS FORTH THE CRITERIA, MINIMUM REQUIREMENTS, AND LRFD PROVISIONS FOR 3. COPES, BLOCKS, AND CUTS AT THE INTERSECTION OF THE HORIZONTAL AND VERTICAL CUTS (RE-ENTRANT CUT) ARE b. THE DRAWINGS SHALL INCLUDE COMPLETE INFORMATION FOR THE FABRICATION AND ERECTION OF THE THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL. THE AISC 303 CODE OF STANDARD PRACTICE TO BE SHAPED TO A SMOOTH RADIUS TO PROVIDE A FILLET AT THIS POINT. STRUCTURE'S COMPONENTS, INCLUDING BUT NOT LIMITED TO THE LOCATION, TYPE, MEMBER SIZES AND (AISC CODE) SETS FORTH THE GOVERNING CRITERIA FOR THE TRADE PRACTICES INVOLVED IN THE DESIGN, 4. MATERIAL SHALL BE STORED IN A LOCATION AND MANNER TO MINIMIZE DETERIORATION, INCLUDING NO GROUND LENGTHS, CONNECTION DETAILS, SIZE OF BOLTS, HOLES AND WELDS, BLOCKS, COPES, AND CUTS. AND REQUIRED NONDESTRUCTIVE TESTING OF WELDS. USE AWS STANDARD WELD SYMBOLS. SHOP DRAWINGS FABRICATION AND ERECTION OF STRUCTURAL STEEL. THESE CRITERIA GOVERN UNLESS OTHERWISE REQUIRED BY CONTACT. BOLTS, NUTS, AND WASHERS SHALL BE CLEAN OF DIRT AND RUST, AND SHALL BE LUBRICATED SHALL NOT BE REPRODUCTIONS OF CONTRACT DRAWINGS. THE CONTRACT DOCUMENTS, INCLUDING SPECIFICATIONS, AND DRAWINGS, AND SHALL INCLUDE MISCELLANEOUS IMMEDIATELY PRIOR TO INSTALLATION. c. WHERE MATERIAL IS MARKED "HOLD" ON THE CONTRACT DRAWINGS, THAT MATERIAL SHALL NOT BE DETAILED STEEL NOT OTHERWISE SPECIFIED. 5. USE OF GAS -CUTTING TORCH IN THE FIELD SHALL NOT BE PERMITTED UNLESS APPROVED BY MERRICK. . . ,, ..... . ... . .. .♦.. .♦ . . . . . ♦ .♦ ♦ ♦♦ • ♦ of ♦ ...,.......♦.....„„...„......♦...♦.... 4. WELDING SHALL CONFORM TO THE LATEST AWS D1.1 SPECIFICATIONS. ELECTRODES SHALL BE CLASS E70XX. THE d. A POINT-TO-POINT LISTING OF FIELD BOLTS SHALL BE INCLUDED WITH THE SHOP AND ERECTION DRAWINGS. 3 SUB -CONTRACTOR SHALL SUBMIT FOR APPROVAL ALL JOINTS WHICH ARE NOT PRE -QUALIFIED. WELDING PROCEDURES WHICH ARE CONSIDERED PRE AS SPECIFIED IN AWS D1.1 WILL BE ACCEPTED WITHOUT IV. COATINGS e. DRAWINGS SHALL REFERENCE THE CONTRACT DRAWING NUMBER, REVISION, AND DETAIL. -QUALIFIED FURTHER QUALIFICATION. WELDED CONNECTION DESIGN SHALL CONFORM TO AISC 3LL UNLESS OTHERWISE 1. ALL STRUCTURAL AND MISCELLANEOUS STEEL SHALL BE SHOP PRIMED WITH FABRICATOR'S STANDARD OFFERING, f. WHEN REQUIRED, THE DRAWINGS SHALL BEAR THE SEAL OF THE ENGINEER SHOWING THE STATE OF LICENSE INDICATED OR SPECIFIED. AFTER FABRICATION. FOR THE PROJECT LOCATION. 5. SPECIFICATIONS FOR STRUCTURAL STEEL SHALL BE: 4. THE SUPPLIER SHALL SUBMIT ONE (1) SET OF SHOP AND ERECTION DRAWINGS, FOR REVIEW AND APPROVAL BY ASTM A992, GRADE 50 - FOR W SHAPES; V. ERECTION MERRICK IN ACCORDANCE WITH THE FOLLOWING: ASTM A500 GRADE C - FOR HSS - SQUARE, RECTANGULAR, & ROUND SHAPES; 1. THE STEEL ERECTION SUBCONTRACTOR (ERECTOR) SHALL CONDUCT ALL ERECTION WORK IN COMPLIANCE WITH a. SUBMITTED DRAWINGS WILL BE REVIEWED BY THE FOR FOR GENERAL ARRANGEMENT, DIMENSIONS AND ASTM A36 - FOR CHANNELS, ANGLES, & MISC STEEL; OSHA REGULATIONS. SUITABILITY. REVIEW BY THE FOR OF THE SHOP AND ERECTION DRAWINGS SHALL NOT BE CONSTRUED AS A ASTM A572, GRADE 50 - FOR PLATES; 2. THE ERECTOR IS RESPONSIBLE FOR THE SAFETY OF ALL PERSONNEL AND PROPERTY DURING ERECTION OF STEEL. COMPLETE CHECK, BUT WILL INDICATE ONLY THAT THE GENERAL METHOD OF CONSTRUCTION AND DETAILING IS ASTM A53 - FOR PIPE; THE ERECTOR SHALL PROVIDE TEMPORARY SUPPORTS SUCH AS GUYS, BRACES, FALSEWORK, CRIBBING, OR SATISFACTORY. REVIEW OF SUCH DRAWINGS SHALL NOT RELIEVE THE SUPPLIER OF THE RESPONSIBILITY FOR UNLESS OTHERWISE NOTED OR INDICATED. ELEMENTS REQUIRED FOR A SAFE ERECTION OPERATION, AND SHALL WORK IN CONFORMANCE WITH APPLICABLE ANY ERROR WHICH MAY EXIST, AND SUPPLIER SHALL BE RESPONSIBLE FOR ALL DIMENSIONS, DETAIL DESIGN, OSHA STANDARDS. AND SATISFACTORY FABRICATION OF WORK. 6. SHOP DRAWINGS WILL BE REVIEWED BY MERRICK FOR DESIGN ONLY. SUBSTITUTION OF MATERIALS, SIZES, OR 3. THE ERECTOR SHALL CORRECT MINOR MISFITS AND FABRICATION ERRORS BY MODERATE AMOUNTS OF REAMING, b. MATERIAL SHALL NOT BE FABRICATED NOR DELIVERED TO THE JOBSITE BEFORE THE DRAWING REVIEW HAS SHAPES SHALL NOT BE MADE WITHOUT PRIOR APPROVAL BY MERRICK. ALL MATERIAL SHALL BE AS SPECIFIED OR CHIPPING, OR CUTTING (BURNING OF HOLES ARE NOT PERMITTED) AND BY THE DRAWING OF ELEMENTS INTO LINE BEEN COMPLETED WITH INDICATED REVISIONS. 4 SHOWN, AND SHALL BE NEW, UNLESS OTHERWISE NOTED. THROUGH THE USE OF DRIFT PINS. SUCH MODIFICATIONS TO BOLT HOLES AND SLOTS SHALL NOT RESULT IN HOLES 7. THE LOCATION, SIZE AND CONDITION OF EXISTING STRUCTURES, EQUIPMENT, UTILITIES, SERVICES AND OTHER OR SLOTS THAT EXCEED THE DIMENSIONS AND TOLERANCES GIVEN IN TABLE 3.1 IN THE RCSC SPECIFICATION. RELEVANT ENGINEERING FEATURES SHALL BE VERIFIED PRIOR TO ERECTION TO DETERMINE CLEARANCES, 4. REPORT ERRORS WHICH CANNOT BE CORRECTED BY THE FOREGOING MEANS TO THE FOR AND OBTAIN APPROVAL DIMENSIONS AND ERECTION PROCEDURES. THE SUBCONTRACTOR SHALL PROVIDE ADEQUATE BRACING AND TEMPORARY SUPPORTS FOR THE STABILITY OF ALL EXISTING RELEVANT FEATURES. OF THE METHOD OF CORRECTION. 8. STRUCTURAL STEEL MEMBERS SHALL BE IDENTIFIED USING METAL TAGS AND/OR INDENTATIONS FOR MARK 5. AN ERECTION PLAN SHALL BE SUBMITTED TO MERRICK FOR REVIEW AND APPROVAL AND FOR RECORD PURPOSES. NUMBERS AND MEMBER LABELS. IDENTIFICATION SHALL REMAIN LEGIBLE THRU CLEANING, PAINTING OR ERECTION SHALL BE IN ACCORDANCE WITH THE BUILDING CODES FOR THE JURISDICTION OF THE PROJECT AND GALVANIZING PROCESSES. OSHA STANDARDS. 6. A PRE -CONSTRUCTION MEETING SHALL BE HELD TO REVIEW THE DETAILS OF THE STRUCTURAL SYSTEM AND II. CONNECTIONS: ERECTION PLAN, TO GAIN A CLEAR UNDERSTANDING OF THE PLANS, SPECIFICATIONS, TESTS, INSPECTIONS, AND WELDING PROCEDURES, AND TO REVIEW CRITICAL ERECTION AND CONSTRUCTION DETAILS. THE MEETING SHALL 1. • • • • • • •• • • • • • • N • • •• • • STEEL8OLT5 PERASTOA325 WPE4•BOL-T6, WfT++ASTM • ♦ ♦ INCLUDE THE ENGINEER OF RECORD, APPROPRIATE REPRESENTATIVES OF THE CONTRACTOR, AND APPLICABLE A563 NUTS, AND ASTM F436 WASHERS. BOLTED CONNECTIONS SHALL CONFORM TO THE AISC SPECIFICATION AND AS SUBCONTRACTORS. ITEMS FOR DISCUSSION SHALL INCLUDE: RESPONSIBILITIES OF VARIOUS PARTIES, WELDING 5 NEEDED, THE RCSC SPECIFICATION (RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS), UNLESS OTHERWISE PROCEDURES, PROCESSES, AND SEQUENCE, TESTING AND INSPECTION REQUIREMENTS AND PROCEDURES, AND NOTED, REQUIRED OR SPECIFIED. ALL BOLTED CONNECTIONS SHALL BE SNUG TIGHT AND THREADS MAY BE OTHER ITEMS DEEMED NECESSARY BY THE ATTENDEES. INCLUDED IN THE SHEAR PLANE. AS DESIGNATED ON THE DRAWINGS, PRE -TENSIONED BOLTS SHALL BE INSTALLED, TENSIONED AND INSPECTED BY THE TURN -OF -NUT METHOD. 7. ERECTION BOLTS, COLUMN BASE PLATE SHIMS, AND TEMPORARY FASTENINGS REQUIRED FOR ERECTION SHALL BE 2. OPTION AS APPROVED: PRE -TENSIONED BOLTS MAY BE INSTALLED, TENSIONED AND INSPECTED BY DIRECT TENSION FURNISHED BY THE ERECTOR. INDICATORS. THE INDICATORS SHALL BE MANUFACTURED BY TURNASURE LLC, INC. OR APPROVED EQUAL AND SHALL 8. AFTER FINAL POSITIONING OF STEEL, PROVIDE FULL BEARING UNDER BASE PLATES USING ASTM C1107 NONSHRINK CONFORM TO ASTM F959. FOR DIRECT TENSION INDICATORS, INCLUDE AN EXTRA 2% TO ALLOW FOR WASTE IN FIELD. GROUT MASTER BUILDERS MASTERFLOW 713, OR APPROVED ALTERNATE. PLACE NONSHRINK GROUT IN DIRECT TENSION INDICATORS SHALL NOT BE ASSEMBLED TO BOLT/NUT ASSEMBLIES UNTIL VERIFICATION OF EACH ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. LOT HAS BEEN CONFIRMED AND ARE IN CONFORMANCE TO THE SPECIFICATION ASTM F959. 3. HIGH STRENGTH NUTS SHALL BE LUBRICATED AS NOTED ON TABLE 2.1 IN THE RCSC SPECIFICATION. VI. TESTING 1. A QUALIFIED AND INDEPENDENT TESTING AND INSPECTION AGENCY SHALL WORK TO PERFORM TESTS, PREPARE 4. REUSE OF HIGH STRENGTH BOLTS AND NUTS IS PROHIBITED. TEST REPORTS, AND SHALL INSPECT CONNECTIONS, BOTH WELDED AND BOLTED. WORK SHALL FOLLOW AGENCY 5. UNLESS NOTED OTHERWISE, ALL WELDS SHALL BE FILLET WELDED AND SIZED 1116" LESS THAN THE THINNER PART, PROCEDURES, AS APPROVED BY MERRICK, AND SHALL PROVIDE INDEPENDENT AND VERIFIABLE RESULTS FOR 6 BUT NOT LESS THAN 3/16". WELDS SHALL BE SIZED TO TRANSMIT THE MAXIMUM CALCULATED FORCE, IN QUALITY ASSURANCE AND QUALITY CONTROL (QA/QC). THE SUBCONTRACTOR SHALL REMAIN SOLELY RESPONSIBLE ACCORDANCE WITH THE AISC SPECIFICATION. FOR ALL WORK PERFORMED, REGARDLESS OF THE DEGREE OF INSPECTION PROVIDED BY MERRICK. 6. SHOP CONNECTIONS MAY BE WELDED OR BOLTED UNLESS NOTED OR DETAILED ON DESIGN DRAWINGS. 2. THE TESTING AGENCY SHALL CONDUCT AND INTERPRET THE TESTS, STATE IN EACH REPORT WHETHER THE TEST 7. ALL CONNECTIONS, NOT OTHERWISE DETAILED NOR SPECIFIED ON THE CONTRACT DOCUMENTS, SHALL BE SPECIMENS COMPLY WITH CONTRACT DOCUMENTS, OR NOT, AND SPECIFICALLY STATE ANY DEVIATIONS IN DESIGNED AND SUBSTANTIATED BY THE FABRICATOR'S ENGINEER. THE CONNECTIONS SHALL INCLUDE THE CONSTRUCTION FROM THE CONTRACT DOCUMENTS. SIMULTANEOUS APPLICATION OF COMPONENT LOADS AS SHOWN ON THE MEMBER CONNECTIONS. 3. FABRICATOR SHALL PROVIDE ACCESS FOR THE TESTING AGENCY TO PLACES WHERE STRUCTURAL STEEL WORK IS a. FABRICATOR'S CALCULATIONS. SHOP AND ERECTION DRAWINGS SHALL BE SUBMITTED FOR REVIEW AND BEING FABRICATED OR PRODUCED. THE STEEL FABRICATOR SHALL INFORM MERRICK WHEN FABRICATION WILL APPROVAL BY MERRICK. THE SUBMITTAL PROCESS SHALL BE FACILITATED BY 30-DAY-ADVANCE CALCULATIONS START AND SCHEDULE THE SHOP DRAWINGS TO FOLLOW IN THE ORDER OF FABRICATION FOR THE MEMBERS. TO MERRICK TO ALLOW A COMPREHENSIVE REVIEW. 4. TEST REPORTS SHALL BE FURNISHED ON ALL NEW STRUCTURAL STEEL. b. THE SUBMITTAL SHALL INCLUDE ADEQUATE DOCUMENTATION TO SHOW MEANS AND METHODS, AND WITH 5. STRUCTURAL TESTS AND SPECIAL INSPECTIONS SHALL BE PERFORMED, WITH A FREQUENCY IN ACCORDANCE WITH SKETCHES AND DETAILS. THE SUBMITTAL SHALL FACILITATE REVIEW BY PROVIDING A MEANS BY WHICH THE THE AISC SPECIFICATION 360, THE AISC CODE 303 AND THE IBC, SECTION 1704. CALCULATIONS AND SUBSTANTIATING INFORMATION CAN BE REFERENCED TO THE DRAWINGS AND CONNECTIONS. 6. DEFICIENCIES IN STRUCTURAL STEEL WORK SHALL BE CORRECTED RESPECTIVELY BY THE SHOP FABRICATOR AND 7 c. THE ENGINEER SHALL PROVIDE A LETTER STATING THAT THE DRAWINGS PROPERLY INCORPORATE THE •♦♦••••••••••••••♦•♦»♦♦♦♦♦•♦•♦••♦•»••••.♦♦♦»••»••♦•'•••••.••••••••••♦•••••♦•••♦»»•••♦•.•••••••••♦♦•••••••.••♦♦♦♦♦.••••••••••••••••••••'♦•♦•••♦♦•♦♦•♦♦♦••'•••••••••'••••••♦.♦♦••♦•♦•••♦•♦•♦•♦•♦•♦•♦♦♦•♦ THROUGH INSPECTIONS AND LABORATORY TEST REPORTS WHICH INDICATE NON-COMPLIANCE WITH CONTRACT CONNECTION DESIGNS. THE SUBMITTAL SHALL BEAR THE SEAL OF THE ENGINEER SHOWING THE STATE OF . LICENSEFOR THE PROJECT LOCATION. ................... „........ , .............. ...... N ...... N. . . .... . . .... . . . . . „ .. „ ............................. BE PERFORMED AS NECESSARY TO RECONFIRM ANY DEVIATIONS OF THE ORIGINAL WORK, OR TO SHOW ♦................................................................................. 9. CONNECTION DESIGN CRITERIA SHALL USE LRFD (LOAD AND RESISTANCE FACTORED DESIGN) PER AISC COMPLIANCE OF CORRECTED WORK. SPECIFICATIONS AND LOAD INFORMATION SHALL BE SHOWN AS FACTORED. 7. BOLTED CONNECTIONS: SHOP AND FIELD. 10. SHEAR CONNECTIONS SHALL BE DESIGNED AS SHOWN, PER STANDARD DETAILS. WHERE NOT SHOWN, SHEAR a. INSPECT IN ACCORDANCE WITH RCSC SPECIFICATIONS FOR HIGH STRENGTH BOLTS, FOR BOLTS IN CONNECTIONS SHALL BE BOLTED DOUBLE ANGLES, AS APPROVED BY MERRICK. BOLTED & WELDED SHEAR SHEAR/BEARING CONNECTIONS. A MINIMUM OF TWO BOLTS PER CONNECTION SHALL BE INSPECTED. CONNECTIONS SHALL BE DESIGNED TO SUPPORT THE LOADS GIVEN ON THE DRAWINGS AND PROVIDE CAPACITY PER b. MATERIAL TEST REPORTS FOR DIRECT TENSION INDICATORS SHALL BE IN COMPLETE CONFORMANCE TO THE THE AISC SPECIFICATION. REQUIREMENTS OF ASTM F959 AND SHALL, AS A MINIMUM, INCLUDE THE FOLLOWING: 11. SHEAR CONNECTIONS MAY USE SHORT SLOTTED HOLES TRANSVERSE TO DIRECTION OF LOAD IN ACCORDANCE WITH i. MANUFACTURER THE AISC SPECIFICATION. THE MINIMUM LENGTH OF CONNECTION ANGLE SHALL BE AT LEAST ONE-HALF THE "T" DIMENSION OF THE SUPPORTED MEMBER. AS MINIMUM CRITERIA, TAB PLATES SHALL BE 3/81, THICK WITH SHORT ii. BOLT TENSION $ SLOTTED HOLES AND 1/4" FILLET WELDS. iii. AVERAGE GAP OPENING 12. MOMENT CONNECTIONS SHALL BE DESIGNED FOR THE MOMENTS AS SHOWN ON THE DRAWINGS AND FOR THE 8. WELDING: SHOP AND FIELD LOADS AS DESCRIBED ABOVE. WHERE MOMENT CONNECTION (MC) IS SHOWN AND THE MOMENT IS NOT DEFINED, THE a. ALL WELDERS SHALL BE AMERICAN WELDING SOCIETY (AWS) CERTIFIED FOR THE TYPES OF WELDS THEY WILL BE CONNECTION SHALL BE DESIGNED FOR THE FULL CAPACITY OF THE BEAM. WHERE MOMENT CONNECTION IS PERFORMING. DETAILED ON DESIGN DRAWING, CONNECTION SHALL BE FABRICATED AS SHOWN. b. ALL WELDS SHALL BE 100% VISUALLY INSPECTED. CLEAN AND VISUALLY EXAMINE EACH PASS FOR SLAG, CRACKS 13. BRACING CONNECTIONS, IN BOTH HORIZONTAL AND VERTICAL PLANES SHALL BE DESIGNED FOR THE FORCES OR OTHER INJURIOUS DEFECTS PRIOR TO THE DEPOSITION OF ANY SUCCEEDING WELD PASSES. WELDS SHALL SHOWN ON THE DRAWINGS IF NOT SHOWN CONNECTIONS SHALL BE DESIGNED FOR 30 KIPS AND FABRICATOR SHALL BE INSPECTED AT A SUITABLE MAGNIFICATION AND UNDER ADEQUATE LIGHTING CONDITIONS FOR DEFECTS AND irs PROVIDE (2) HIGH STRENGTH BOLTS, MINIMUM, AT EACH CONNECTION PER DETAILS SHOWN ON DRAWINGS. COMPLIANCE WITH THE APPLICABLE WORKMANSHIP REQUIREMENTS. 14. BRACING IN HORIZONTAL PLANE SHALL BE ATTACHED AS NEAR THE COMPRESSION TOP FLANGE AS POSSIBLE FOR c. WELDS, WHICH CONTAIN DEFECTS OR FAIL TO SATISFY THE APPLICABLE WORKMANSHIP REQUIREMENTS, SHALL BEAMS. THE WORKING POINT OF HORIZONTAL BRACES SHALL INTERSECT THE CENTERLINE OF BEAMS NEAR THE BE REPAIRED BY THE SUBCONTRACTOR AND REINSPECTED AT NO ADDITIONAL EXPENSE TO THE OWNER OR COLUMNS, BUT WITHOUT INTERFERENCE TO THAT CONNECTION. MERRICK. 1 ISSUED FOR CONSTRUCTION 07/15/22 CSO WLK BES LEF AJD 0 ISSUE FOR PERMIT 06/24/22 CSO WLK BES LEF AJD REV REVISION DESCRIPTION DATE DRINJ DSGN CHKD QC APPD REF. DWG. NO REFERENCE DRAWING TITLE PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ELECTRONIC COPIES. CLIENT PROJECT NO.: ❑0❑ ❑MI 1013 MERRICK ❑0❑ .. :_- MERRICK PROJECT NO.: 3021600491 SCALE: I I J TITLE: BLUE TRITON ZEPHYRHILLS STRUCTURAL STEEL GENERAL NOTES REVISION: DRAWING NO.: SHEET NO.: 1 6004-SG-00-002 1 OF 1 1 2 3 0 5 0 7 p p7 10 0 L C E F G H J m Z ¢ O w W O w W U o C) Q d a = W cn x IX F- w LL m 02 U W Z m OY) Fna z (L W w wM O = 0 QU) a 0 , Z z , OW W U J OD �O w za w LU COm :Dr w2 IX I-- oUJ wz m O ¢ U w s m U) O W U M Y O U E 0 W Cif W z w O (n F - W W J ft m O -� 0 ~ W 0 � O Z uj Z 0 O ¢ Z Y N U) H w - W � J 00 W U 00.' of aw 0 � wo z U- w wOf 0� ¢Q O m J J �= E Ww w 2� mx U 0 � w cn W 0 Lu ZQ of w (- W W N U W w _ W H N 0 LL ¢ O O Z Z Z w U) � Y h U Z Of Z W ¢ x O �z ¢ O O_ H Q~Q Z N J 0 P: U � Z O wO E w < J 0 W - L- W 0 x O O >. W z U 0 M 4 �- O U Z � O EL EL It U) mw x HO 1 r� r r r-� I i E 0 I 10 F E F H J 1 r z z� Ow 5 2 0 w ui wQ 2 za a= w Co Lu ~ M SW mg z 0� � a - za wW X w w0 zz O 0 0 Zz 3 cr¢ 00 ww J U O In 0 0 z o- ww �m w 00 Z u- w wZ J 0 ¢ U F- w 5� "' 0 4 wN m Y oiE 0 ujw w0 m� w w _ �m o J 0~ w= 00 zui z0 0< 5 Z Y c U -w U O wm wui aw 0 � - w z O r,w wOf 0� ¢Q oM �= 6 ww m= U wW ¢z aQ w - aw U � w= (n ¢ w 00 Z Z 7 cn Y U� of z� zw �0 z _ 0 wO z o U � z0 of0 8 w~ J V W - u- W 0 2 0 ~O >_w z ( _ ¢ W z ¢ U Z � �o a DW �0 9 10 1 ANCHOR RODS TYPE "AB", "ABM", & "ABH" SECOND NUT IF NOTED HEAVY HEX NUT - 2 2 PLAIN HARDENED WASHER OR PLATE WASHER IF CALLED OUT _ ON DESIGN DRAWINGS �a LEVELING NUT TOC m� d4 ,a. a � aa, . ad ANCHOR ROD (AB)a4 .. go HEAVY HEX NUT go Q TACK WELD ANCHOR RODS W/ SLEEVE TYPE "AB S", "ABM S", & "ABH S" SECOND NUT IF NOTED HEAVY HEX NUT - PLAIN HARDENED WASHER OR (D PLATE WASHER IF CALLED OUT _ ON DESIGN DRAWINGS O WILSON ANCHOR a ROD SLEEVE(S) OR 4 APPROVED EQUAL ANCHOR ROD (AB) HEAVY HEX NUT m 1 Ili TACK WELD PART MATERIAL PART MATERIAL THREADED ROD "AB" ASTM F1554, GRADE 36 THREADED ROD "AB" ASTM F1554, GRADE 36 THREADED ROD "ABM" ASTM F1554, GRADE 55 THREADED ROD "ABM" ASTM F1554, GRADE 55 THREADED ROD "ABH" ASTM F1554, GRADE 105 THREADED ROD "ABH" ASTM F1554, GRADE 105 PLAIN WASHER ASTM F436 PLAIN WASHER ASTM F436 HEAVY HEX NUT ASTM A563, GRADE DH HEAVY HEX NUT ASTM A563, GRADE DH ANCHOR RODS ANCHOR RODS W/ SLEEVE TYPE "AB P", "ABM P", & "ABH P" TYPE "AB S P", "ABM S P", & "ABH S P" SECOND NUT IF NOTED SECOND NUT IF NOTED HEAVY HEX NUT - _ = HEAVY HEX NUT PLAIN HARDENED WASHER OR PLAIN HARDENED WASHER OR 0 PLATE WASHER IF CALLED OUT - o PLATE WASHER IF CALLED OUT - o ON DESIGN DRAWINGS _ - = O ON DESIGN DRAWINGS - = O LEVELING NUT TOC ~ a - TOC ~ a m06 - m0s q d WILSON ANCHOR a a 4; 4; ROD SLEEVE(S) OR „ a '. ° ... APPROVED EQUAL ANCHOR ROD (AB) ANCHOR ROD (AB) d a d.d CIRCULAR PL (P) CIRCULAR PL (P) "D" "D11 „D„ - "D" H HEAVY HEX NUT --"'HEAVY HEX NUT ,,w -w_] �� TACK WELD PART MATERIAL THREADED ROD "AB" ASTM F1554, GRADE 36 THREADED ROD "ABM" ASTM F1554, GRADE 55 THREADED ROD "ABH" ASTM F1554, GRADE 105 PLAIN WASHER ASTM F436 HEAVY HEX NUT ASTM A563, GRADE DH PART MATERIAL THREADED ROD "AB" ASTM F1554, GRADE 36 THREADED ROD "ABM" ASTM F1554, GRADE 55 THREADED ROD "ABH" ASTM F1554, GRADE 105 PLAIN WASHER ASTM F436 HEAVY HEX NUT ASTM A563, GRADE DH 1 ISSUED FOR CONSTRUCTION 07/15/22 AAT WLK BES LEF AJD 0 ISSUE FOR PERMIT 06/24/22 AAT WLK BES LEF AJD REV REVISION DESCRIPTION DATE IDRWN.DSGNICHKDI QC APPD TACK WELD HILTI NOTES: 1. ANCHORING AND EPDXY SHALL PROVIDE A SYSTEM COMPLIANT WITH ACI 318 CHAPTER 17. 2. A MINIMUM OF 1 NUT AND 1 WASHER CONFORMING TO ISO 898 CLASS 5.8 SHALL BE PROVIDED WITH EACH BOLT. CARBON STEEL RODS AND HIT RODS SHALL BE HOT DIP GALVANIZED PER ASTM A153. ANCHOR ROD SCHEDULE - TYPE "H" 3. EXCEPT WHERE INDICATED ON THE DRAWINGS, POST -INSTALLED ANCHORS SHALL CONSIST STANDARD NUT OF THE FOLLOWING AS PROVIDED BY HILTI, INC. A. ADHESIVES FOR USE: PLAIN HARDENED WASHER (i) HILTI HIT-HY 200 SAFE SET SYSTEM WITH HILTI HIT-Z ROD PER ICC ESR-3187 (ii) HILTI HIT-HY 200 SAFE SET SYSTEM WITH HILTI HOLLOW DRILL BIT AND VACUUM WITH HAS THREADED ROD PER ICC ESR-3187 (iii) HILTI HIT -RE 500v3 SAFE SET SYSTEM WITH HILTI HOLLOW DRILL BIT AND VACUUM WITH HAS THREADED ROD PER ICC ESR-3814 d (iv) HILTI HIT -RE 500v3 SAFE SET SYSTEM WITH HILTI ROUGHENING TOOL (HIT RT) WITH a: HAS THREADED ROD PER ICC ESR-3814 FOR DIAMOND CORED HOLES B. STEEL ELEMENTS FOR USE WITH ADHESIVE: b (i) HILTI HAS-V-36 GRADE 36 CARBON STEEL ROD (ii) HILTI HAS-E-55 GRADE 55 CARBON STEEL ROD (iii) HILTI HAS-B-105 GRADE 105 CARBON STEEL ROD a (iv) HILTI HAS-R-304 STAINLESS STEEL ROD (v) HILTI HAS-R-316 STAINLESS STEEL ROD (vi) HILTI HIT-Z OR HIT-Z-R ROD (WITH HY 200 ONLY) THREADED ROD "D" 4. SUBSTITUTION REQUESTS FOR ALTERNATE PRODUCTS MUST BE APPROVED IN WRITING BY . ,.. ,..,. THE STRUCTURAL ENGINEER OF RECORD PRIOR TO USE. CONTRACTOR SHALL PROVIDE CALCULATIONS THAT HAVE BEEN SEALED BY ANOTHER LICENSED ENGINEER DEMONSTRATING THAT THE SUBSTITUTED PRODUCT IS CAPABLE OF MEETING THE PERFORMANCE OF THE HILTI HIT-HY 200-R -� SPECIFIED PRODUCT. SUBSTITUTIONS WILL BE EVALUATED BY THEIR HAVING AN ICC ESR EPDXY ADHESIVE SHOWING COMPLIANCE WITH THE RELEVANT BUILDING CODE FOR SEISMIC USES, LOAD Q RESISTANCE, INSTALLATION CATEGORY, AND AVAILABILITY OF COMPREHENSIVE INSTALLATION INSTRUCTIONS IF AN ESR AND LOCAL REQUIREMENTS ARE REQUIRED BY THE AHJ. ADHESIVE ANCHOR EVALUATION WILL ALSO CONSIDER CREEP, IN-SERVICE TEMPERATURE, INSTALLATION TEMPERATURE, MOISTURE CONDITION OF CONCRETE, AND DRILLING METHODS. 5. USE OF DIAMOND CORE BIT WITH ROUGHENING TOOL FOR ANCHOR HOLES REQUIRES APPROVAL FROM ENGINEER OF RECORD PRIOR TO DRILLING. UNLESS OTHERWISE SHOWN IN THE DRAWINGS, ALL HOLES SHALL BE DRILLED PERPENDICULAR TO THE CONCRETE SURFACE. o s 6. INSTALL ANCHORS PER THE MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS, AS INCLUDED IN THE ANCHOR PACKAGING. 7. OVERHEAD ADHESIVE ANCHORS MUST BE INSTALLED USING THE HILTI PROFI PISTON PLUG PART MATERIAL 8. FOR PROJECTS MEETING IBC 2012 OR LATER, ACl/CRSI ADHESIVE ANCHOR INSTALLER CERTIFICATION IS REQUIRED FOR ALL INSTALLERS OF ADHESIVE ANCHORS IN HORIZONTAL OR HY HIT HY-200 SAFE SET ADHESIVE UPWARDLY INCLINED ORIENTATION. THE HILTI ADHESIVE ANCHOR INSTALLER CERTIFICATION PROGRAM (HAAICP) IS AN APPROVED EQUIVALENT. RE HIT RE 500 v3 SAFE SET ADHESIVE 9. THE CONTRACTOR SHALL ARRANGE AN ANCHOR MANUFACTURER'S REPRESENTATIVE TO PROVIDE ONSITE INSTALLATION TRAINING FOR ALL ANCHOR PRODUCTS SPECIFIED. THE HV HAS-V-36 GR 36 CARBON STEEL ROD STRUCTURAL ENGINEER OF RECORD MUST RECEIVE DOCUMENTED CONFIRMATION THAT ALL PERSONNEL WHO INSTALL ANCHORS ARE TRAINED PRIOR TO THE COMMENCEMENT OF HE HAS-E-55 GR 55 CARBON STEEL ROD ANCHOR INSTALLATION. HB HAS-13-105 GR 105 CARBON STEEL ROD 10. ANCHOR CAPACITY IS DEPENDENT UPON SPACING BETWEEN ADJACENT ANCHORS AND PROXIMITY OF ANCHORS TO EDGE OF CONCRETE. INSTALL ANCHORS IN ACCORDANCE WITH HR304 HAS-R-304 STAINLESS STEEL ROD SPACING AND EDGE CLEARANCES INDICATED ON THE DRAWINGS. 11. EXISTING REINFORCING BARS IN THE CONCRETE STRUCTURE MAY CONFLICT WITH SPECIFIC HR316 HAS-R-316 STAINLESS STEEL ROD ANCHOR LOCATIONS. UNLESS NOTED ON THE DRAWINGS THAT THE BARS CAN BE CUT, THE CONTRACTOR SHALL REVIEW THE EXISTING STRUCTURAL DRAWINGS AND SHALL UNDERTAKE HZ HIT-Z OR HIT-Z- R ROD TO LOCATE THE SITION OF THE REINFORCING BARS AT THE LOCATIONS OF THE CONCRETE CAST IN ANCHOR ROD NOTES: ANCHORS BY HI TIOPS 00 OR OTHER GPR, X-RAY, CHIPPING OR OTHER APPROVED MEANS. NOTIFY THE ENGINEER OF RECORD IN WRITING IF REBAR IS CUT OR DAMAGED IN THE PROCESS OF INSTALLING ANCHORS. 1. ROD SHALL BE TAGGED WITH MARK AND DRAWING NUMBER. CIRCULAR PLATE WASHER SCHEDULE DIAMETER "D" T x W * (Thickness x Dia.) 1/2" 0.5 x 3 5/8" 0.5 x 3 3/4" 0.625 x 3 7/8" 0.875 x 3.5 1" 0.875x3.5 1 1 /8" 1 x 4 1 1 /4" 1 x 4 1 3/8" 1.25 x 5 1 1/2" 1.25 x 5 1 5/8" 1.5 x 5.5 1 3/4" 1.5 x 5.5 2" 1.75 x 6.5 2 1/4" 2 x 7.5 2 1/2" 2.25 x 8 2 3/4" 2.25 x 8 3" 2.5 x 9 * ALL DIMENSIONS ARE IN INCHES REF. DWG. NO REFERENCE DRAWING TITLE 2. ROD THREADS SHALL BE UNC-2A. FABRICATOR SHALL PROVIDE HEX NUTS, AND HARDENED WASHERS WITH EACH ROD IN ADDITION TO ANY EMBEDDED NUT OR PLATES PER DESIGN DRAWINGS AND DETAILS. 3. ALL ANCHOR ROD SLEEVES SHALL BE FULLY GROUTED. 5. ANCHOR ROD ASSEMBLIES ARE TO BE GALVANIZED PER ASTM A153. 6. F1554 GR. 55 THREADED ANCHOR RODS SHALL BE WELDABLE GR. 55 CONFORMING TO ASTM F1554 SPECIFICATIONS SUPPLEMENTARY REQUIREMENTS, S1. 7. F1554 GR. 105 THREADED ANCHOR RODS SHALL NOT BE WELDED EXCEPT FOR TACKING THE BOTTOM NUT. TYPICAL ANCHOR ROD CALLOUT INDICATES ROD REQUIRES A OVERALL LENGTH "A" PLASTIC SLEEVE TOP THREAD & PROJ ROD TYPE LENGTH "B" QUANTITY-'�-(2) 3/4-AB-S-P-18-4 (D N ) \L INDICATES DOUBLE ROD DIAMETER "D" NUT REQUIRED AT INDICATES PLATE REQUIRED TOP OF ROD AT BOTTOM OF ROD HILTI CALLOUT ADHESIVE TYPE OVERALL LENGTH "A" STEEL ELEMENT TYPE PROJ LENGTH "B" QUANTITY - 3/4-HV-HY-18-4 (DN) INDICATES DOUBLE ROD DIAMETER "D" NUT REQUIRED AT TOP OF ROD THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY B. E. SCHNEIDER, PE ON 10/18/22. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ELECTRONIC COPIES. rNo.71242 •• • BTXTE OF .,xp vvr❑❑❑ ❑r�� o MERRIICK* 000 WHITING-TuRNER MERRICK PROJECT NO.: 3021600491 CLIENT PROJECT NO.: SCALE: TITLE: BLUE TRITON ZEPHYRHILLS STRUCTURAL STANDARD ANCHOR RODS 1 � 6004-SG-00-004 1 OF 1 1 K 3 4 5 L 7 N 0 ESL A I B I C I D I E I F I G I H I I I J A 11 !l r1 r � /� • • • • II z Q z h 0/�/z w w O W LLJ v � / w U 0 a 0a I w cn LL LLLLI m 0� zm 0a z d w� •I x 0 ' w Z O� Er- U) 0 Z z Q 0 0 ww J (_) x0 1 Z d w w CO m LLI O Z w Fw— w Z Co HU w C/)0 wm mY O l W� �w LLI 0 CO II d J Q O J ' Q � w 0 0 zx z� ZD t Oa Z Y U) (j) w j � J j W O Of 0 w z w O zw ►� p H LU Q Q I , m J � J = k ww m 0 0 LUC/) <Z aZ wQ aW w N U af 0 � x w I— U lL O 0 F Z W U) Of m Z Z w a x I U) 0 O Z 0 O_ F ~ z� � J 0 F U � Z 0 of ZO w ~ J V w IX u =0 0 }w zU) Q� w 0 z� j Ow z 0 �[if tl a 0 � Uw x 4 1 r c 11 C E G W J z� oz rvlw oW w� 3Q LL_ =m rw U- O� U)W z2 OY) v5a- wa rLu x w w0 0= 0 Lu ¢D z0 _z 00 ww J U 0 Z) T �O a za WW m wQ 0 Z O� w z �O a�_j rW cn O wU) mY r0 U 0Of wW r� z ma Lu Lu LU fif m O J or W = 00 z= P z rz O Q Z Y C/) W rry -- W � J c� 0 wm WUJ aw 0� w O z w W W� or aQ Om LL J Y J _V W W Z m U 0 W W Q 0 a Z W a W Ury > O W _ wr cn Z) w Q 00 Z Z W cn = Y r0cn Z Z W Q = O z Q O W O_ Lr z aN =) J 0 0 U � 00 HO_ wr J W _ W W 0 =O O� W Z u) QW 0 d U 0 zo �a. a 0� �w F-o 1 4 4 El 5 l•J 7 E 10 T 22.1 22.7 23.9 17'-0" LINE 13 ROOF DECK ZONE PLAN SCALE: 1" = 30'-0" 1 REVISED SCHEDULE 09/30/22 AAT BES WLK LEF AJD 0 ISSUE FOR CONSTRUCTION 07/15/22 AAT BES WLK LEF AJD REV REVISION DESCRIPTION DATE DRWN DSGN CHKD QC APPD REF. DWG. NO WAREHOUSE ROOF DECK ZONE PLAN SCALE: 1" = 30'-0" REFERENCE DRAWING TITLE FM STEEL DECK 1. FABRICATE ALL STEEL DECK FROM STEEL CONFORMING TO THE LATEST EDITION OF THE "NORTH AMERICAN SPECIFICATIONS FOR THE DESIGN OF COLD FORMED STEEL STRUCTURAL MEMBERS" BY THE AMERICAN IRON AND STEEL INSTITUTE (AISI). 2. PROVIDE STEEL ROOF DECK COMPLYING WITH STEEL DECK INSTITUTE (SDI) "ROOF DECK DESIGN MANUAL", LATEST EDITION, AND THE SDI "DIAPHRAGM DESIGN MANUAL", LATEST EDITION. 3. DO NOT SUSPEND PIPING, DUCTS, UTILITIES, CEILINGS, LIGHT FIXTURES OR OTHER LOADS FROM STEEL DECK. 4. BEAR DECK AT LEAST 2 INCHES AT SUPPORTS. LAP DECKING AT ENDS AT LEAST 2 INCHES AND CENTER LAPS OVER SUPPORTS. 5. WELD STEEL DECK WHERE INDICATED IN COMPLIANCE WITH ANSI/AWS D1.3 USING MATCHING FILLER METAL. WELDERS SHALL BE CERTIFIED. 6. SUBMIT COMPLETE STEEL DECK SHOP DRAWINGS FOR REVIEW. SHOP DRAWINGS SHALL INDICATE ICC REPORT NUMBER, IF APPLICABLE, LOAD/SPAN CAPACITIES AND DIAPHRAGM CAPACITY. 7. SPAN DECK CONTINUOUSLY OVER AT LEAST (3) SUPPORTS, UNLESS SPECIFICALLY DETAILED OTHERWISE. 8. PROVIDE FULL PANEL WIDTH SHEETS FOR THE FIRST SHEET OF STEEL DECK ADJACENT TO, AND PARALLEL TO: WALLS, PERIMETER MEMBERS, OR MEMBERS IDENTIFIED AS CHORD, COLLECTOR, STRUT OR DRAG MEMBERS (ON ONE OR BOTH SIDES AS APPLICABLE). A19. FASTEN ALL STEEL DECK TO A CONTINUOUS DECK ANGLE, AROUND ENTIRE DECK PERIMETER WITH 5/8" PUDDLE WELDS AT MINIMUM 24" OC. 10. ATTACH EACH STEEL DECK PANEL TO SUPPORTING MEMBERS AND ADJACENT PANELS AS INDICATED IN STEEL DECK SCHEDULE ON THIS SHEET. 11. PROVIDE FRAMING AROUND DECK PENETRATIONS PER DETAIL 1/6004-SS-00-502. 12. WHERE NO SPECIFIC SUPPORT IS INDICATED AT DECK ENDS, EDGES, OR RIDGES, PROVIDE CONTINUOUS L3x3x1/4 OR EQUIVALENT BENT PLATE AS NECESSARY TO SUPPORT DECK. 13. PROVIDE GALVANIZED STEEL ROOF DECK. 14. STEEL DECK SHALL BE GALVANIZED PER: G60 = NORMAL -STANDARD G90 = COMMERCIAL HEAVY IF LEFT PERMANENTLY EXPOSED TO WEATHER A-40 = USED WITH PAINTED FINISH 15. CONNECT PERIMETER DECK ANGLE TO WALLS AND STRUCTURAL MEMBERS PER DETAIL 1/6004-SS-00-502. 16. CONNECT STEEL DECK TO BENT PLATE AT ROOF RIDGE PER DETAIL 1/6004-SS-00-502. THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY B. E. SCHNEIDER, PE ON 10118/22. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ELECTRONIC COPIES. LEGEND ZONE 1' - ROOF INTERIOR OF ZONE 1. GCp = -0.9 ZONE 1 - FIELD OF ROOF GCp = -1.7 ZONE 2 - ROOF PERIMETER GCp = -2.3 ZONE 3 - ROOF CORNER GCp = -3.2 mmERRICK" VVT 0"'El Iwo 0011 i CLIENT PROJECT NO.: MERRICK PROJECT NO.: 30216004911 SCALE: NO SCALE TITLE: BLUE TRITON ZEPHYRHILLS STRUCTURAL STEEL DECK NOTES AND SCHEDULE REVISION: DRAWING NO.: SHEET NO.: 1 6004-SG-00-006 1 OF 1 1 4 3 -91 5 y 7 F; 10 r1 L 0 L I G z 0 0 C I D I E I F 1 O z w W 02 w W¢ 2 a= w cn t=- w U_ M 02 �w z� 09) _ u5_ za- w X IOU 0 cr- cn a= za 3 0 0 Ow _j 0 J = OD �ix za. ww (nm _ OZ ww w~ J Z m 0 �_ W 0 2 cnO 4 W cn m O U 0 � Ww H 2 z w O cn F_ a. - w -J gym¢ O -' 0 H W = 0 O Z = z0 0a 5 Z Y cn cf) N w' w � J U O w N 0w aw z - 0� W O z E yj W = 0 ¢ Q Om J J �= 6 ocn cr_w W cn 2 m = ui a U 4 0 0 w w - aW W N 0 w > O _ U ¢ 08 wZ Z 7 cn � Y H z� Z W �0 �Z _ ¢O wO LU L Q z N o U 0 z0 00 8 w~ J V wU- w0 o� �w z c" _ ¢w w z ¢v O z� �0 o � 0 � cn W �0 9 We 0 N AND ON UTS F_ v M 0 ti 00 w a - O zk) _ 6004-SC-00-502 N 0 M co W zo a O N 0 io N e- coO a C° O CV rn r z co W o 0 T 00 Dco LU 6004-SC-00-503 (D o 0o w a O 00 c�M (O 22 22.1 22.7 23.9 4' -0" 63'4" 50'-2" 7 1 /4" A 16'-0" EQ EQ EQ EQ EQ ALIGN WITH A. .16, A 61& A -A A, 4 oib. a .4 All 1 6 — _-, & I & O&M I 'A _ I SUMP 4 REVISED TO INCORPORATE RFIS 12/23/22 ADG BES WLK LEF AJD 3 REVISED DRAINS 10/11/22 AAT WLK BES LEF AJD 2 REVISED WALLS 09/30/22 AAT WLK BES LEF AJD 1 ISSUE FOR CONSTRUCTION 07/15/22 CSO WLK BES LEF AJD 0 ISSUE FOR PERMIT 06/24/22 CSO WLK BES LEF AJD REV REVISION DESCRIPTION DATE I DRWN DSGN CHKDJ QC JAPPD momi REF. DWG. NO REFERENCE DRAWING TITLE Na 71242 s s • i � S VE OF 0 SHEET SPECIFIC NOTES B.2 1. PLACE CLSM AS REQUIRED TO PROVIDE A STABLE SUBGRADE FOR CONTINUOUS FOOTING AFTER SUMP PLACEMENT. 2. CONCRETE CONTRACTOR SHALL ALLOW FOR DISCHARGE LINES LOCATED BY OTHERS IN THIS LOCATION 3. CONCRETE CONTRACTOR SHALL ALLOW FOR CONDUITS LOCATED BY OTHERS IN THIS LOCATION. 0 LEGEND - INDICATES EXPANSION JOINT — -INDICATES CONTRACTION JOINT (:B.5 B.8 0 C.5 WAREHOUSE EXPANSION 2008 EXPANSION — — — — — — — — — — — — --I I 2001 I EXPANSION I — — — — — — — — — — — — 1995 EXPANSION PROPANE TANKS I LINE 13 ORIGINAL I EXPANSION E WAREHOUSE E.2 KEY PLAN SCALE: N.T.S. VVT❑❑ MERRICIC MERRICK PROJECT NO.: 3021600491 CLIENT PROJECT NO.: SCALE: AS NOTED TITLE: BLUE TRITON ZEPHYRHILLS STRUCTURAL LINE 13 EXPANSION FOUNDATION PLAN REVISION: DRAWING NO.: SHEET NO.: 4 6004-SC-00-100 1 OF 1 1 2 3 2 5 C 7 0 MIS] A B C 0 E F G I H I I J } Z Q Z F- Oz W OW U r W 0 e 0 a ag w U) S � I— w IL m OM COW z7-- O Y) V5a za W(X X w w 0 O QU) Z z �Q 00 w w J U OO S � �O w z_ CL w w C/) m w M O z U— W w ~ J Z M O q U w w O e WCO mY Ou Oa WW F� z w O Cl) F- w a W 'J w Q O H W 0 00 z z O d ` z Y (j) cn I-- W W H J UO W U) m w aw 0 W Z LL W W S 0 1-- aQ W 0 J J U S K W W � j mS U 0 � w CD W 0 a Z wQ a� IL w W N U ry > O � S W F— U) 0 u. Q O ~O Z Z w CO � Y Z Of z W Q = � O F—Z Q O w O_ H~ z J Q F- M U � Z O F- O w H J 0 W — LL. W 0 S O O� �- w z °' Q = w o� z� Q U O Z_ J 0 a 0 w S I=— O f 1 D 11 i 1 1 Z ¢ z� Oz w W oW Dui 2 0 �a a= _of i-- w co 02 �W z� O�n FnQ - Za wQ� w x Lu 0 O = a zz 3 �a 00 ww J U O x 0 cr za ww cf)m W_:E 0 Z aw w~ J Z �p 0 ¢ U w Uo q W cn U Y O U wW 1--m z w O U� W� o! _ o_ - W J IX Q OJ 0 ~ w0 00 Z z: w i� z0 oa 5 Z Y U cn N reo w � J U O W U cn aw z - o� wO z Ew W r O 0 m J J �= 6 �cn W W 2 mx U 0 = W cnOf 0 az w ¢ - �o o- W W N U F, > O x= w F- U U- ¢ 1_ O ZZ7 cn m_ Y � Q= cn U Z Z W O z _ ¢ O of O w�_ z J 0 U Z O a0 8 w ~ w — u.. W 0 x0 o� >_w z U _ ¢ui w otic QF--: 00 Z 3 �o �x o_ o� cQw x 9 �o 10 A I B I C D I E I F I G H I I J GENERAL NOTES 1 Qrr nD01A/IAI!''_ nnnA r%l nnnni rnD n\/rDAI 1 DI AAI AAIPIlnD Qrr r)DAUflA1G FA WAREHOUSE EXPANSION FOUNDATION PLAN SCALE: 1/16" = V-0" 3 REVISED TO INCORPORATE RFIS 12/23/22 ADG BES WLK LEF AJD 2 REVISED DIMENSIONS 09/30/22 AAT BES WLK LEF AJD 1 ISSUED FOR CONSTRUCTION 07/15/22 AAT BES WLK LEF AJD 0 ISSUE FOR PERMIT 06/24/22 AAT BES WLK LEF AJD REV REVISION DESCRIPTION DATE IDRWNIDSGNICHKDI QC JAPPD REF. DWG. NO REFERENCE DRAWING TITLE No. 71242 • * S "s • t - SAM OF \,biv n NArr❑00 ❑❑ MERRICK* ❑ ❑❑ .,_ .:, . ,sue. W - MERRICK PROJECT NO.: 3021600491 CLIENT PROJECT NO.: SCALE: AS NOTED EHOUSE kNSION dE ON KEY PLAN SCALE: N.T.S. TITLE: BLUE TRITON ZEPHYRHILLS STRUCTURAL WAREHOUSE EXPANSION FOUNDATION PLAN REVISION: DRAWING NO.: SHEET NO.: 3 1 6004-SC-00-105 1 1 OF 1 1 2 3 F 0 7 0 I� A B C D E F G H I J z a z �- Oz ww OW LLJ U r LU Q e 0 a a= _IX F- w LLm OW U� z 09) Fna Za wa X W W Z Z O= 0 z cr Q O® W W J U O= T 0 0 za W W C/)uj 0 Z 0 J O m U LU O L LU C/% m Y O o W W �-M z WO (f)F- UJ w co O ci ~ W O z = FW- z O Q Z Y U H � - W � J UO UJ cn d W z o WO Z " W W 3: Q Q O m J J L V � CC fn Q' W W m= U w Cl) Q n aQ w aW W N U of O �Z w r m� LL O 0 z Z - w CO � Y Z af Z LU Q = !/J O Z QO �O Z N J 0 U n- ZO O_ w ~ J VW _ LL_ W 0 2 O O - }w z U) Q= 0 w QV zw 0- o� �w F=- O 97 r-% u v v L- 1 v 11 1 v /1 A Al E F G z J 1 r z z1--: Oz �w o� w w¢ 2 O �a a= _it i- w LLm O Uw zm 0 a - za ww X w w 0 z Z O0 0 W d ?z 3 of¢ 00 w w J U 0=) z_ a. ww U m - W 0z U- � wZ J 0 m U �w �m U) 0 4 wW mY O U H22 w W �w z� w O W~ a- w- o� 0~ w:s 0 O z� z� zo o¢ 5 z�e �N �w -w � J U 0 wU) Wa aw 0 z - w z 0 E: w w= 0 � ¢¢ m J J v6 �co ww �m m= U uj uj U ¢z aQ w - ww w N U cco 00 wZZ 7 cn mco H z� zw ¢_ L O �o - of z � J U w zo �z0 8 w ~ wu U _ u- m0 oM rw z _ ¢Lu w to ¢� O U z� �o �a a 0w �w �0 9 10 1 GRID Z% 6004-SC-00-500 "' O L TOC EL 100'-0" N 0 F - (V <e) U) ~ U) o (n <o w U O - N U r N GRID (4) 3/4-AB-P27-5 (DN) FOUNDATION PLAN 6004-SC-00-105 SCALE: 1/2" = V-0" GRID 2'-3" 3/4 AB #4 TIE SETS D SEE DETAIL 2 ON SHEET 6004-SC-00-502 FOR 6004-SC-00-500 CONCRETE SLAB CLASS B LAP 1 #4 @ 12" �+ 6004-SC-00-500 1 CAST 3'-3" SQ x 2" THK MASS CONCRETE (1,500 PSI) AROUND THE PEDESTAL WEEP HOLES (2 SIDES) #5 DOWELS Q� �jCV NOTE: REMOVE ALL STANDING WATER BEFORE GROUTING BASEPLATE eeg\/%\//\//\///\�////\�//\\//\\/%\//\\/%\\ \ M #6 @ 12 OC, T & B, EW COMPACT SUBGRADE PER THE RECOMMENDATIONS FOUND IN THE GEOTECHNICAL REPORT q SECTION 6004-SC-00-500 SCALE: 1/2" = V-0" GRID L(: A 6004-SC-00-500 �1 �— O a L TOC EL 10 '-0" 0 N 0 CV T— ih M U) w cn o U Fb w U O - TJ r CV 2 REVISED CALLOUT 09/30/22 AAT BES WLK LEF AJD 1 ISSUED FOR CONSTRUCTION 07/15/22 AAT BES WLK LEF AJD 0 ISSUE FOR PERMIT 06/24/22 AAT WLK BES LEF AJD REV REVISION DESCRIPTION DATE I DRWN DSGN CHKD QC APPD GRID 4'-0" 4'-0" 2'-0" 1'-0" 1'-0" 6 1/2" 6 1/2" CN r c� I N O , o CD — �--• , N N 2 FOUNDATION PLAN 6004-SC-00-105 SCALE: 1/2" = V-0" GRID GROUT POCKET SEE DETAIL 3 THIS SHEET 1 AB 2'-3" #4 TIE SETS SEE DETAIL 2 ON SHEET D 6004-SC-00-502 FOR 6004-SC-00-500 CONCRETE SLAB CLASS B LAP 1 #4 @ 12" E f�1 6004-SC-00-500 CAST 3'-3" SQ x 2" THK MASS CONCRETE (1,500 PSI) AROUND 1'-0" THE PEDESTAL WEEP HOLES (2 SIDES) #6 DOWELS U CV NOTE: REMOVE ALL STANDING WATER BEFORE GROUTING BASEPLATE M #6 @ 12 OC, T & B, EW COMPACT SUBGRADE PER THE RECOMMENDATIONS FOUND IN THE GEOTECHNICAL REPORT g SECTION 6004-SC-00-500 SCALE: 1/2" = V-0" 6004-SG-00-0004 STANDARD ANCHOR RODS REF. DWG. NO REFERENCE DRAWING TITLE (4) 3/4-AB-P-27-5 (DN) 2 2'-0" GRID C REBAR PLAN 6004-SC-00-500 SCALE: 1" = 1'-0" 2'-0" E REBAR PLAN 6004-SC-00-500 SCALE: 1" = V-0" ISO.712 : SZ%T'E OF • GRID 4'-0" 4'-0" 2'-0" 1'-0" 1'-0" 6 1/2" 6 1/2" (V I I N o , — O r T N N r B 6004-SC-00-500 3 FOUNDATION PLAN 6004-SC-00-105 SCALE: 1/2" = V-0" (12) #5, EQ SPACED (4 EA FACE) #4 TIE SETS (16) #6, EQ SPACED (5 EA FACE) #4 TIE SETS (4) 1-AB-30-5.5 (DN) 8 1/2" SQ x 5.5 DEEP GROUT POCKET CAST T-3" SQ x 2" THK MASS CONCRETE (1,500 PSI) AROUND THE PEDESTAL PEDESTAL BELOW BASEPLATE ISOLATION JOINT W/ BOND BREAKER. REMOVE ISOLATION JOINT WHERE SLAB IS PLACED AFTER COLUMNS ARE SET. T-3" SQ @ 2'-0" SQ PEDESTAL T-3" SQ @ 2'-6" SQ PEDESTAL p ISOLATION JOINT PLAN 6004-SC-00-500 SCALE: 1" = V-0" THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY B. E. SCHNEIDER, PE ON 10/18/22. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ELECTRONIC COPIES. TITLE: BLUE TRITON ZEPHYRHILLS STRUCTURAL FOUNDATION DETAILS 2 6004-SC-00-500 1 OF 1 1 3 7 1 10 A B C D E F G H I J 1 z zF-� oz 'g o w wQ 2 0 �a a= w cn _W f- w wm 02 ww z� oY) Fn a - za wW X W W 0 00 Lu ¢� ZZ 3 �¢ 00 W W J U O = _cl o z_ M W W CIO m w m Z oLu wz J 0 ¢ U too 4 w cn mY O 0 H � N W Z W o N H W } w a. of mOf - o 0 ~ W � O z = zZ � 0Q 5 zx U)0 �-w —w � J U o W U) a' a W W Z o u W W = o� om J J E5= 6 �U) �w w mU U uiw ¢ 0 az w ¢ - aw W N ow > O cn 00 w~z7 cn :_ 3 z� zW ¢_ U) 0 0 z _ O �o Lu ~¢ z N � J O� U z 0 �0 8 w� J U w� uj 0- >-w z _ ¢Lu z� ¢ U c� z� �O �n- a 0W cn W �0 9 iT$ GRID o A 6004-SC-00-501 C GRID 6'-0" 2'-9" 1 S-3" 2'-6" 1'-3" 1'-3" 6 1/2" 1 6 1/2" FOUNDATION PLAN 6004-SC-00-100 SCALE: 3/8" = V-0" GRID 1'-01, 314 AB #4 TIE SETS SEE DETAIL 2 ON SHEET 6004-SC-00-502 FOR �— O 1 CONCRETE SLAB 6004-SC-00-500 a N1 CLASS B LAP TOC EL 100'-0" 1 1 o , I � 1 �— co, 6004-SC-00-501 1 cn \ \\ \\ CAST CAST T-3" SQ x 2" THK MASS U) IN CONCRETE (1,500 PSI) AROUND 1 THE PEDESTAL io WEEP HOLES (2 SIDES) #5 DOWELS U N NOTE: REMOVE ALL STANDING WATER 0 1 BEFORE GROUTING I BASEPLATE EXISTING FOUNDATION\ #4 @ 9 OC, EW #7 @ 9 OC, NORTH TO SOUTH #4 @ 9 OC, EAST TO WEST q SECTION 6004-SC-00-501 SCALE: 1/2" = V-0" M COMPACT SUBGRADE PER THE RECOMMENDATIONS FOUND IN THE GEOTECHNICAL REPORT NI u GRID 'z B 6004-SC-00-501 E c 0 L _ N TOC EL 100'-0" 0 , N M '— zn V) H Lu U cn 0 19 w 04 cm 1= @ U O CV N THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY B. E. SCHNEIDER, PE ON 10118/22. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ELECTRONIC COPIES. 1 ISSUED FOR CONSTRUCTION 07/15/22 AAT BES WLK LEF AJD 0 ISSUE FOR PERMIT 06/24/22 AAT WLK BES LEF AJD REV REVISION DESCRIPTION DATE DRWN DSGN CHKD QC JAPPD GRID 12'-0" 2 FOUNDATION PLAN 6004-SC-00-100 SCALE: 3/8" = V-0" #4 @ 9 OC, EW, T & B r N GRID 2- -3-1 1'-011 3/4 AB #4 TIE SETS SEE DETAIL 2 ON SHEET 1 6004-SC-00-502 FOR CONCRETE SLAB v 6004-SC-00-500 CLASS B LAP 4 I I I I I C 1 6004-SC-00-501 \\ #4 @ 12' CAST T-3" SQ x 2" THK MASS j CONCRETE (1,500 PSI) AROUND THE PEDESTAL L L WEEP HOLES (2 SIDES) #5 DOWELS N 1 B SECTION 6004-SC-00-501 SCALE: 1/2" = V-0" 6004-SG-00-004 STANDARD ANCHOR RODS REF. DWG. NO REFERENCE DRAWING TITLE co COMPACT SUBGRADE PER THE RECOMMENDATIONS FOUND IN THE GEOTECHNICAL REPORT !fHlo''''• NM 712a,2 s t - AZ :4. .• NOTE: REMOVE ALL STANDING WATER BEFORE GROUTING BASEPLATE H GRID o A 6004`-SC-000-501 V 2" CLR J 6'-0" 1 2'-6" 19 N (4) 3/4-AB-P-27-5 (DN) 3 FOUNDATION PLAN 6004-SC-00-100 SCALE: 3/8" = V-0" 2'-6" ;` O O �/O OQR O • O (20) #5, EQ SPACED (6 EA FACE) L pm o 0 0 0 0Fe C REBAR PLAN 6004-SC-00-501 SCALE: 1" = V-0" vvr ®F❑ MERRICK' WHIMINIG-TURNER MERRICK PROJECT NO.: 3021600491 CLIENT PROJECT NO.: SCALE: #4 TIE SETS 6 1/2" SQ x 4" DEEP GROUT POCKET AT Q DETAIL 1 ONLY TITLE: BLUE TRITON ZEPHYRHILLS STRUCTURAL FOUNDATION DETAILS REVISION: DRAWING NO.: SHEET NO.: 1 6004-SC-00-501 1 OF 1 1 3 C! 5 C: 7 0 A B C D E F G H J C� E F G H J 1 } z Q O uZ O w LU wQ 2 �� a= w cn -m O2 U)w z� za wW X w wz o= 0 UJ a= ZZ 3 �Q Oo ww J U O 0 za Ww m Lu cn oZ ww w~ J Z op O U w coo wCo 4 00 Y o U w d' w W O w~ a J _ �Lu O —� o� w= o0 z= z� zo 0a 5 Z Y c * Lu w � UJ O LLI U 0k �w z - 09 w0 z Uw w= o� aQ om J J n= 6 �cn �w w m= U Lu� Z Q 0- z w Q wo aw U Ix Lu_ O U)Z) wQ 00 ZZ_ 7 w (n � Y co� zw zw a� U) 0 fo� z _ 0 a-o w Q�Q z N M J 0 U zo 0 �0 8 w ~' J V w� =o o- >_W z c _ ¢M oLu zW 0 oOf w �0 9 10 1 FAI FOOTING PLAN REBAR PLAN CORNER DETAIL 6004-SC-00-105 SCALE: 1/2" = V-0" 6004-SC-00-100 w U) D O w w p Q z_ W x I> (`''�, _w J�p 7 M @ @ N M ao r__ #5@12"OCEW #5 BARS, 5'-0" LONG 10 MIL VAPOR COMPACTED AGGREGATE BASE AS PER GEOTECH REPORT BARRIER (MIN 4" THK) COMPACTED FILL SUBBASE AS PER GENERAL NOTES AND GEOTECH REPORT FOR ADDITIONAL REQUIREMENTS TYPICAL CONCRETE SLAB -ON -GRADE DETAIL 6004-SC-00-100 SCALE: NTS 6004-SC-00-105 2 1/2" 2 1/2" CONTRACTION JOINT CJ DEFORMED BAR SEE LAP TABLE 4 CONCRETE GENERALNOTES N � ° s + e b A b Q t ° b a i CONSTRUCTION W/ WEAKENED PLANE CONST 1/2" 2 1/2" 2 1/2" 5 f 2" 3/4" v � v b } ° 1"&-0" LG SMOOTH DOWEL @ l'-0" OC V-0" 1'-0" EXP CAP: FIBER EXP JT CUT FROM 1 1/4" 0 GALV STEEL PIPE FILL w/COMPRESSIBLE PLUG (SPONG) EXPANSION JOINT PAINT & GREASE THIS HALF OF DOWEL EXP JT 3 SLAB JOINT DETAILS 6004-S6-00-101 SCALE: NTS 6004-SC-00-105 SEE DETAIL 2 THIS SHEET FOR SLAB THICKNESS w co cM D O z w V r` ao TILT UP PANEL BY OTHERS W SEE CIVIL PLAN 1 D ch 6004-CS-00-001 OR 3 1, 0„ 1 w z D "' 6004-CS-00-002 FOR #4 @ 12 3 Q J w z PAVING TILT UP PANEL CONNECTION BY OTHERS o Zo Lo 0 io TOC EL SEE CIVIL -4 Zo CV M #4 @ 12 OC, T & B, EW COMPACT SUBGRADE PER 2'-9" THE RECOMMENDATIONS FOUND IN THE GEOTECHNICAL REPORT q SECTION 6004-S6-00-105 SCALE: NTS 6004-S �100ORIENTATION VARIES 3 REVISED TO INCORPORATE RFIS 12/23/22 ADG BES WLK LEF AJD 2 REVISE WALL DIMENSION 09/30/22 AAT BES WLK LEF AJD 1 ISSUED FOR CONSTRUCTION 07/15/22 AAT BES WLK LEF AJD 0 ISSUE FOR PERMIT 06/24/22 AAT WLK BES LEF AJD REV REVISION DESCRIPTION DATE DRWN DSGN CHKD QC APPD ►� w, 0 REFERENCE DRAWING TITLE X" MAXIMUM x IX" DEEP SAW CUT JOINT, FILL WITH SIKAFLEX PRO-3 SL OR APPROVED EQUAL FOP OF FINISH FLOOR DISCONTINUE TOP LAYER OF REINFORCING AT CONTROL JOINT SEE PLAN ° a . .n• . °. ° o if � P c - TYPICAL SAWED 4 CONTRACTION JOINT 6004-SC-00-502 SCALE: NTS 1/2" FLEXIBLE R 1/8" WHEN EXPANSION JOINT SEALER TOOLED 3/4" DEEP SEE NOTE 4 v ".° BACKER ROD MATERIAL v ° q a 1/2" PREFORMED EXPANSION JOINT MATERIAL SEE NOTE 4 r5EXPANSION JOINT DETAIL 6004-SC-00-502 J SCALE: NTS SEE DETAIL 2 TF'- ' FOR SLAB Th Ls] g SECTION 6004-S6-00-105 SCALE: NTS 6004-S �100 NOTES: 1. SLAB -ON -GRADE DETAILS ARE IN ACCORDANCE WITH ACI 360 AND CITED REFERENCES 2. REFER TO PROJECT GEOTECHNICAL REPORT FOR BACKFILL AND COMPACTION CRITERIA. 3. ALL JOINTS SHALL BE SEALED WITH A POLYURETHANE SEALANT. SONNEBORN "SONOMERIC 1" OR APPROVED EQUAL. 4. EXPANSION JOINT MATERIAL SHALL CONFORM TO ASTM D1751 LATEST EDITION. 5. THOROUGHLY CLEAN AND ROUGHEN SURFACE (1/4" AMPLITUDE) AT INTERFACE OF ALL COLD JOINT PLACEMENTS. SMOOTH DOWELI SLAB THK h in DOWEL 0 in DOWEL LENGTH in DOWEL SPACE ft ALL 1.00 13 1.00 NOTE 1 FOR DOWEL: i. GREASE ONE END REFERENCE: ii. ACI 360R - GUIDE TO DESIGN OF SLABS -ON -GRADE, TABLE 6-1 ij. ACI 360R - CITED DOA; CORPS OF ENG. - UFC 3 320 06A / TM 5-809-12 CONCRETE FLOOR SLABS -ON -GRADE, TABLE 5-3 NOTE: 1. CONTROL / CONSTRUCTION JOINTS SHALL BE A MINIMUM OF 5'-0" FROM EDGES OF THICKENED SLABS. C SECTION 6004-S6-00-100 SCALE: NTS VVT oi❑ MERRICK' WHITING -TURNER MERRICK PROJECT NO.: 3021600491 CLIENT PROJECT NO.: SCALE: IS EL SEE PLAN LAP SPLICE (TYP) TITLE: BLUE TRITON ZEPHYRHILLS STRUCTURAL FOUNDATION DETAILS 3 6004-SC-00-502 1 OF 1 1 2 3 0 5 C 7 mull A B C D E F G H I J z Z F- 0 z W OW U , LU Q e 0 d a= w CO F-w Wm 0 M Uw z� 0Y) v� 0- Z d Wof w w� O= a= o , Z z 00 ww J U OD S ❑ za w LU U)m 0z wW J Z op 0 Q U �- W ❑2 CO 0 WU) m Y OU F- w w = F- w z� w0 U) F- W Ix 0 '-� WO ❑ _ Z LU F- - ❑ 0 ¢ ' Z Y U) C/) F- W W F- J U0 LU Cl) w UJ CL W Z LU o Z LL W W H ¢ Q 0 m J J v = E m W w Cl) D m 0 U 0-1 w to Q 0 as w wo M w W N U� >0 � S w F- coD tL ¢ OO Z Z LLI U) 5 Y- . ry F- m Z Ix Z W ¢ S U) 0 F-z ¢0 �0 Fw- ~ z r� S J 0 U � z 0 � O_ w < J w - L- W Cl SO OS` }w z U) Q w ¢ U C7 Z_ � 0 d ❑ w U)w S FZ— 0 1 1 oz ww O Lu 0 it wQ 2 as w co H Lu O W z- O cn a _ w a �w x� w Z 00 UJ Q co ZQ 3 oW wU J oa s Z 4 ww m w O Z �Lu wz J 0 m 0 F_— w coo q w� mY o0 LULU �w wLu Q w� J o 0= w O 0 = Z 5 o¢ ZY �U) -w � J c, O wN WLu EL w - 0 w0 z LLw w= 0� ¢Q U m J J C-)/ 6 11 co w Co m= v Lucn ¢Z a. Q w - Of w w N U of co M - o wZz 7 cn 5� c�q v/ z� Z w Ino < O rj�o L� z J O� 0 Zo 00 8 W� J � w U u. S o� �w z U' _ <C Lu Lu <� ZJ �wo �a o� w �0 9 H■ A ($) 1te err r�r�nn� nnr�c+ EVE (14) TOP OF FINISH FLOOR TOP OF FOOTING I q SECTION 6004-SC-00-504 SCALE: NTS ORIENTATION VARIES �22) Y"4'"' HSS8 COLUMN 81/2I 1'-8" 5" P d 0 M a ° 4 ° ° I\// °p 4 p 4 ° m \ 4 4 1/2" EMBED '3" CLR' \ //\ TYP °e o. ° HSS8x8x3/8" COLUMN WITH BASEPLATE 3/4" x 9" x 1'-2" (2) 1-AB-24-4 112 C SECTION 6004-SC-00-504 SCALE: NTS ORIENTATION VARIES C — PRE -MOLDED EXPANSION JOINT, TYP a a a 4 QVAPOR BARRIER, TYI 1 (8) #8 VERTICAL BARS, EVENLY SPACED (14) #4 DOWELS D I E 18'-0" CLEAR 9" (24' CLR) 20'-0' CLEAR 7" (20' CLR) 24'-0" CLEAR 7" (18' CLR) BASEPLATE 3/4" x 9" x 1'-2" w/ (2) 13/16" NEW WALL OPENING SEE PLAN HOLES FOR (2) 3/4" (SEE PLAN) PIER, PLATE ANCHOR BOLTS & COL EXISTING WALL 5/1�� 5/16 v ° ° v v Q v 22 CC 4 D n, a ° A O HSS8 COLUMN uj a ° Q' p m a. ° d A PRE -MOLDED EXPANSION JOINT, TYP A a a v 1 1/2" 1 1/2" v 7 ° v p BASEPLATEp ° ° v V-0 0 /2" 11 1/2" g SECTION 6004-S6-00-504 SCALE: NTS ORIENTATION VARIES B 9 HSS8 COLUMN, C 6004-SC-00-504 PLATE & PIER 1'-0" 6004-SC-00-504 4" (2) 1-AB-24-4 1/2 PRE -MOLDED EXPANSION - JOINT, TYP w a lI vn TOP OF FINISH FLOOR Il ° 0 11 Q 4 II 4 II , 4 4 WL° ° p p /° p° 4 04 / ( i 4 \\\ \\p° a' 1�� 4 ° p a . -I 4 p 41 \ ° \`� I 1 REVISED DETAIL 09/30/22 AAT WLK BES LEF AJD 0 ISSUE FOR CONSTRUCTION 07/15/22 CSO WLK BES LEF AJD REV REVISION DESCRIPTION DATE DRWN DSGN CHKD QC APPD 2'-0" � CONCRETE PIER PIER DETAIL 6004-SS-00-303 SCALE: 1" =1'-0" 6004-SS-00-307 REF. DWG. NO HSS8x8x3/8" COLUMN WITH BASEPLATE 3/4" x 9" x 1'-2" D Z N a a Q 6 Q , 3" CLR TYP (8) #8 VERTICAL BARS (14) #4 DOWELS REFERENCE DRAWING TITLE I G H J (8) #8 VERTICAL BARS, 9 PLATE BASEPLATE 21.1 " " & COL " " EVENLY SPACED 18-0 CLEAR 7 3/4 x 9 x 1'-2" w/ (2) 13/16" (14) #4 DOWELS PIER NEW WALL OPENING HOLES FOR 3/4" (SEE PLAN) 5/16 ANCHOR BOLL TS 0 ca EXISTING WALL 3 SIDES EXISTING WALL w TYP 5/16 N v D v a Q Q CC ° . nJ !4!a ° HSS8 COLUMN w j\/ m \ o p ° PRE -MOLDED EXPANSION JOINT, TYP a D TILT ✓ N UP PANEL BY i ° '., r 1 ✓ � TILT UP PANEL BY 1 ° d OTHERS SEE DWG ° _ V-2" OTHERS SEE DWG i XXXXXX J o va l xxxxxx 1 BASEPLATE a SECTION 9 ._4,. 8"® HOLD HOLD 6004-SC-00-504 SCALE: NTS E SECTION 6004-SC-00-504 SCALE: NTS 21.1 E PIER C 6004-SC-00-504 -� HSS8x8x3/8" COLUMN 6004-SC-00-504 WITH BASEPLATE HSS8 COLUMN 3/4" x 9" x V-2" 4" & PLATE a (2) 1-AB-24-4 1/2 j PRE -MOLDED EXPANSION Q ° z JOINT, TYP 0 TOP OF FINISH FLOOR r? < < a NOTE: 1. ALL DOWELS SHALL BE DRILLED AND EPDXIED USING HILTI HY-200 TO EMBED NOTED SEE PLAN W VAPOR BARRIER, TYP\\/ p w .° 41' I I < o (8) #8 VERTICAL BARS (14) #4 DOWELS p. \ a ° ° p 4 ° p p 6004-SC-00-50400 n _T p 4 p Nr /3" CLR,1 1' 9"N 4 1/2" EMBED a p TYP \ p ° 4 Q TYP 4 p j\\\j\ n p 4. ° \\>>N ° TILT UP PANEL BY OTHERS SEE DWG xxxxxx p 4' TOP OF FOOTING /\\ °: "'T' a' — r.� /` of Ak. Ji SEE PLAN /\\//� HOLD �— d j\\ ° P ° 4 %\!,\ 4 1'-4 1/4" I 2'-9" 2 PIER DETAIL 6004-SS-00-307 SCALE: 1" =1'-0" THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY B. E. SCHNEIDER, PE ON 10/18/22. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ELECTRONIC COPIES. TITLE: BLUE TRITON ZEPHYRHILLS STRUCTURAL FOUNDATION DETAILS 1 � 6004-SC-00-504 1 OF 1 1 L 3 0 5 L h 0 1 10 A B C D E F G H I J n C Ic C F G J 1 r z oz �m o w ui wQ 2 a= ~m wM Ow U) g z Q a - 65 _ wa w m x w w z zz o= 0 z' 3 �¢ 00 ww J U O= = 0 3:0 za- ww cn m _ Oz ww w~ J Z m 0 U F¢- w U) o 4 w� m Y OC) 0� ww cn w0 w ~ w d J Of 0~ w = 0 0 zm z� z0 za 5 Z Y w H w J UO w U) 0w aw 0 z - woz U- w= o� ¢Q w om J J �= 6 �cn �w w �D m= U Wcn <Z as w - aW w N U of W-o U� 00 w~z_ 7 cn � Y U)� _w zw ¢_ (00 �o - �o u� � J 0 U zO �0 8 W ~ ._j w U_ w 20 0- } W zU) ¢ D _ w z ¢v Ow z� �o a 0� cnw = 9 �0 10 i 4'-4" 24" 0 HOLE IN N CONCRETE NEEHAH FOUNDRY R-1916-C FRAME AND LID OR ENGINEERED APPROVED EQUAL FIELD LOCATE (4) 6004-SC-00-505 7/8-HV-HY-9-4 IN MANHOLE BOLT CIRCLE 1 BASIN 1 & 2 FOUNDATION DETAIL 6004-SC-00-100 SCALE: 1/2" = V-0" 4'-4" 2 EXISTING BASIN PLAN 6004-SC-00-505 SCALE: 1/2" = V-0" PANEL ------------------------------- TILT UP PANEL BY OTHERS 4" VOID FORM #4 @ 12 OC, T & B, EW (TYP) C SECTION 6004-SC-00-505 SCALE: 1/2" = V-0" EXISTING BASIN PIPE FINISHED FLOOR = N cv) 04 - n Ir w ii > z� �z o w m Q FL- m TO EXIST. CONC. EL VARIES FLOOR SLAB COMPACT SUBGRADE PER THE RECOMMENDATIONS FOUND IN THE GEOTECHNICAL REPORT FRAME AND LID FLUSH WITH FINISH FLOOR o CV #4 BARS @ 12" AROUND PERIMETER. EMBED 12" DRILL AND EPDXY USING HILTI HY200 q SECTION 6004-SC-00-505 SCALE: 1/2" = 1'-0" GROUT LEDGE PRIOR TO INSTALLATION OF WATER STOP #4@6"OCE.W. TOP & BOT REMOVE ANGLE g SECTION 6004-SC-00-505 SCALE: 1 1/2" = V-0" 1 ISSUED FOR CONSTRUCTION 07/15/22 CSO BES WLK LEF AJD 0 ISSUE FOR PERMIT 06/24/22 CSO WLK BES LEF AJD REV REVISION DESCRIPTION DATE IDRWNIDSGN CHKD QC JAPPD1 REF. DWG. NO 211± GROUT TO FINISHED FLOOR ELEVATION #4 @ 6" OC E.W., TYP SIKASWELL A2010 WATERSTOP AROUND PERIMETER EXISITING BASIN FDOT TYPE "E" INLET SEE DETAIL 2 4'-9" 1'-4 1/2" 2'-0 1 /4" REF V-4 1/2" CD #4x2'-0"LG RE-ENTRANT BAR (TYP) I FOUNDATION DETAIL 6004-SC-00-100 SCALE:1/2" = V-0" REFERENCE DRAWING TITLE THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY B. E. SCHNEIDER, PE ON 10/18/22. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ELECTRONIC COPIES. 1 G RA VARI co THE RECOMMENDATIONS FOUND IN THE GEOTECHNICAL REPORT - DOOR OPENING SLAB DETAIL 6004-SC-00-105]P SCALE: 1/2" = V-0" VVT❑ [:i MERRICK' ❑❑❑ WHITING -TURNS MERRICK PROJECT NO.: 3021600491 CLIENT PROJECT NO.: SCALE: TITLE: BLUE TRITON ZEPHYRHILLS STRUCTURAL FOUNDATION DETAILS REVISION: DRAWING NO.: SHEET NO.: 1 6004-SC-00-505 1 OF 1 l 2 5 0 7 i 1 10 A B C E r� G H J 1 z oz a� �w -wU, Q 2 ry a - a= � w ti m 02 cnw z� 09 _ z a_ wa X 0w w O= 0 co za. Z 3 a¢ 00 w Lu J U O D za ww �m 0 } - afM O Z w ~ J Z m0 �w coo w4 � m Y O-R 0 �w z� wo co a� J = m O -' 0~ w= 0 O z= z� zo oQ 5 Z Y U� w � J U O w� OfLu a az z - 0 3: wo z E:w w= 0� ¢Q aw 0 m u J J �= 6 aw w �D m= U 0 D w cn a0 aQ w - ao aw w N U O a = w F- rn D I.,_ ¢ 00 w~z_ 7 cn m Y 0a cp� za Z w ¢_ �Q 0 �z _ ¢0 �o L� z iS Z) J 0 U zo �0 8 w �- J U w_ w w 0 0- >_w z c _ ¢ui 0 W ¢� c� Z� §OR 9a ow w �0 9 10 0 GROUT EDGE OF TRENCH (TYP) REINFORCED CONCRETE SLOPE TOP OF FINISH FLOOR EL. VARIES--Z (SEE PLAN) ..4.° °, ,p 6" 0 CPVC PIPE, 1/16" PER FOOT SLOPE (MIN) IC�71il��1►1�9; SLOPE 6" 0 TAIL PIPE CUT TO LENGTH 6" CPVC FITTINGS (TYP) TYPICAL TRENCH OUTLET DETAIL 6004-SC-00-400 l SCALE: 1" = 1'-011 C I D I E SEE NOTE 1 FLOOR EL. VARIES g (SEE PLAN) - Z a a a v � a v. _ m OU = — Y 11= VAPOR BARRIER —I I—, I — MATERIAL PER GEOTECH REPORT —I I —I I r I —III— SAND I—I�I— r 'rlll :rll I�I—I� =1 I El =III-1 I III=1 11= CPVC PIPE BEDDING (SEE MECH DWG) 2 TYPICAL PIPE COVER DETAIL 6004-SC-00-400 SCALE: 1 ° = V-0" T-0" a 1 M 3 DRAIN DETAIL 6004-S6-00-100 SCALE: 1" = V-0" 4" VENT PIPE 1/2" EXP JOINT VAPOR BARRIER 4 VENT DETAIL 6004-SC-00-100 SCALE: 1" = V-0" TOC 100'-0" TOP OF FINISH GROUT EDGE OF DRAIN BODY VAPOR BARRIER FLOW F G TRENCH AT TD-3 6„ 6„ SEE NOTE 1 AT TD-2 AND TD-1 3" 3" REINFORCED CONCRETE TYP #5 @ 9" E.W. U Z SLOPE SLOPE N i- TOP OF FINISH ° o; FLOOR EL. VARIES g na s� ° (SEE PLAN) ° o. TRENCH INV MATERIAL PER GEOTECH REPORT 8" 0 TAIL PIPE CUT TO LENGTH 8" 0 CPVC PIPE, 1/16" J PER FOOT SLOPE (MIN) 8" CPVC FITTINGS (TYP) 5 HUB DRAIN DETAIL 6004-SC-00-400 SCALE: 1" = V-0" SEE NOTE 1 GROUT EDGE OF CLEAN OUT BODY MATERIAL PER GEOTECH REPORT --/ VAPOR BARRIER — 4" 0 TAIL PIPE CUT TO LENGTH FLOW 4" CPVC FITTINGS (TYP) 12" MP 6 CLEANOUT DETAIL 6004-S6-00-100 SCALE: 1" = V-0" ACCESS LID FRAMING PER MANUFACTURE INSTRUCTIONS DC 99'-11 5/8" TOP OF FINISH (SEE PLAN); MATERIAL PER GEOTECH REPORT SS SUMP PIT INSTALL PER MANUFACTURE INSTRUCTIONS VENT INVERT ELEV = 97.0' REF PLUMBING DWG 6004-MP-00-502 TOC 100'-0" ELEC. CONDUIT BY OTHERS DRAIN INVERT ELEV = 96.7' TOP OF FINISH Z FLOOR EL. VARIES (SEE PLAN) i� MATERIAL PER GEOTECH REPORT TOP OF FINISH FLOOR EL. VARIES (SEE PLAN) > 0 �— 4"x8" REDUCING COUPLING 4" 0 CPVC PIPE, 1/16" PER FOOT SLOPE (MIN) REF PLUMBING DWG DISCHARGE LINES AnnA-Up-no-sm BY OTHERS 3 REVISED TO INCORPORATE RFIS 12/23/22 ADG BES WLK LEF AJD 2 REVISED DRAINS 10/11/22 AAT BES WLK LEF AJD 1 ISSUED FOR CONSTRUCTION 07/15/22 CSO BES WLK LEF AJD 0 ISSUE FOR PERMIT 06/24/22 CSO WLK BES LEF AJD REV REVISION DESCRIPTION DATE DRWN I DSGN CHKD QC APPD REF. DWG. NO t8'4' SQ VERIFY w/ MANFACTURE 7 SUMP DETAIL 6004-SC-00-100 SCALE: 1 /2" = V-0" REFERENCE DRAWING TITLE (V - Tw co J U i� H EL. VARIES - ,n ° ap � II I I I- ° #41---F@ 12" OC1I- -�1I— �— -1 I I.111 I I 1—� VAPOR BARRIER (2) #4 BARS, CONT. 9" 9" MATERIAL PER GEOTECH REPORT A TRENCH SECTION 6004-SC-00-400 SCALE: 1" = V-0" 4"x8" REDUCING COUPLING 4 0 CPVC PIPE, 1/16 PER FOOT SLOPE (MIN) SEE NOTE 1 SLOPE 9. z I � J NOTES: 1. REFERENCE 6004-MP-00-102, 6004-MP-00-501, AND 6004-MP-00-502 FOR FIXTURE ORIENTATION, RISER DIAGRAM, AND FIXTURE SCHEDULE. GROUT EDGE OF DRAIN BODY SLOPE 20"0 SETTING RING, FACTORY WELDED s__-_— TO BODY BELOW TOP OF DRAIN FLOOR ° COVER, ENCASE IN CONCRETE WHEN SETTING DRAIN FLOW VAPOR BARRIER MATERIAL PER GEOTECH REPORT 12" MAX 4" 0 TAIL PIPE CUT TO LENGTH 11 4 CPVC FITTINGS (TYP) g DRAIN SECTION 6004-SC-00�O6 SCALE: 1" = V-0" ®❑ MERRICK ----------- WHITING-TURNER MERRICK PROJECT NO.: 3021600491 CLIENT PROJECT NO.: SCALE: TITLE: BLUE TRITON ZEPHYRHILLS STRUCTURAL FOUNDATION DETAILS REVISION: DRAWING NO.: SHEET NO.: 3 6004-SC-00-506 1 OF 1 3 5 E 7 �7 A B C D E F G H I J I I I I I -L I II '1' ' 1111 P I UT 11' INIII 111111 1' 11 I I'll II I L- _1 I 1 _i„I :., I g11r'#1'r@nn I ql 11117,! 1 _' 1 z Q ZF--: Oz rvw o� w WQ 2 0a IL = iW I- w u- m 02 ui cn z� oY) F55a - wa �� w w� o r) 0 cn Q :3 ZZ 3 Of a Oo ww J U O : w z o- ww mm 0z LLw w~ J Z m 0 Q U F- W 0 cn o 4 wN m Y 00 w w �w z� w O w ~ w a_ w— �Q OJ 0 ~ w= 00 Z=_ w~ z0 _0 5 oa Z Y Cn E- w —w � J 60 wcn w w Z - 0 W O z E: W W 2 0 H Q Q om i� 6 = �cn ww fn m 0 U 0� w cn W 0 Z w ¢ - �o o- w U O cn Q 00 ZZ� _ 7 W � Y cn z� zw a� Lno Z _ 0 �o Iw- ~ z D J 0 U � Z O � 0 8 W ~ J V w� ws a- >- w zc _ ¢D w 0 w z� Q U ZUJ �a 0� mw I--- o 9 10 i Ni 0 c� 4^ B.8 - Y, C 6004-SS-00-301 6004-SS-00-301 6004-SS-00-301 W24x62 C I D E I F I G 22 22.1 6004-SS-00-300 6004-SS-00-300 LINE 13 EXPANSION ROOF PLAN SCALE: 1/16" = 1'-0" 3 REVISED TO INCORPORATE RFIS 12/23/22 ADG BES WLK LEF AJD 2 REVISED DIMENSIONS 09/30/22 AAT BES WLK LEF AJD 1 ISSUED FOR CONSTRUCTION 07/15/22 AAT BES WLK LEF AJD 0 ISSUED FOR PERMIT 06/24/22 AAT BES WLK LEF AJD REV REVISION DESCRIPTION DATE 1DRWNIDSGN.CHKD1 QC APPD REF. DWG. NO TYP UN( SHEET NOTE 7, SHEET REFERENCE DRAWING TITLE i Nl� 1 ENLARGE ROOF PLAN 6004-SS-00-900 SCALE: 3/32" = 1'-0" 22 f22.1 LINE 13 EXPANSION ROOF PLAN SCALE: 3/32" = 1'-0" ••E • : "s _ Na 71242 OF r LADDER H I J GENERAL NOTES 1. THESE NOTES APPLY TO THE PLAN IN GENERAL & REFERENCE DRAWINGS. IE. SEE DRAWING 6004-CL-00-001 FOR OVERALL PLAN AND/OR SEE DRAWING 6004-SG-00-001 TO 6004-SG-00-003 FOR NOTES, SPECS, LEGEND. 1 2. SEE MECHANICAL DRAWINGS FOR EXACT LOCATIONS OF EXHAUST FANS. 3. TOP OF STEEL PER ELEVATIONS, SHEET 6004-SS-00-300 AND 6004-SS-00-301. 4. COLUMN SIZES PER ELEVATIONS SHEET 6004-SS-00-300 AND 6004-SS-00-301. -- SHEET SPECIFIC NOTES 1. L6x6x3/8 2 2. L3x3x1/4 CONTINUOUS ANGLE AROUND ROOF PERIMETER (3 SIDES)SEE DETAIL 1 AND 2 ON SHEET 6004-SS-00-502. 3. SEE DETAIL 3 ON SHEET 6004-SS-00-502 FOR ANGLE CONNECTION TO BEAM, TYPICAL 4 PLACES. SE D TAIL 7 0 T 0- S-00- 2 R BEA PLIC TYP 4 P C A 5. 7'-0" TALL LADDER SEE 4/6004-SS-00-503 AND PIP STANDARD STF 05501 FIXED LADDERS FABRICATION DETAILS. 6. 1'-10" TALL LADDER SEE 3/6004-SS-00-503 AND PIP STANDARD STF 05501 FIXED LADDERS FABRICATION DETAILS. WAREHOUSE EXPANSION J 2008 EXPANSION ------------� I 2001 EXPANSION I II — — — — — — — — — — — — 1995 EXPANSION PROPANE TANKS LINE 13 ORIGINAL EXPANSION WAREHOUSE KEY PLAN SCALE: N.T.S. VVT❑00 eFo MERRICK* 000 WHITING -TURNER MERRICK PROJECT NO.: 3021600491 CLIENT PROJECT NO.: SCALE: AS NOTED TITLE: BLUE TRITON ZEPHYRHILLS STRUCTURAL LINE 13 EXPANSION ROOF PLAN REVISION: DRAWING NO.: SHEET NO.: 3 1 6004-SS-00-100 1 OF 1 m 4 5 0 7 0 0 1 10 A B C D E F ,w z I I J Z Q Z H Oz rvw O w L UCD' 0 O Of a- CL _ _ W f- w LL m 02 mw zm 0 Y) Fna za w af w wcl O= 0 LU Q C/) Z z �Q 00 w " -' J U 0 = _ 0 0 Z_ ww U)m oz LL. LU wz J 0 Q U F- W U) 0 wU) m Y O0 C-) w w z w 0 mH UJ w � 0 -� 0 ~ w� 0 0 z= z z 0 0 Z Y N U) W � J U 0 W N 0 Er w ul n w � Z W Z LL W W = 0 Ix Q Q Om J J ULL = E cn W W 2 m= U 0 w cn Q 0 a-Z w Q of p d. Lt! U � 0 w F- cn 0 W Q 00 z Z w Co � Y 0 � c Z Z W Q � 0 �z Q 0 � O_ H H Z N m J 0 F- U z 0 wo I w < J V W - jj� LL W 0 20 0- y. w z cn Q = 0 W Q U LU Z ---I alf a.. 0 w W f- 0 ` 1 n n r+ m r Kill, u /-\ L7 V LJ 1 V 1 1 1 V 11 J c 0 Al C ic E F H 1 I Q z~ Oz ww OM w LLI ui Q 2 0 a Lu F-w u- m O� cn w z� O� �a - z a. w� �w wa = Z a ui co as zz 3 Ix Oa w 'u J V O =a �0 za w LJ cf)m ui 0z OuJ wz J O �U w co 4 wN mY 00 a� ww F- wO w of a J w w Q O J a ~' W ao zLu za Z� 5 coU) ~w � J U O w co ixLu aw a z - w0 zw E_ w� a a¢ Om J J �= 6 ofcn ww m= cn a� uico Qa as w - �o o- w v� O Lu co O0 ~Z_ 7 w cn � Y ixw z� zw ¢I- cn O z _ Q O O L~ z J 0� z O �0 8 W ~ J w� Wo =o o� >-w z co _ aD aW Q U O Z w-2 �0 as o� �w 0 9 10 FF - DD - TYP B 6004-SS-00-306 A CC.2 - 6004-SS-00-306 �� CC - 21 21.1 40'-0" 1 1/4" 7 1/4" r 19'-3 1 /2" W16x26 UO W16x26 a} z ro cn m W16x26 ZLO n x x� O V X co co W16x26 J J W16x26 3 t9 W16x26 W16x26 W16x26 o 00 0 o W16x26 O N - rr o °O W16x26 � M o d W16x26 W 0° W16x26 W16x26 W16x26 W16x26 UO W16x26 0 W16x26 o N U) W16x26 W16x26 W16x26 W16x26 - - W16x26 b 00 c� _ 00 M W16x26 _ O C'q -' o 0O W16x26 i'7 o W16x26 m W16x26 I II o Cl II C® II W16x26 23 200'-0 40'-0" 20'-0" 20'-0" W16x26 W16x26 � co cn 0x0 W16x26 11 W16x26 11 W16x26 - - - - W16x26 W16x26 W16x26 v co x W16x26 W16x26 W16x26 W16x26 - 6-3 15/16" W16x26 4'-8 1 /2" - a-W16x26 co 5 r W16x26 - W16x26 1 W16x26 _ — N �* W16x26 °O W16x26 W16x26 W16x26 W16x26 W16x26 W16x26 I I I 24 20'-0" _ W16x26 W16x26 _ el' co -W16x26 W16x26 W16x26 W16x26 W16x26 W16x26 00 W16x26 W16x26 W16x26 W16x26 W16x26 4'-8 1 /2" W16x26 6-5„ 5 W16x26 W16x26 1 W16x26 � _ W16x26 W16x26 W16x26 W16x26 W16x26 0000 x W16x26 W16x26 W16x26 _� W16x26 � W16x26 40'-0" KRIM WAREHOUSE EXPANSION FOUNDATION PLAN SCALE: 1 /16" = 1'-0" 3 REVISED TO INCORPORATE RFIS 12/23/22 ADG BES WLK LEF AJD 2 REVISED DIMENSIONS 09/30/22 AAT BES WLK LEF AJD 1 ISSUED FOR CONSTRUCTION 07/15/22 AAT BES WLK LEF AJD 0 ISSUED FOR PERMIT 06/24/22 AAT BES WLK LEF AJD REV REVISION DESCRIPTION DATE DRWN DSGN CHKD QC APPD REF. DWG. NO REFERENCE DRAWING TITLE G , eeee Y `see e, ••msmimm• '�i m• 712 i • • s . STATE ON s�����r•°°•e0eee,,e 7 1/4" SEE DETAIL 5/6004-SS-00-503 0 6 T In N M NEW TILT UP PANEL BY OTHERS F EE DETAIL /6004-SS-00-503 a bo Eo N M L � � 1. THESE NOTES APPLY TO THE PLAN IN GENERAL & REFERENCE DRAWINGS. IE, SEE DRAWING 1 6004-CL-00-001 FOR OVERALL PLAN AND/OR SEE DRAWING 6004-SG-00-001 TO 6004-SG-00-003 FOR NOTES, SPECS, LEGEND. 2. SEE MECHANICAL DRAWINGS FOR EXACT LOCATIONS OF EXHAUST FANS. F--] SHEET SPECIFIC NOTES 1. L6x6x3/8 2, SEE DETAIL 6 ON SHEET 6004-SS-00-500 3, L3x3x1/4 CONTINUOUS ANGLE AROUND ROOF PERIMETER (3 SIDES) SEE DETAIL 1 AND 2 ON SHEET 6004-SS-00-502. 4. SEE DETAIL 3 ON SHEET 6004-SS-00-502 FOR ANGLE CONNECTION TO BEAM AND ROOF OPENING CONNECTIONS, TYPICAL 6 PLACES. 5. L4x4x1/4 6. 3'-5" TALL LADDER SEE PIP STANDARD STE 05501 FIXED LADDERS DESIGN GUIDE. 7. TOP OF INFILL BEAMS (W16x26) SHALL SLOPE TRANSVERSE WITH THE ANGLE OF W27x84. WAREHOUSE EXPANSION J 2008 EXPANSION -------------� 2001 EXPANSION I I — — — — — — — — — — — — 1995 EXPANSION PROPANE TANKS I LINE 13 ORIGINAL I EXPANSION WAREHOUSE KEY PLAN Ql) SCALE: N.T.S. TITLE: BLUE TRITON ZEPHYRHILLS STRUCTURAL WAREHOUSE EXPANSION ROOF PLAN REVISION: DRAWING NO.: SHEET NO.: 3 6004-SS-00-105 1 OF 1 2 3 2 5 n 7 0 0 NEE A B I C I D I E I F I G I H I I J z Q zF-: Oz W OW LU w ' 0 Q rya 0- _ w CO =W F w LL m O Cl)w z� o� Fna Z n wry w wa OLU a = 0 Z Q 0 0 OW w0 J = oa Z_ 0 W W U m 0 Z LL W W _I z m O Q 0 E W U)O wCO m Y 00 Cl w N w z W 0 U H W W J Q O -� 0 ~ w� O z= � 3: zo t O ¢ Z Y U) SQ H cr- W 00 W U) w UJ d W Z 0 W 0 Z LL W W = Q Q Om J J U = m W ui m U W (n Q 0 LL Z W Q cr- p aw v� > 0 wr U� LL Q 00 Z Z U) LL' U Z zw Q = W O Z QO �O LU ~ Z = J 0 V Z O S O_ W ~ J 0 W — LL W 0 = O O� >-w z (f) Q= w 0 w av C7 Z� O Q� �a 0� Nw � o 1 a a 1 11 Z 4 Oz �w Ow m w CD 0 �- w cq �w wm 02 mw z 2 0Y) (1)a Z a. wW �7<w w 0 O = a aZD 0 Z z W< 00 W w J U 0= 2 0 w za w W mm 0 z oW �� wz J O m U I_ W cn 0 wm m Y 0 U W w Z w 0 m I— m a w— �md O —� W 0 O Z = LU z 0 ; O ¢ Z Y U H � w :i 0 W U) w W � Zr?. w o Z LL W w Z 0 F Q Q 0m J � J = E �w W 2 m= U 0 w cA Q 0 w< w Of p 13- Lj.1 W N U � r O w l- m� L, O ~O Z Z Z w cn Y z ?' Z w Q � to 0 �2z Q 0 O_ H ~ z D� 00E- U z0 O I O_ w H J 0 w - w LL- 0 20 0- } W Z cn a:3 0 m Q U 0 Z--I- 0W 0 w W 2 I I- 0 1 A I". /'1 r1 1- r IN I 1 !l LJ v 1 r J r z Q z ►= Oz wW 0 w U ui , w W IL LL 2 f W LL m 0M W Z � 0 Fa z LL w� �w wz O= 0 Z z OO ww J U OD z M ww U)m 0 z OW W Z JCo O Q U W Co 0 w� m� OO u wLU ~w z� w0 U) F- w Of a— w J � Q O -� 0 ~ w0 DO z=LU z3: — 0 i O Q ` Z Y U) U) W � J U0 w U) of w CL W Z 0 W Z rw W 0 Q Q LL' Om J J v = E U) �w w m= U 0 -n W Cn Q 0 LL W CL' p a. w w N U � >0 W �- U� LL Q O0 Z Z Z U) Of U Z Z w Q = �0 F- Z QO �O FW- ~ z �_j O� U LY z 0 �O w ~ J V w— LL =0 0 }w ZU) Qw w 0 Of ¢V C� z� �0 0of mw F=- ~O E /1 L-J V V V 1 V 1 1 1 %J z d Z F- Oz W O � W LLJ U , 0 Q s a W Cl) _ W �- W LL m O2 CO W Z 2 09) F. a- Z 0- LU Lt LU w 0 zz O= LU 0 0 ? z : �d 010 LU W J U OM = 0 O w z a LU LU U) m ui OZ ww W H J z Co 0 Q U H LU 0 � m O LU Cl) m Y OU H- wLU Fw z� wO U� LU Of n. - Lu J R� Q O -j 0 H W = 0 O z = z� zo o¢ Z Y m � H � W � J W W U) 0 x d W z 0 WO Z LL W W = 0 H d Q 0 m J J v = E U) W W m= U 0 � w fn W 0 9z W d C- W W N U � > O LU H LL Q LL O U Z z U) Of Z - ry Z w d � O z d O O_ F- ~ Z OOH U cr- z O O_ C.) ~ J d W - LL m O U >- W Z Cl) d = w 0 w d U U` W Z_ ---j Ix CL 0 LU U)W r U 1 A n r+ m r r r% LA 1 1 /--% u V L; V I V 1 1 1 u 1 z Q z F- Oz Ix Ow U w � Q e a - a= w cn _W F- w LL m 0� �w z 0 U) C/) EL O- W W W W 0 O III ? z ly- Q 00 Ww J V 0= z_a W w U) m Oz w F- wZ J O m U �w N O wU) M Y 0 U O Ww z� w 0 U� a W J Q' Q O —� W o O Z=_ z� 0 ` Z Y Ln U) H Of — w � J U O ul U) 0 k aW z o� W O z LLw W= o� QQ Om LL J J v= E m �w W 2 m= U 0 � w CO Q C) a¢ w �o a- w U Ix _O w wF- mZ) wQ O ~O Z Z U) cr- U Z Z W Q H U) 0 �2 z Q 0 = O_ W ~ z r. D� O U W z0 w O_ w ~ J V w- w w 0 =0 O2 �W zN Q= 0 w Q U Z -Wi �a ow �w H O 1 !1 Li V v a. v v c 4;s A z ¢ Oz of W OW U LU � ¢ e O a= LU cn _LU i- w m Ow Wm z ON Fn OL za Wlaf w w 0 O 0 LU ?z � Q 00 LULU J U O =) = 0 RE O Ix z o- W W CO m w p Z LL w W ~ J z m 0 Q U F- W 52 O7 O LU U) mY OU H LULU FLU z� LUO U� LU w W J Q J H W = � O z= H 3: z 0 OQ z m H — w F-: J U O LLJ O7 0 k LL W z 0 W o z LL w W = OF- Q Om J J U = E U) W W co = U 0 73 W Cn Q 0 Q- Q W a0 W U W >O C� _ LU H cn QLL O~O Z Z U) Z Z W Q = U) O �z Q O z OLU F— ~a z N OU U zO F- O_ w ~ J V W — LL W 0 = O O� r LU zm LU ¢_ 0 Q U Z � O a 0 LU m w _ O 1 r I I ll ... _.1 - — - - _ __.----U. r r-, rm n ) 7 1 } z Q z F- Oz w LL OW U uj , L Q C) a a= w U _� �-w LLm 02 C/)w zm 09) in °- za wEr w W 0 OD 0 Lij Q� 0 z z NoQ 00 w w J U O 2 0 �O Of za ww mm 0 >- 0z OLLI wz JO U F- w 02 U O wU mY OOP 0� ww z wO CO w w J O -� 0~ w7) 0 O z = zZ � 1 OQ Z Y U CO H � - w � J UO w U 0 w d w z 0 ?' w0 z L, w w= 0� QQ Qm J J U= E �U) �w w m= U 0 � w U 0 Q a z w Q w p 0- w w N U � o wr co wQ O ~O Z z Z ' w U IX Z Z w Q � U)O z QO O zQ z J 0 U � Z O O_ , w ~ J V w _ LL w0 = O O } w z U Q LU 0w Q U Z LU �o Ix d 0 � mw ZF i-- O 1 r-I v v v A B C E F G �i J 1 1 /, USE SHORT SL HOLES, UNO z oz ww 0 2 w ui v 2 oa cc a. a. _ Ll-cn Lu 0 M v l- W Cn C z O sn 05 a z a. wW X W W 0 � O 0 Lu co a. Zz 3 �Q 00 ww J O = 0 w za ww m ui 0z ow w� w J z O m� �w cne 4 wm m 00 USE SHORT SLOTTED - HOLES, UNO wW w o W16x26 � F- w of a. Lu o~ 11 o = T` z Z Z Y 5 M N w -w � J UO wm w� w a. z 0 wO z E:w w� 0 ¢it 0m J J C-)= 6 RU) W cn MD m = 0 a W co W 0 a. z wQ ofo aw DETAIL 6004-SS-00-305 SCALE: 1" =1'-0" 2 1/2" TYP COL 1/2" CAP PLATE W16x26 I !I► 1�1 00 co x 0 x 0 U) 11 3/8 ff t M N N• •• N • • • • N • • • • • • i • • • • • • GUSSET PLATE 1/2" W27x84 V-4" 2 DETAIL 6004-SS-00-305 SCALE:1" = V-0" 6004-SS-00-306 .•N DOUBLI L4x4x3t LG, TYF ')S10x10x3/8 5/16 COL xl 0 I ,NN••••• ........•.••....... r' PL 1/2" MIN CAP PL 3/4" MIN 3/8 1/4 F� 5� GUSSET PLATE 1/2" (MIN) VVr �"----- SEE DETAIL4 ON SHEET 6004-SS-504 FOR SHEAR LUG SHEAR LUG AT DETAIL COLUMN 3 OR Y 6004-SS-00-306 SCALE:1" =1'-0" USE SHORT SLOTTED HOLES, LINO REFERENCE"'« " N " " » ' "' • ' ARCHITECTURAL GUSSET PLATE 1/2" DRAWINGS FOR ROOFING AND FLASHING a a f a • a EXISTING TILT UP a PANEL .a a as a 7 j a' a •. .. N •. • • • • • . HOLES FOR BOLTS V27x84 5 DETAIL 6 DETAIL 6004-SS-00-306 SCALE:1" =1'-0" 6004-SC-00-105 SCALE: 1" 1/2" GUSSET PLATE CAP PL 3/4" MIN rL COL 3/8 v 3/8"xl2"x2'-2" 1/4 = 2 1/2" EMBEDDED PLATE /fir^.-. o < / TILT UP PANEL BY o OTHERS SEE w W 7 1 1/2" _ DRAWING XXXXXXXI co � I II Z W HOLD 56� S2o 0 I I GUSSET PLATE 1/2" _ zo a 1 1/2" U) 5116 9 o TYP I I ...N .. « ............................ . Lu Z �n I W16x26 WP z o _ I - Fa_. - BEAM 8 •. •N •• •• • • • • N • • • • o GUSSET PLATE 1/2" M I M J L4x4x3/8x0'-8" ERECTION w ,� SEAT w/ 1/4" STIFF PLATE I W12x53 w = 0 1/4 6 .... N.............. I.... ...NN.. N .............................. . N....N ....... O , 1/4 6 STUDS GRADE: ASTM o NOTCH BEAM BOTTOM z j A29 U)I I FLANGE (ONE SIDE) 0 STUD SPACING IN = I 1/2" GUSSET PLATE 0 w HORIZONTAL AT 7" 2 1/2" z -' TYP �o �a- a W DETAIL p DETAIL 0 9 9 6004-SS-0'! 3 6 SCALE:1" = l'-0" 6004-SS-00-306 SCALE: 1" = V-0" 10 2 REVISED DETAIL 09/30/22 AAT BESLBES K LEF AJD 1 1 ISSUED FOR CONSTRUCTION 07/15/22 AAT BESK LEF AJD 0 ISSUE FOR PERMIT 06/24/22 AAT WLK LEF AJD REV REVISION DESCRIPTION DATE DRWN DSGND QC JAPPDJ REF. DWG. NO 7 u� i MiL 6004-SS-00-305 SCALE: 1" = l'-0" W16x26 OR 5/16 I/ W12x53 WP eol BEAM BEAM 4 DETAIL _ 6004-SC-00-305 SCALE: 1" =11•0" SEE DETAIL 1 THIS SHEET 3/4"x21"x3'-0" EMBEDDED PLATE -1 7/16 2 1/2" / TILT UP PANEL BY HOLD 7/16 V OTHERS SEE DRAWING XXXXXXX M TYP Lo I II Q U) m (y) N 1— •. N. .• N • . . • N • • . • • • • • • • • • • • . W27x84 GUSSET PLATE 1/2" M GUSSET PLATE 1/2" L4x4x3/8xl'-4" ERECTION SEAT w/ 1/4" STIFF PLATE �- WP1/4 6 ................................... 1/4 6 STUDS GRADE: ASTM A29 STUD SPACING IN _ DETAIL HORIZONTAL AT 5" 8 6004-SS-00-305 SCALE:1" = V-0" rL BEAM BEAM 1/2" GUSSET PLATE ...........N .................. tis 3�B �G GUSSET PLATE 1/2" C' 3/8 1/2" GUSSET PLATE 3/8 1/4 V 1/4 CAP PL 3/4" MIN CAP PL 3/4" MIN 1 DETAIL 6004-SS-306 -00SCALE: 1" = V-0" REFERENCE DRAWING TITLE ��zt51o1:lF_1Iooze] OT W GUSSET SHEET 6004-SS-00-502 P PLATE • N •• • • . • • FOR ANGLE SIZE 3/8"(MIN) A325 C3X3X5/16 BOLTS in �""" �3x3x5116 3/8" THK PL (TYP) — TYP 3/16 2 DETAIL 6004-SS-00-305 SCALE:1" = V-0" VVT❑®❑ Of ® MERRICK" -TURNERWHMNG MERRICK PROJECT NO.: 3021600491 CLIENT PROJECT NO.: SCALE: AS NOTED THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY B. E. SCHNEIDER, PE ON 10/18/22. •PRrNTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ELECTRONIC COPIES. 3/8"xl2"xl'-8" EMBEDDED PLATROLD TILT UP PANEL BY OTHERS SEE I DRAWING XXXXXXX i ih U a N 4y) ................................... STUDS GRADE: ASTM A29 STUD SPACING IN HORIZONTAL AT 7" TITLE: BLUE TRITON ZEPHYRHILLS STRUCTURAL WAREHOUSE CONNECTION DETAILS REVISION: DRAWING NO.: SHEET NO.: 2 6004-SS-00-500 1 OF 1 1 2 3 5 ■ We 7 R E A ' B ' C D E F G H 1 7/16 a 0 z a,w O Lu wQ 2 0CL a= F-w l� B C 2 1/2" TYP TILT UP PANEL BY TILT UP PANEL BY OTHERS 2Q 2 OTHERS 11/2" d TYP a d 1/2" xl 2"x2'-8" ° - EMBEDDED PL 1/2" xl2"x2'-8" a EMBEDDED PL 7/16 n o w W24x62 cn g 0 1/2" SHEAR PL W/ z LL (6) 1"0A325N BOLTS w ° - z L4X4X3/8X0'-10" (10) 1/2"0 x 5" LONG 0 o ERECTION SEAT W/ STUDS GRADE: ASTM ~- Lu co 1/4" STIFFENER PL A29 a STUD SPACING IN Z Z 3 w¢ 1 DETAIL HORIZONTAL AT 7" Oo o 0 6004-SS-00-300 SCALE: 1" =1'-0" z a Lu m m 3/16 TYP COL It It IL T ° II a a w ce <( it a cn ° °. W24x62 1/2" SHEAR PL W/ (6) 1 "0 A325N BOLTS °d (10) 1/2"0 x 5" LONG L4X4X3/8X0'-10" STUDS GRADE: ASTM ERECTION SEAT W/ A29 1/4" STIFFENER PL STUD SPACING IN HORIZONTAL AT 7" 2 DETAIL w a 3/16 3/16 TYP 3116 O z w x z Typ 3„ II a o �Ts Typ 6�,L�. 5 ocn wcn 4 mY co w w / wO '-'J 3/8" GUSSET PL C- J wQ o -� 0 wo 0 m zo oa 5 Z Y cn Ln H � w � J O U � w cn d w z O z o z ,i w w= 0� ¢Q oLu J J n= 6 Rm cr-w w 2 =) m= U wv) ¢Z (Lz w¢ (10) 3/4"0 1 A325N BOLTS ON GAGE (24) 3/4"0 A325N BOLTS W24x82 7 DETAIL 6004-SS-00-300 SCALE: 1" =1'-0" 2 1/2" MAX COL 1 1/2" a w N a W36x135 LU IN —\ r W24x62 o W24x62 u) I I PL 1/2" ¢ TYP O w 7 coa _ (11) 3/4" DIA A325 Y— BOLTS, TYP 0 — — z� — w ¢ LU _ STRIP FLANGE N o - - AT BOLTS �Z _ - o -o z 3/16 4-8 z J — 3/16 4-8 o3-SIDES 3/16 ♦ _ _ 2'-0' STRIPPED 0 0 3/16 ( 7 FLANGE 8 - 0 — - `��� �-p WT12x31 V w v WT12X31 w w CAP PL 3/4"X6 1/2"XO'-6 1/2" co w 0 0 318 }o w I I 114 z co k6 a F-� I �3i8 z_ PL 5/8"X16 1/4"XO'-11 1/4' CAP I I \ \ o W/ (4) 3/4" A325 BOLTS 1 1/4" 1 1 1/2" GUSSET PL FROM CORNERS PL 1/2" MIN \ 0 9 12 DETAIL (4) 1 "0 A325N BOLTS 6004-SS-00-300 SCALE:1" =1'-0" 3116 6004-SS-00-300 / SCALE: 1" =1'-0" 3/8" GUSSET PL 3/8" BASE PL 3/8" GUSSET (10) 3/4"0 A325N BC (10) 3/4"0 A325N BOLTS ON GAGE 10 D E (NOT USED) 3 DETAIL (4) 3/4' B" BASE PL GUSSET PL 3/4"0 A325N BOLTS g DETAIL 6004-SS-00-300 SCALE:1" =1'-0" TYP 6 PLACES 3/16 >- COL L4x4xlA / I I / PL 1/2" MIN / 3/8 1 ( / 1/4 I I > / 1 / CAP PL 3/4"X6 1 /2"XO'-6 1/2" 1/2" GUSSET PL ,e I I 3 o I (4) 1 "0 A325N BOLTS of r nl I = 3/16 SHEAR LUG AT SEE DETAIL 5 ON BRACED COLUMN SHEET 6004-SS-504 ONLY FOR SHEAR LUG ri DETAIL 6004-SS-O.300 SCALE: I" = l'-0" 2 REVISED TO INCORPORATE RFIS 12/23/22 ADG BES WLK LEF AJD 1 ISSUED FOR CONSTRUCTION 07/15/22 AAT BES WLK LEF AJD 0 ISSUE FOR PERMIT 06/24/22 AAT WLK BES LEF AJD REV REVISION DESCRIPTION DATE DRWN DSGN CHKD QC APPD F DOUBLE 1-003/8" (5) 3/4"0 A325N BOLTS BEAM W24x62 OR W2 W24x84 ' W24x62 4 DETAIL 6004-SS-00-100 scALE:1" =1'-0" g DETAIL 6004-SS-00-300 SCALE:1" =1'-0" o,o�, n� ioocr ni -rvn 14 DETAIL _ 6004-SS-00-300 SCALE: 1" = V-0" REF. DWG. NO REFERENCE DRAWING TITLE TYP 3 SIDE G H A REFERENCE DOUBLE DOUBLE ARCHITECTURAL L4X4X3/8" LG L4X4X3/8" LG DRAWINGS FOR ROOFING (5) 3/4"0 A325N BOLTS FOR W24x84 AND FLASHING I is 2 5) 3/4"0 A325N BOLTS 1 /4 V W12x62 EXISTING TILT UP PANEL °' d 5 DETAIL 6004-SS-00-100 SCALE: l' =1'-0" 6004-SS-00-301 (4) 3/4' J 6 DETAIL 6004-SS-00-300 SCALE:1" = l'-0" 6004-SS-00-301 3/16 COL TYP 3/16 1 1/2" 2 1/2" M r r�2 x I sx2�S n / 2 1/2" CAP PL W/ (2) 3/8" STIFF PL I (14) 3/4"0 A325N BOLTS ON GAGE 3/8" GUSSET PL 3/8" BASE PL (10) 3/4"0 A325N BOLTS ON GAGE 1 p DETAIL 6004-SS-00-300 SCALE: I" = l'-0" A TILT UP PANEL BY QOTHERS y 2 1/2" ° 4 3/4"x21"x3'-7" 3/8 ° EMBEDDED PL io d DOUBLE a L5X3X1/2" LG (9) 1 "0 A325N BOLTS II a d I w ° Q a �I ° TYP No.71242SWE ' s . OF ' W36x135 L4x4x3/8xl'-4" ERECTION SEAT W/ ° T 1/4" STIFFENER PL r,, ° (32) 1/2"0 x 5" LONG 6 STUDS GRADE: ASTM A29 1/4 STUD SPACING IN HORIZONTAL AT 5" 15 DETAIL 6004-SS-00-301 SCALE: 1" =1'-0" (14) 3/4"0 A325N BOLTS ON GAGE I W24x84 11 DETAIL 6004-SS-00-300 SCALE: 1" = V-0" "v P [af ME RRICK MERRICK PROJECT NO.: 3021600491 CLIENT PROJECT NO.: SCALE: 1'-4" >S10x10x3/8 1 1/16"0 HOLES )R 3/4" OAB 16 DETAIL 6004-SS-00-300 SCALE:1" =1'•0" 6004-SS-00-301 TITLE: BLUE TRITON ZEPHYRHILLS STRUCTURAL LINE 13 CONNECTION DETAILS REVISION: DRAWING NO.: SHEET NO.: 2 6004-SS-00-501 1 OF 1 2 3 5 7 0 A B C D E F G H i z Q z F- O z L. W 02 LU U —W3 Q e a. =W F- W U-co 02 �w z� OY) U) z� W� �7<w W p O Z) p LU ¢� a p Z Z wQ Op wW J U O= _cl �0 z o w LU �m LLI OZ U_W W~ J Z mo Q U W 2 N O LU U) mY O U F— E Cl re LU W z W O tq F- w Lu O J p F- LU = p O z = F- z c' - p OQ Z Y U) N — W F- J (.)0 UJ O = � a_W Z p W o Z LL LU W = p F- Q Q Om J J U = N LULLI 2 m= U Q =) w U) Q Z a Q W � p aW W N U � O w F- p p w Q O F- z Z - i W U) 2 Y z Z W Q = SQ O �z Q O �o WF- F— Q z N _1 OU h U � z O F- O_ w~ J L) W — W p = O O g �W Z U) Q p w p � LU Q U C� Z_ -3 w p � � W _ i u I 1 /1 Li V V V I V 1 V 9 7 I 1 z Q Zl__: Oz �w OW w¢ 2 0a a= F- w wm o� mw z� o &5— za wW � -<w w� zz O0 0 UJ a= zz 3 �Q Oo w u' J C.) O �of z a. ww mm ui oz OLU wz J m 0 O Q F— W "' o 4 wN m Y O R 0 W LUw z� co LU J mQ OJ 0Fs W 0 O zui =_ z� —� 5 oa Z Y u)SQ H x —w � J U O wm Wk aW oz Wo z EW w= 0 F— QQ O m J � J = 6 �m w cn Lu m = 0 D ujcn Qo aQ w wo a- w U � O PL. 3/8" x (4)-1/2" 0 0 4'-6" q SECTION 6004-SS-00-102 SCALE: 1" = V-0" 61.5 ROOF DECK ROOF DECK PERIMETER CONNECTIONS L6x8x1/2 LLV 1/4 1/4 1/4 N.S., F.S. 1/4 PL 1/2"W' PROVIDE 1 PLATE AT THE MIDSPAN BETWEEN EACH W24 BEAM POST CONNECTION, 4 EAST FACE AND WEST FACE, 6 NORTH FACE, 6 SOUTH FACE E SECTION 6004-SS-00-100 SCALE: 1" = V-0" A cwn Q U Oo ~z_ 7 w U) � Y Z zw Q = M 0 O z Q O O_ 1w- ~ z 0p U z O �0 8 W~ J V w _ W 0 m0 O2 } u.i zm QZ) w 0 w Q U O W Z � OR a. 0� w H0 `re, m T 3/4" 5 DETAIL 6004-SS-00-105 SCALE: 1" = V-0" N PER WSS-00-500 1ON SEAT ___ADARY C TYP I _RIFY BOF EL. / INSTALLER PL. 3/8" x 6" x 9" W/ (4)-1 /2" 0 A325 BOLL DECK SPAN, TRIM AT I� POSTS I� W8 POST ORIENTATION VARIES PL 3/4"x4" I I I I W24 BEAM I� r2_ DETAIL 6004-SS-00-100 SCALE: 1" = V-0" A 1 REVISED TO INCORPORATE RFIS 12/23/22 ADG BES I WLK LEF AJD 0 ISSUED FOR CONSTRUCTION 07/15/22 ADG DJC BES LEF AJD REV REVISION DESCRIPTION DATE DRWN I DSGN - MOWN CHKD C Qmj APPD (O (N) W8 RE: PU 4" g SECTION BA 3-SIDES TYI 3-SIDES TYI E S A" E 3 DETAIL 6004-SS-00-100 SCALE: 1 ° = V-0" (V N REF. DWG. NO REFERENCE DRAWING TITLE F CL BM SPLICE (N) W8 BM 1 1/2" RE: PLAN , 1 1 /2" PL. 3/8" x 6 1 /2" X 6" TYP. SPLICE PLATE W/ (4) 3/4" A325 BOLTS C SECTION 6004-SS-00-102 SCALE: 1" = V-0" /V r� G H L4X4X3/8 CLIP W/ (2) 1 /2-HV-HY-4 1 /2 - 1 1 /2 (N) W8 BM a RE: PLAN is a n� M 3-SIDES 3/16 a (E) CONC. WALL _N_ p SEC_TION 6004-SS-00-102 SCALE: 1" = V-0" a (V W w 3" (V Z 1 1/2" <V N co 7" co FOR REMINDER OF DIMENSIONS SEE TT PIP STANDARDS 4 DETAIL 6004-SS-00-100 SCALE: 1" = V-0" I A L8x6XY LLV r /2 na X-X 1/4 PL Y2'x3"x0'-9" Y-Y Y2" SHIM, —' SEE DETAIL X-X I W8x31 POST 1/4 1/4 DETAIL 6004-SS-00-100 SCALE:1" = V-0" L2 YZx2 /2xy4 CLIP EACH SIDE L6x6x3/8 1/4 W24 BEAM W8 POST W8x31 VVT❑❑❑ 06 ❑ MERRICK' ® ❑ ❑ e,. ^,an%?�i�"Sf.1"' +� a$* iL rra.rfi!a r: vC'�Fd.'��tu.45a:«�^-� MERRICK PROJECT NO.: 3021600491 CLIENT PROJECT NO.: SCALE: Y2" SHIM, SEE DETAIL Y-Y L8x6xy LLV TITLE: BLUE TRITON ZEPHYRHILLS STRUCTURAL CONNECTION DETAILS REVISION: DRAWING NO.: SHEET NO.: 1 6004-SS-00-503 1 OF 1 1 2 1 3 5 L 7 0 0 NEE A B I C I D E F G A B C�? X E F f:l J 1 z zF-: oz w- W o ,Lu ui :$ 2 0a _of ~m 2 0W z g z oY) za WIX w 0 zz 00 0 a=u)) CL ?¢ 3 o0 oW _j U J 00 �o za w ui m W� �Z ow wz J O m U �w �m U)0 4 w� m Y 00 wLu �w z� wo U� w w W J WQ 0� 0 F w0 00 z= z z0 Z Y 5 U) N w � J U O Wm WLu Cw 0 � - wo z Ew W= 0 �- ¢Q OM J J U= 6 �U) w "i m0 U wU) a. w Q- aW w N U� >o w F- U0 u. ¢ 00 wZ Z 7 � Y zw ¢_ cn 0 0 �o �o � ~ z i3 O� U � Z O w0 8 w ~ J C¢± w — u. = O ~O rw z U _ W 0� ¢ U 0 zUJ -5 �o �a_ a 0� w �0 �s CAPE I� I� DETAIL 6004-SS-00-300 scALE:1" =1'-0" 1'-4" iS 10x10x3/8 )LES I I 1" 1/4 o.. N N ...... • • .... • . • ............ HSS4x4x5/16"x4 1/2" LG • ..................... PLAN VIEW 5 DETAIL 6004-SS-00-300 SCALE:1" =1'.0" ELEVATION VIEW (NOT USED) y DETAIL COL W36x135 W36x135 N 1 , W24x62 3/16 3-SIDES 3/16 2 1/2" MAX COL 1 1/2" PL 1/2" TYP a- _ _ (11) 3/4" DIA A325 �— BOLTS, TYP II STRIP FLANGE - — T AT BOLTS s 3/16 4-8 0— - - 3/16 4-8 STRIPPED FLANGE - - WT12X31 co I WT12x31 0 xl co I = I I 5116 PL 5/8"X16 1/4"XO'-11 1/4" CAP W/ (4) 3/4" A325 BOLTS 1 1/4" FROM CORNERS 3 DETAIL 6004-SS-00-100 scALE:1" =1'.0" * NOTE: SIMILAR DETAIL WHERE COLUMN IS ABSENT v 3/8" PL •• .•. se.. .. .... .. . ... . . • . . . . . . . . . . . . . . . 1 J4 CO 1/4 1 1/2" 7" BEAM `- N x ti W24x62 — W24x62 (2)L4X4X3/8" W/ (2)L4X4X3/8" W/ •• • .N N •• N .... •• • .. • • • • . • • • .. ...NN•...sees ............. .•...•.•.»-N»-N...•....••.... •••... .....♦3/8"GUSSETPL AS SHOWN, AS SHOWN, ..... "Go .• ... • N . ... . . . ..»_ N». N .... N . ... . . . . . • • . . . . . . . . . . . . •r/4 ON GAGE OSL ON GAGE OSL 1/4 3• T %'A DETAIL 6 6004-SS-00.100 SCALE:1" =1'-0" 16 1 ADDED DETAILS 09/30/22 AAT BES WLK LEF AJD 0 ISSUED FOR CONSTRUCTION 07/15/22 AAT BES WLK LEF AJD REV REVISION DESCRIPTION DATE DRWN DSGN CHKD QC APPD REF. DWG. NO REFERENCE DRAWING TITLE 1'-4" PLAN VIEW 'S10x10x1 /2 .... N ................. )LES T 1/4" 5116 .. Go ..... .. . .. , HSS6x6x3/8"x6" LG .................. ELEVATION VIEW 1 2 4 DETAIL 6004-SS-00-306 SCALE:1" =1'.0" 4 3/8" PL .....N............... .............. 1/4 3/8" FULL DEPTH 1/4 1 1/2" 7„ BEAM STIFFENER PLATE d M 5 N / I 5/1 oo—easoo Go so** so o Go so so ' I PL 5/8"x9"x1'-2" W/ 3/8" GUSSET PL •••••N•• ••••••••. so.- Go ••....•••.•.•... ....... 1/4 • 3., r 7. 1/4 : _ -. _._.� - �' 16" MIN so so* Nas •. •..• ....•.. .. ........ .. --=---- SEE DETAIL 3 THIS SHEET FOR CONNECTION L4X4X3/8" 7 DETAIL 6004-SS-00-300 SCALE: 1" =1'.0" THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY B. E. SCHNEIDER, PE ON 10/18/22. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ELECTRONIC COPIES. W24x62 g DETAIL 6004-SS-00-301 SCALE:1" =1'-0" VVT❑4 So ❑ MERRICK7 MERRICK PROJECT NO.: 3021600491 CLIENT PROJECT NO.: SCALE: AS NOTED 1/4 3 SIDES 1/4 3 5/16 PL 5/8"x9"x1'-2" W/ •• .N N •• N • • . • N • • • • N • N • • • • • • • • • • • • • • • • • • . • • • • . . • 3/8" FULL DEPTH 6 STIFFENER PLATE W24x62 OR W24x84 TITLE: BLUE TRITON ZEPHYRHILLS STRUCTURAL CONNECTION DETAILS 1�6004—SS-00-504SS-00-504 1 OF 1 7 1 10 A B C D E F G H I J 0 C 0 E F H J PLUMBING ABBREVIATIONS 1 ADJ ADJUSTABLE I.E. INVERT ELEVATION AFF ABOVE FINISHED FLOOR AMPS AMPERES kPA KILOPASCALS AWS AUTOMATIC WATER SOFTENER kW KILOWATT Z B BOILER LCO LINE CLEANOUT z 1-:B.O.P. BOTTOM OF PIPE o w BD BUILDING DRAIN MAX MAXIMUM W c BFP BACKFLOW PREVENTER MBH THOUSAND BTU PER HOUR 0 a 2 BHP BRAKE HORSEPOWER MCA MINIMUM CIRCUIT AMPACITY ui co BTU BRITISH THERMAL UNIT MIN MINIMUM u- Z � C COMMON N NITROGEN oF5 9: `" CD CONDENSATE DRAIN NC NORMALLY CLOSED a w t- ' "' CF CARBON FILTER NO NORMALLY OPEN x o D CIRC CIRCULATING NTS NOT TO SCALE �E Ili co CO CLEANOUT Z o 3 CP CIRCULATING PUMP 02 OXYGEN _z o�o CW DOMESTIC COLD WATER OD OVER FLOW DRAIN w J U o� CWV COMBINATION WASTE AND VENT P PUMP z a ww DDC DIRECT DIGITAL CONTROL PD PRESSURE DROP cm w DEG DEGREES PH PHASE o z DEG F DEGREES FAHRENHEIT PRV PRESSURE REDUCING VALVE Lu w z DF DIESEL FUEL PSI POUND PER SQUARE INCH w DHW DOMESTIC HOT WATER W 0 4 DN DOWN RO REVERSE OSMOSIS w � o 0 DWH DOMESTIC HOT WATER HEATER ROR REVERSE OSMOSIS RETURN W w DXE DOMESTIC HOT WATER HEAT RPBFP REDUCED PRESSURE BACKFLOW z EXCHANGER PREVENTER �o a RPM REVOLUTIONS PER MINUTE u Q EA EACH o EQV EARTHQUAKE VALVE S.P. STATIC PRESSURE o ET EXPANSION TANK SBV SEWER BACKWATER VALVE z � EWS EMERGENCY EYEWASH STATION SD STORM DRAIN o - z oQ 5 SP SUMP PUMP cn Ln F FAHRENHEIT SS SANITARY SEWER w FCO FLOOR CLEANOUT STD STANDARD � J a o FD FLOOR DRAIN SW SOFT WATER Ix z FFD FUNNEL FLOOR DRAIN w o FPM FEET PER MINUTE TDH TOTAL DYNAMIC HEAD o ui FS FLOOR SINK TYP TYPICAL aQ o J m G NATURAL GAS LINO UNLESS NOTED OTHERWISE 6 GA GAUGE cn w w w GAS GASOLINE V VOLTS z> D m o GCO GRADE CLEANOUT V SANITARY VENT Qn GM GAS METER VFD VARIABLE FREQUENCY DRIVE w Q w GPF GALLONS PER FLOW VTR VENT THROUGH ROOF Ix W UJ GPM GALLONS PER MINUTE _N U �o GPRV NATURAL GAS PRESSURE W WASTE c a REDUCTING VALVE WB WALL BOX z Z GW GREASE WASTE WC WATER COLUMN 7 Y WCO WALL CLEANOUT 0 HB HOSE BIBB WG WATER GUAGE z w HD HUB DRAIN WH WALL HYDRANT uj HPT HYDROPNEUMATIC TANK WH WATER HEATER Ln o Q o HW DOMESTIC HOT WATER WHA WATER HAMMER ARRESTER w o HWC DOMESTIC HOT WATER, CIRCULATING Hz HERTZ U � z O 00 8 w~ J U w— Ix w 2 O O }w zcX ¢w w ow o z� §ow go - ow w 9 F-o 10 PLUMBING SYMBOLS VALVE, SEE — PIPE GUIDE SPECIFICATIONS FOR VALVE — TYPE BALL VALVE ----I LINE CLEANOUT BUTTERFLY VALVE —1 i WALL CLEANOUT CHECK VALVE --�- HOSE BIBB AND WALL HYDRANT (PLAN) HB TWO WAY CONTROL VALVE HOSE BIBB AND WALL HYDRANT (DIAGRAM) i THREE WAY CONTROL VALVE ® FLOOR SINK BALANCING VALVE O FLOOR DRAIN SOLENOID CONTROL VALVE aO FLOOR, SURFACE & GROUND CLEANOUT PRESSURE REDUCING VALVE O FUNNEL FLOOR DRAIN FLEXIBLE CONNECTION Y TEST PLUG PRESSURE GAUGE THERMOMETER OR SIGHT GLASS No DIRECTION OF FLOW -O PIPE UP -:) PIPE DOWN PIPE T DOWN PIPE T UP ] PIPE CAP UNION DIELECTRIC UNION FLANGE BLIND FLANGE 1 ISSUE FOR CONSTRUCTION 7/15/22 DEW DH JS JS AJD 0 ISSUED FOR PERMIT 06/24/22 DEW DH JS JS AJD REV REVISION DESCRIPTION DATE DRWN DSGN CHKD QC APPD REDUCER PIPE ANCHOR REF. DWG. NO GENERAL NOTES 1. SOME ABBREVIATIONS AND SYMBOLS SHOWN ON THIS SHEET MAY NOT BE USED IN 16. PROVIDE TRAPEZE PIPE HANGERS FOR PIPES 3" AND LARGER. THIS DRAWING SET. DOUBLE NUT U-BOLTS EVERY THIRD HANGER. U-BOLT SHALL BE LOOSELY FASTENED AROUND PIPE BUT RIGID MOUNTE TO STRUCTURE/HANGER DEVICE.. INTENT IS NOT TO BIND 2. ISOMETRIC DRAWINGS FOR PROCESS WASTE, STORM WASTE OR HOLD PIPE, BUT ONLY TO PROVIDE LATERAL ARE DIAGRAMMATIC AND ARE INTENDED TO CONVEY SCOPE AND GENERAL SEPARATION. ARRANGEMENT ONLY. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION, 17. PROVIDE 1" X 1" X 1/8" ANGLE WELDED TO BOTH SIDES FIELD ADJUSTMENTS AND COORDINATION WITH ALL OTHER DISCIPLINES. ALL PIPE OF BAR JOIST IF PIPE HANGAR IS MORE THAN 6" AWAY FROM PANEL POINTS. PIPING SHALL BE INSTALLED PER MANUFACTURERS' RECOMMENDATIONS, 18. PROVIDE WATER HAMMER ARRESTORS FOR ALL TOILET CONTRACT SPECIFICATIONS/DOCUMENTS, APPLICABLE CODES AND REGULATIONS. BLOCKS OR ANY OTHER SINGLE OR MULTIPLE WATER USING DEVICE. 3. REFER TO EQUIPMENT DRAWINGS FOR EXACT LOCATIONS AND ELEVATIONS 19. OF PLUMBING FIXTURES. FASTEN ALL INSULATION PIPE SHIELDS TO PIPE INSULATION WITH ADHESIVE. 4. ALL PLUMBING WORK SHALL BE INSTALLED IN ACCORDANCE WITH THE 2018 20. DOMESTIC WATER SHALL BE COPPER TYPE L. INTERNATIONAL PLUMBING CODE WITH AMENDMENTS AND ALL APPLICABLE LOCAL 21. PROVIDE ADHESIVE STYLE LABLES INDICATING LINE FUNCTION CODE AND ORDINANCES. FOR DOMESTIC HOT & COLD WATER, SEWAGE PUMP DISCHARGE, PRIMARY STORM DRAINAGE, SECONDARY STORM DRAINAGE 5. UNLESS OTHERWISE NOTED DRAINAGE PIPING SHALL BE SLOPED PIPING, ETC. AT A MINIMUM OF 0.5% UNLESS OTHERWISE PREVENTED BY CODE. 6. TOPS OF ALL FLOOR FIXTURES AND CLEANOUTS SHALL BE SET FLUSH WITH 22. ALL PRIMARY AND SECONDARY VERTICAL & HORIZONTAL DRAINSHALL FINISHED FLOOR. NSOULATDRAINAGE ED WITHE1" FIBERGLASS INSULATIONJACKET. N ON WITH 7. PROVIDE SHOCK ABSORBERS SIZED AND PLACED PER PDI SPECIFICATIONS ON ALL 23. ALL PLUMBING FIXTURE VENTS SHALL TERMINATE A MIN. OF DOMESTIC WATER LINES SERVING FIXTURES, PRV STATIONS AND OTHER 12 INCHES FROM ANY VERTICAL SURFACE & 10 FEET INSTALLATIONS WITH QUICK CLOSING VALVES. INSTALL PER MANUFACTURER FROM ANY OUTSIDE AIR INTAKES. REQUIREMENTS. 8. CONTRACTOR SHALL COORDINATE ELECTRICAL CHARACTERISTICS AND 24. ALL PLUMBING WORK SHALL BE INSTALLED TO AVOID INTERFERENCE WITH ELECTRICAL & MECHANICAL REQUIREMENTS OF ALL PLUMBING EQUIPMENT WITH THE ELECTRICAL DRAWINGS EQUIPMENT & STRUCTURAL FRAMING. AND THE ELECTRICAL CONTRACTOR, AND SHALL FURNISH EQUIPMENT WIRED FOR THE VOLTAGES SHOWN THEREIN. 25. BEFORE COMMENCEMENT OF WORK, CONTRACTOR 9. ALL PIPE PENETRATIONS OF FIRE AND/OR SMOKE RATED ASSEMBLIES SHALL BE SHALL VERIFY THE EXACT LOCATIONS, ELEVATIONS AND CHARACTERISTICS OF ALL UTILITIES & PIPING. FIRE STOPPED AS REQUIRED TO RESTORE ASSEMBLY TO ORIGINAL NOTIFY THE ARCHITECT/ENGINEER OF ANY INTEGRITY. FIRE BARRIER PRODUCTS SHALL BE PER SPECIFICATIONS. DISCREPANCIES. 10. ALL PACKAGED OR SKID MOUNTED EQUIPMENT (IE. EYEWASH/SHOWER) SHALL BE SUPPLIED AND INSTALLED WITH THE NECESSARY TRIM, PIPING, VALVES AND FITTINGS, ETC TO INSURE PROPERLY FUNCTIONING EQUIPMENT. ANY DETAILS OR DRAWINGS OF PACKAGED EQUIPMENT ARE SCHEMATIC AND PROVIDE INTENT FOR BIDDING PURPOSES AND ARE NOT FULLY DETAILED MANUFACTURER DRAWINGS. 11. PROVIDE SHUTOFF VALVES IN ALL DOMESTIC WATER PIPING SYSTEM. 12. PROVIDE CLEANOUTS IN SANITARY AND STORM DRAINAGE SYSTEMS AT ENDS OF RUNS, AT CHANGES IN DIRECTION, NEAR THE BASE OF STACKS, EVERY 50 FEET IN HORIZONTAL RUNS AND ELSEWHERE AS INDICATED AND AS REQUIRED BY INTERNATIONAL PLUMBING CODE. 13. ALL CLEANOUTS SHALL BE FULL SIZE OF PIPE FOR PIPE SIZES 6 INCHES AND SMALLER AND SHALL BE 6 INCHES FOR PIPE SIZES LARGER THAN 6 INCHES. CLEANOUTS WILL ALSO BE BI-DIRECTIONAL, FOR UPSTREAM AND DOWNSTREAM CLEANING. 14. COORDINATE ALL FLOOR DRAIN AND FLOOR SINK LOCATION AND CLEARANCES WITH MECHANICAL EQUIPMENT PROVIDED BY MECHANICAL CONTRACTOR REGARDELSS OF LOCATION SHOWN ON DRAWINGS. THE BASIS OF DESIGN EQUIPMENT IS NOT NECESSARILY THE EQUIPMENT PURCHASED. 15. PROVIDE TRAP SEALS FOR ALL FLOOR DRAINS, FLOOR SINKS, AND TRENCH PIPING SYSTEMS DRAINS. - CW - DOMESTIC COLD WATER -- HW DOMESTIC HOT WATER 11OF -- XXXF DOMESTIC HOT WATER (XXXF DENOTES TEMP) HWC DOMESTIC HOT WATER CIRCULATION PW PROCESS WASTE WATER (ABOVE SLAB) — — — — PW— — — — PROCESS WASTE WATER (BELOW GROUND) - - - - - - - V------- SANITARY VENT G NATURAL GAS CA COMPRESSED AIR GENERAL SYMBOLS XXX-1 EQUIPMENT DESIGNATION P-1 PLUMBING FIXTURE DESIGNATION REFERENCE DRAWING TITLE ,` %1111111111111 L. s ® e No, 78 ! ee® i ° ° a meta o �6 '::0'-lSTATE p®w�� �•- �,/:w -,s0R tD�NA, ®!11:] ❑oo MERRICK' 001:1 - pwllllwl�lsla� I MERRICK PROJECT NO.: 3021600491 CLIENT PROJECT NO.: SCALE: NOT TO SCALE TITLE: BLUE TRITON ZEPHYRHILLS PLUMBING LEGEND, ABBREVIATIONS, AND NOTES REVISION: DRAWING NO.: SHEET NO.: 1 6004-M P-00-001 1 OF 6 1 2 3 CI 5 0 7 10 A ' B ' C 9 C F G I J Z Q Z 1- Oz W Ow U UJLU , Qe w d a= W cn _W �W U- m OM U W z OY) F n Z W X W w p Oui = 0 Q co z Z O� Q 00 Ww J U O = S p w Z_ d W W CO m LU p Z W W W ~ J z mo Q U - LU U) O L w U) m Y OO o � W W Fg z wO U)F- LU w_ WmQ O J p H W=) 0 O Z = I- Z Cl _ p 6 O Q Z Y U) U) H w W F, J U O UJ U) d W m W O Z E W W H ClQ Q O m LL J J U m CO W W W M = U p � W fn W p if Z w <t � p ILw w N U w > O w 2 W F- U p tL Q O ~O Z Z U) � Y W X Z M Z w Q m Cl) O < O O W� z z 0 _, O F U of Z O � O_ w ~ .J V W _ W_ � p S O O - }w zU) Q :D w p W z� ¢v �w Z -� O �x a pw Uw H O 1 7 7- Z Q Z F- OZ w LU OW ULU LLJ , Q s 0 d a= _LU i- w LL m OM C/)w zM OY) cn IL n. wW X w ua ZLU Z O a= 0 ZQ 0 0 Ow Lu U _= ORE O O Z d W w CO m cr' 0 Z Ow LLF- wz JO COU �_ W 0 2 U) O wm mY O U H w 0 IX ww F-- M z wO U)F- LU w w- Er-mQ O -� H w0 0 O z= H j�: z 0 O¢ Z Y m CO H It — W H O U U)w 0 r, a W 0 z W C) Z LL w W = 0 H Q Q O m LL J J L U = U) =w W m= U 0 0 w to W 0 az wQ Q-w W N U � O Lu _ w -n m= LL Q OO Z Z U) � Y Z Z w Q = cn O �Ez Q O _O Fw- ~ Z� = J 0� U of z O F- O_ w ~VJ Wof - LL m O O� }w zm Q LU w 0 Q U Z � a 0LU mw F-o 1-1 Li %J LJ 1- 1 v 1 1 1 Q 4 ) 1 n n rN m r r r, I i i I z Q Z F- Oz c. W Ow U w 0 Q s Wa LL _ =_ I-- w W Co 02 �w z� OY) U)a za F-� x W W z O 0 p ¢ n p z z ceQ Op W w � U O� �O z n W w �m w Q w M OZ LL w wz J � m0 Q U W p � U 0 L W m Y 0OU 0 Fw z� w0 cn F- _ w— �mQ OJ 0 1-- Z) InO Z = F- LLI z — p t O Q ` Z Y U C/) W UO W U 0 h, d w pz Wo z LLw w= o1-- as O m LL J J U 2 E U W W 2 CO U 0 W CO Q 0 az wQ wo CL W U � O Lu 2 W F- U LL Q O0 z Z U 2 Y Z Z W Q r U)O F- Z QO O_ FW-- ~Q z N J 0 U � z 0 O w F- J W LL W 0 S O O� } W z� Q Z w 0 Q U 0 w Z_ i 0 p LU �w FF-- O C i z z F-� 0 z ry w O w ul W 0 0 Q a= ui CO wm 02 U)w z 2 0Y) F5a z CL wM X w w Z Z O � Lu zz z 00 W w J U O = zM O Ex Z CL w 'L mm Lu 0 Z Ow LUF w- z J Co O ¢ U W �2 U)0 wU) mY O U Cl w W �- 15 w0 UH w� ry 0- ~ W J � Q O J wM 00 z= zo t- z 0¢ Z,, cf)S2 -w (-)0 wm a_w O � wo z L, w w = O ~ ¢ Q cr m O J U = Cn w W U w Cn Z aZ w¢ wo aw w N U x 0 M w F— a) Qu. O 0 Z Z W CO � Y Z ?S ix Z w ¢ _ Cn 0 Z ¢ 0 O_ H ~ z J O U � 0O F- O_ w~ U w- W = O 00� >- W zU) ¢ ui d IX ¢ U Ow Z i, 0 a oLU Dw iz-- O r� r_� m n v v v v .. i ) 7 A Z Q Z O z W Ow Lu a= Li cn i- w LL m O� �w Z � O N Fna Za- w D� X w W p Z Z O aCO p z z �Q 00 wW J O � S p � O Z_ W W (1) m LU Oz U- W W ~ J Z m O Q U W O wU) co Y OU p Ww Z� wO cn E- w CL W -� 2' Q O —� p ~ W p O zLU = 1- z0 - p O Q Z Y U to N Q� - W F J (-)0 LLJ Cn EL w p Z W 0 Z �—y W W = 0 Q Q O m J J �= f �U) �w W m= U p D w to Q p d z W Q 0- W W N U Fe O w� UQw O0 Z z w U) � Y r 0 Z _ w Z W Q r O �z Q O OLu _ H Q~Q z N J 0 U Z O wa I W F J V w_ w = O O� } W z� Qw w p ¢C) z� �0 p W �w h=- Q 1 r1 r, m r rw I i I !.I I .I I-'II711111 I1.1 I I ..I,'1 1 .I 11 1 .:',., I ;I 114 nn,re-I.1 I All W IIII !A ',I 1L- —I -- -.. -- - -- I I 11 '--- - --- I --- I - - - I --- I - -1.. II I I L 1 I If II -- - -- -- ---- 1 z a O z �w ouj w WQ 2 ce 0- a- = _M �m 0Lu M Ow zm z 09) Fn a - za U-i� bw 0 o = 0 of CO ?z 3 �¢ 00 wW _'0 0M = 0 �0 za LL, w W �z oF- wz Fn0 mU -w cn0 4 w� mY oFf Oa w 1,., z wo w Lu O -I 0' w= 00 z= z z0 5 zY c� J ~ 0 U N w OfU3 aw 0 — w0 z u- w_ w� 0 ¢Q Um J J �cl) aw w Cn m 0� LuN <Z az w Q - �o a u, U w c� Q 00 Z Z 7 cn � Y co c� z� zw Q� �0 z _ Qo �o z = J 0� 0 z O �0 8 w '_ J U wu- =o o� >_w z co_ <=3 uj Q� 0w zo a 0� mw E_- 0 9 iff MECHANICAL ABBREVIATIONS ADJ ADJUSTABLE AFF ABOVE FINISHED FLOOR AHU AIR HANDLING UNIT AMPS AMPERES B.O.D. BOTTOM OF DUCT B.O.P. BOTTOM OF PIPE BAS BUILDING AUTOMATION SYSTEM BDD BACK DRAFT DAMPER BHP BRAKE HORSEPOWER BMS BUILDING MANAGEMENT SYSTEM BTU BRITISH THERMAL UNIT BTUH BTU PER HOUR CC COOLING COIL CD CONDENSATE DRAIN CFH CUBIC FEET PER HOUR CFM CUBIC FEET PER MINUTE CO CARBON MONOXIDE CO2 CARBON DIOXIDE CUH CABINET UNIT HEATER CW DOMESTIC COLD WATER DB DRY BULB dB DECIBELS DDC DIRECT DIGITALCONTROL DEG DEGREES DEG F DEGREES FAHRENHEIT DN DOWN EA EXHAUST AIR EAT ENTERING AIR TEMPERATURE EAU EXHAUST AIR UNIT EDB ENTERING DRY BULB TEMPERATURE EF EXHAUSTFAN EG EXHAUST GRILLE EMCS ENERGY MANAGEMENT CONTROL SYSTEM ESP EXTERNAL STATIC PRESSURE F DEGREES FAHRENHEIT FD FIRE DAMPER FF FINAL FILTER FILL FILL LINE FLA FULL LOAD AMPS FPM FEET PER MINUTE FSD FIRE SMOKE DAMPER FT FEET FT HD FEET HEAD GA GAUGE GC GENERAL CONTRACTOR GF GLYCOL FEEDER DOSING PUMP GPM GALLONS PER MINUTE HP HORSEPOWER HR HOUR H HERTZ IAQ INDOOR AIR QUALITY IB INVERTED BUCKET TRAP IF INTERMEDIATE FILTER IN W.G. INCHES OF WATER GAUGE P KILOPASCALS W KILOWATT L LOUVER LAT LEAVING AIR TEMPERATURE LDB LEAVING DRY BULB TEMPERATURE LRA LOCKED ROTOR AMPS LS LINEAR SLOT SUPPLY DIFFUSER LVG LEAVING LWB LEAVING WET BULB TEMPERATURE LWT LEAVING WATER TEMPERATURE MAX MAXIMUM MBH THOUSAND BTU PER HOUR MC MECHANICAL CONTRACTOR MCA MINIMUM CIRCUIT AMPACITY MIN MINIMUM M UA MAKE-UP AIR MZ MULTI -ZONE NTS NOT TO SCALE OA OUTSIDE AIR OAT OUTSIDE AIR TEMPERATURE OSA OUTSIDE SUPPLY AIR P PUMP PD PRESSURE DROP PH PHASE PPE PERSONAL PROTECTIVE EQUIPMENT PPM PARTS PER MILLION PRV PRESSURE REDUCING VALVE PSI POUNDS PER SQUARE INCH PSIG PSI GUAGE RA RETURN AIR RG RETURN GRILLE RH RELATIVE HUMIDITY RH RELIEF HOOD RLA RUNNING LOAD AMPS RPM REVOLUTIONS PER MINUTE SA SUPPLY AIR SF SUPPLY FAN SP STATIC PRESSURE SR SUPPLY REGISTER ST STEAM TRAP TDH TOTAL DYNAMIC HEAD TEMP TEMPERATURE TG TRANSFER GRILLE TSP TOTAL STATIC PRESSURE TYP TYPICAL UNO UNLESS NOTED OTHERWISE V VOLTS VAV VARIABLE AIR VOLUME UNIT WB WET BULB TEMPERATURE WC WATER COLUMN WG WATER GAUGE 1 ISSUE FOR CONSTRUCTION 7/15/22 DEW DH JS JS AJD 0 ISSUE FOR PERMIT 6/24/22 DEW DH JS JS AJD REV REVISION DESCRIPTION DATE DRWN DSGN CHKD QC APPD REF. DWG. NO MECHANICAL SYMBOLS DUCTWORK MANUAL DAMPER MOTORIZED DAMPER M BACKDRAFT OR BAROMETRIC DAMPER BD SUPPLY AIR - DUCT DOWN RETURN AIR - DUCT DOWN ,< EXHAUST AIR - DUCT DOWN —� DIRECTION OF FLOW GENERAL SYMBOLS AHU-1 EQUIPMENT DESIGNATION DIFFUSERS, REGISTER AND GRILLE EXHAUST AIR T SIDEWALL AIR OUTLET AIR DEVICE DESIGNATION SIDE WALL DRUM REGISTER, ALUMINUM CONSTRUCTION SD-1, W L SCHEDULE X CFM v NECK SIZE (IN.) (TYP. #) AIR QUANTITY QUANTITY FIRE PROTECTION �__v FIRE DAMPER F SMOKE DAMPER 1p FIRE/ SMOKE DAMPER 1p SD SMOKE DETECTOR REFERENCE DRAWING TITLE MECHANICAL NOTES 1. PROVIDE ALL MATERIALS AND EQUIPMENT AND PERFORM ALL LABOR REQUIRED TO INSTALL COMPLETE AND OPERABLE MECHANICAL SYSTEMS AS INDICATED ON THE DRAWINGS, AS SPECIFIED AND AS REQUIRED BY APPLICABLE CODES AND REGULATIONS. 2. CONTRACT DOCUMENT DRAWINGS FOR MECHANICAL WORK (HVAC, PLUMBING, AND FIRE PROTECTION) ARE DIAGRAMMATIC AND ARE INTENDED TO CONVEY SCOPE AND GENERAL ARRANGEMENT ONLY. THE DRAWINGS DO NOT NECESSARILY INDICATE EVERY REQUIRED DUCT, PIPE, OFFSET, FITTING, TRANSITION, ETC. REGARDLESS HOW INDICATED, THE CONTRACTOR SHALL COORDINATE THE PIPING, DUCTWORK AND EQUIPMENT LOCATIONS AS REQUIRED TO PROVIDE SERVICE AND MAINTENANCE CLEARANCE. PROVIDE ITEMS NOT SPECIFICALLY MENTIONED OR NOTED ON THE DRAWINGS, BUT WHICH ARE NECESSARY TO MAKE A COMPLETE AND OPERATIONAL WORKING INSTALLATION. 3. COORDINATE ALL EQUIPMENT CONNECTIONS WITH MANUFACTURER'S CERTIFIED DRAWINGS. COORDINATE AND PROVIDE ALL DUCT TRANSITIONS REQUIRED FOR FINAL EQUIPMENT CONNECTIONS TO FURNISHED EQUIPMENT. 4. INSTALL ALL MECHANICAL EQUIPMENT AND APPURTENANCES IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS, CONTRACT DOCUMENTS, AND APPLICABLE CODES AND REGULATIONS. PROVIDE PROPER UTILITIES AND FINAL CONNECTIONS PER MANUFACTURER'S INSTRUCTIONRECOMMENDATIONS. 5. PROVIDE VIBRATION ISOLATION FOR ALL MECHANICAL EQUIPMENT TO PREVENT TRANSMISSION OF VIBRATION TO BUILDING STRUCTURE. 6. BEFORE COMMENCING WORK. THE CONTRACTOR SHALL PAY FOR AND REPAIR ALL DAMAGES CAUSED BY FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES UNLESS OTHERWISE INDICATED. IF IT BECOMES NECESSARY DURING DEMOLITION TO TEMPORARILY REMOVE ANY EQUIPMENT, PIPING, ETC. WHICH IS NOT SPECIFICALLY NOTED TO BE REMOVED (THEREBY IMPLYING THAT THEY ARE TO BE LEFT FOR FUTURE USE), REINSTALL SAID SYSTEMS TO FULLY OPERABLE CONDITION IN THEIR ORIGINAL LOCATIONS. 8. WHEN MECHANICAL WORK (HVAC, PLUMBING, SHEET METAL, FIRE PROTECTION, ETC.) IS SUBCONTRACTED, IT SHALL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY TO COORDINATE SUBCONTRACTORS AND THE ASSOCIATED CONTRACTS. WHEN DISCREPANCIES ARISE PERTAINING TO WHICH CONTRACTOR PROVIDES A PARTICULAR ITEM OF THE MECHANICAL CONTRACT OR WHICH CONTRACTOR PROVIDES FINAL CONNECTIONS FOR A PARTICULAR ITEM OF THE MECHANICAL CONTRACT, IT SHALL BE BROUGHT TO THE ATTENTION OF THE GENERAL CONTRACTOR, WHOSE DECISION SHALL BE FINAL. 9. ALL TESTS SHALL BE COMPLETED BEFORE ANY MECHANICAL EQUIPMENT IS OPERATED, THEN TESTED AND BALANCED. 10, TESTING, ADJUSTING, AND BALANCING AGENCY SHALL BE A MEMBER OF THE ASSOCIATED AIR BALANCE CO NCIL (AABC) OR THE NATIONAL ENVIRONMENTAL BALANCING BUREAU (NEBB). TESTING, ADJUSTING, AND BALANCING SHALL BE PERFORMED IN ACCORDANCE WITH THE AABC OR NEBB STANDARDS. 11. WHERE TWO OR MORE ITEMS OF THE SAME TYPE OF EQUIPMENT ARE REQUIRED, THE PRODUCT OF ONE MANUFACTURER SHALL BE USED, UNLESS SPECIFICALLY NOTED ON DRAWINGS SCHEDULES. 12, FIELD VERIFY AND COORDINATE ALL DUCTAND PIPING DIMENSIONS BEFORE FABRICATION. 13. ALL MISCELLANEOUS STEEL REQUIRED TO ENSURE PROPER INSTALLATION AND AS SHOWN IN DETAILS FOR PIPING, DUCTWORK, AND EQUIPMENT (UNLESS OTHERWISE SHALL BE FURNISHED AND INSTALLED BY THE MECHANICAL CONTRACTOR. 14. ALL DUCTWORK, PIPING AND EQUIPMENT SUPPORTED FROM STRUCTURAL STEEL SHALL BE COORDINATED WITH GENERAL CONTRACTOR. ALL ATTACHMENTS TO STEEL BAR JOISTS, TRUSSES, OR JOIST GIRDERS SHALL BE AT PANEL POINTS. PROVIDE BEAM CLAMPS MEETING MSS STANDARDS. WELDING TO STRUCTURAL MEMBERS SHALL NOT BE PERMITTED. 15. ALL OPENINGS IN FIRE WALLS DUE TO DUCTWORK, PIPING, CONDUIT, ETC., SHALL BE FIRE STOPPED WITH A PRODUCT SIMILAR TO 3M FIRE BARRIER SEALANT CP 25WB OR APPROVED EQUAL. ALL OPENINGS ON FIRE WALLS SHALL BE PROVIDED WITH FIRE DAMPER SUITABLE FOR THE WALL RATING AS REQUIRED BY INTERNATIONAL MECHANICAL CODE AND NFPA 90A. 16. ALL STRUCTURAL PENETRATIONS (SLEEVES, BLOCKOUTS, ETC.) ARE TO BE LOCATED AND COORDINATED IN THE FIELD IN RELATION TO THE REQUIREMENTS OF FINAL EQUIPMENT AND FIXTURES SELECTED. 17. ALL DUCTWORK PLENUMS THAT HAVE THE ABILITY TO ALLOW ACCESS TO A PERSON THRU AN ACCESS DOOR SHALL BE MADE OF AT LEAST 18 GAUGE STEEL WITH PROPER STIFFENING SEAMS AS REQUIRED TO ALLOW FOR THE WEIGHT OF A LARGE HUMAN (250 LBS.) TO MOVE AROUND IN THE SPACE WITHOUT DAMAGING THE DUCTWORK. 18. ALL MECHANICAL EQUIPMENT REQUIRING MAINTENANCE ACCESS SHALL BE PROVIDED WITH MEANS OF ACCESS AS REQUIRED BY INTERNATIONAL MECHANICAL CODE, WHETHER OR NOT SUCH PROVISION (SUCH AS AN ACCESS PANEL) IS SHOWN ON THE DRAWINGS. IN ADDITION, VERIFY MANUFACTURER REQUIRED CLEARANCES ARE MAINTAINED. COORDINATE WITH ARCHITECTURAL DISCIPLINE AS REQUIRED. 19. COORDINATE FINAL REGISTER AND DIRECT AIRFLOW TOWARDS FLOOR LEVEL. 20. ALL CONTROL WIRE AND CONDUIT SHALL COMPLY WITH THE NATIONAL ELECTRIC CODE AND SHALL BE COORDINATED WITH OWNER'S CONTROLS TEAM. 21. THE CONTRACTOR SHALL CLEAN AND INSPECT DUCTWORK, VERIFY ALL DUCTWORK IS SEALED. DESIGN DATA TAMPA , FLORIDA ASHRAE CITY LOCATION 27.9 LATITUDE 19 ELEVATION (F. ABOVE SEA LEVEL) 36 DEGREES F DRY BULB (WINTER) 91/79 DEGREES F (SUMMER - DRY BULBNVET BULB) 2 ACH VENTILATION (AIR CHANGES / HOUR) ❑®❑ ❑ ❑ MERRICK*PWIl�,:�A-1�Illww���-.�lli�Pt-l�,u�-W,--t-4mwwlla-ym-l�kTlwwl�--,--,Z� I MERRICK PROJECT NO.: 3021600491 CLIENT PROJECT NO.: SCALE: TITLE: BLUE TRITON ZEPHYRHILLS MECHANICAL LEGEND, ABBREVIATIONS, AND NOTES REVISION: DRAWING NO.: SHEET NO.: 1 6004-MH-00-001 1 OF 5 1 3 4 A 0 7 E 0 We ry z Z �- Oz M, W OW U LLI , 0 Q e w a- d = uj Cn S � F- W iy 00 02 COW z5: 09) U)a za wIX X w W 0 Z Z O a= 0 zZ 0 0 OW w U J Oa = O Z n W w U) m W ¢ 0 z OW LL � W Z J O 00 U h-- W S 2 U 0 L w Cl) co Y OU I--� 0 Fw z� wO U� w a- W J Q OJ 0 ~ wo inO z_= F- LLI -0 o¢ Z Y U) U) H Of - W � J UD LLJ C/) 0 k W W Z W 0 z Uw w= 0� ¢¢ O m J J LL V = l fn W w 2 j m= U 0 W (n W 0 d z W ¢ w p aw W N U � O � S W H U) D LL ¢ O0 N z W U) � Y Dif w Z 3;: — w Z W ¢ _ O �z ¢ 0 �0 LLI F� z C)J H U Z O ( � O C W ~ J ULLI — LL W 0 S O O- r W zU) w 0� ¢� 0 U Z -Wi � O Q � �a Dui �w S IS- 0 1 W ! f 11 jj111P.111TI I I I 1 I-tI 1 I _ '.ILL' I I _ r- r, ra f<1 ) I N Z O Z re W O w w� 3 ¢ I w a ai LLJ U) i- w ,L m O� (j)w z2 09) v) CL z CL WW xw W 0 zz O= LLI 0 a� z o 00 ww J Ca O w Z CL W W In m W Q Oz IL LU F-- W z CD 0 H' W O e W N In Y O u W w h- M z w O cn I— w� a W J o J O � l� M wO z _ Z Zz 0 1 O Q Z Y U) I- - LLI J--: J 00 UJ U) w �w Q Z W Z a- w w = 0 F- Q Q 0 m J J e V = E U) li w w U) m= C.� 0 M w cn W 0 9z w �o n W U � O tY = w I— m 0 tL O0 z Z z ' w cn � Y Z Z W <t r SQ O z Q O O wP I� z J 0 U Z O O_ ' W ~ -i U w = O O� w z� aUJ w 0 W O 0 Z_ � w a. 0 Ix w = 1 I=- O E A r1 r-% r- r- l■l I /-% L) V L 1 `. I v 1 1 1 V i I Z d z F- O z W OW uj w� 0 Q wa a= zW F- w wm 02 U)w z 2 09) v� 0- z0- wW X w W z ZOO Q CO Z A Z Z CC Q 00 W W J (_) O = S 0 S' 0 z_ o- W W a) m UJ 0 Z LL W W F- J z CO O Q U F- LU � O e W u% mY OO LULU z� wO w F- LU Ix w- O -� a H W � O Z S LU H Z - p O Q Z Y (n F- w - ui ,)0 W m LU W Z L W O Z E W W = Q Q O pwp LL U) W W 2 Z) ro S V 0 D W fn Q 0 d W n W W N U rt O W F- (i)Qu_ Op Z Z Z ' w U) Y Z Z W Q S W O � z Q O w O_ H ¢~¢ z N J OF- U � Z O O_ , w~ J CQi W - L- S O O �w z� Q = w o� Q U C7 Z_ � w CL 0 of W S F FS- O 1 n Li v V V I V 1 1 V 9 i F I n Z Q Z F- OZ w W OW U i L ¢ i 0 H W LL m oM Cl) W Z :2 oY) Fn IL CL Lu IX X W Lu Z Z O = 0 Q U) zQ 0 0 Ow wV J M Oo za W w Um wQ oZ ww w~ J z M O Q U W cn O w Ln m Y F- Ix H W Z W O C/) F- LU } d Lu co O -� H w =) o Z = H Z Cl O ¢ Z Y cf) U) W F,; J Uo W U aw o� w o z I-Lw w= 0 ¢a Om J UJ LL r E CO Ix W W 0}0 = U 0 =) w (n Q Cl aZ w¢ w p aw w N U � O w E- U)D LL Q o ~O Z Z Ln � Y co Z Z W Q _ cn O < O w O !w- ~ z ral. R= J V U ty Z O F- O_ w ~ J V W — W LL So o� }w Z ¢ � LL, 0 � z� ¢ U Z_ —Wi �a dix �w _ < H O 1 r� II" ) 11 I'll R1`ffiIIIAL" 1 'll" II I. 4 I Is] I, E F I G H J 1 z ¢ O z -w oW uj wQ 2 0uj co ~uj U- M ow zm z O _ Z5 - w °- �� �w 0 ouj 0 aS ZQ 3 W- oo ow w U J � 00 w za ww m w z ow wz m O ¢ U �w cno q wN mY 00 wLu �w w O w~ w _ a. J W m o 0 ~ w0 00 z� z -z 5 Z Y cnU) �CK -w � J U O w(n ofw �w 0 � - wo zw E_ w� 0 Of ¢Q om J J U< 6 wm wCD w m 0 0 wN ¢ 0 aQ w - ixo n. w U ix >o w N co Q 00 ZZ 7 U) � Y ixof F-�U) zw Ln0 z _ ¢O �o Lu ~ z J 0� U � zo o0 8 w F' J V wLL wo 0� >. w z c _ ¢w 0 Ix ¢0 Z 0 �a- a 0w Nw �0 9 10 BRANCH CIRCUIT WIRE SIZING CHART OVERCURRENT COPPER 120V 277V 208V 3Cy 480V 3Cy PROTECTION WIRE SIZE MAXIMUM MAXIMUM MAXIMUM MAXIMUM SIZE 75°C TERMINAL DISTANCE DISTANCE DISTANCE DISTANCE 15 AMP 12 77' 179' 155' 358' 12 58' 134' 116' 269' 20 AMP 10 92' 214' 186' 429' 10 61' 142' 124' 285' 30 AMP 8 96' 222' 192' 445' 8 72' 166' 144' 333' 40 AMP 6 114' 264' 229' 529' 8 57' 133' 115' 267' 50 AMP 6 91, 211' 183' 423' 6 76' 176' 152' 352' 60 AMP 4 121' 280' 243' 562' 4 NOTE 1 NOTE 1 208' 482' 70 AMP 3 NOTE 1 NOTE 1 262' 605' 4 NOTE 1 NOTE 1 182' 421' 80 AMP 3 NOTE 1 NOTE 1 229' 530' 3 NOTE 1 NOTE 1 204' 471' 90 AMP 2 NOTE 1 NOTE 1 257' 595' 3 NOTE 1 NOTE 1 183' 424' 100 AMP 2 NOTE 1 NOTE 1 232' 535' NOTES 1. SEE DRAWINGS FOR WIRE SIZING. 2. SEE DRAWINGS FOR WIRE SIZING WHEN DISTANCES EXCEED VALUES SHOWN. 3. DISTANCE IS WIRE LENGTH TO FIRST OUTLET/DEVICE/EQUIPMENT FROM OVERCURRENT PROTECTION. 4. PROVIDE CONDUITS SIZED PER NEC. 5. BASIS OF VOLTAGE DROP CALCULATIONS IS 3% DROP, 80% CIRCUIT LOAD, THHN/THWN INSULATION, 100% POWER FACTOR, BALANCED LOAD, NEGLIGIBLE RESISTANCE, AND 6 OR LESS CURRENT -CARRYING CONDUCTORS IN RACEWAY. SEE GEN. NOTE #17. MOUNTING HEIGHT SCHEDULE ITEM HEIGHT (TO CENTER) ABOVE FLOOR WALL SWITCHES 4811 U.O.N. DUPLEX RECEPTACLES FLUSH 181, U.O.N. DUPLEX RECEPTACLES SURFACE 48" U.O.N. WALL VOICE/DATA OUTLETS 18" U.O.N. DUPLEX RECEPTACLE INSECT 72" U.O.N. DISPLAY BOARD OUTLETS 96" U.O.N. CARDREADER 4811 U.O.N. 1 1 ISSUE FOR CONSTRUCTION 07/15/22 DSH LB DBL BP TD 0 ISSUE FOR PERMIT 06/24/22 DSG DBL DBL TM TD REV REVISION DESCRIPTION DATE DRWN DSGN CHKD QC JAPPD ELECTRICAL LEGEND 0 FLUORESCENT TROFFER OR WRAP AROUND FIXTURE F-�----i FLUORESCENT STRIP FIXTURE EMERGENCY AND/OR NIGHTLIGHT FLUOR. TROFFER OR WRAP AROUND FIXTURE F---�-EL ( EMERGENCY AND/OR NIGHTLIGHT FLUORESCENT STRIP FIXTURE Q EMERGENCYAND/OR NIGHTLIGHT INCANDESCENT OR H.I.D. FIXTURE EXIT LIGHT - PROVIDE ARROWS AS INDICATED EMERGENCY LIGHT SET E p OR EXTERIOR FLOODLIGHT OR WALLPACK POLE MOUNTED AREA RECTANGULAR LIGHT POLE MOUNTED AREA CIRCULAR LIGHT 4 WALL MOUNTED LIGHT FIXTURE S SINGLE POLE SWITCH S D DIMMER SWITCH, LITHONIA ISD-1200-ADEZ-277 S T TIMER SWITCH 9 DUPLEX WALL RECEPTACLE, 120 VOLT - 20A. INSECT DUPLEX RECEPTACLE FOR INSECT LIGHT, 120 VOLT - 20A., MOUNTED 5'0"AFF RF DUPLEX RECEPTACLE FOR WIRELESS RADIO FREQUENCY EQUIPMENT, 120 VOLT - 20A, MOUNTED UP IN ROOF JOIST QUADRAPLEX WALL RECEPTACLE, 120 VOLT - 20A. v DATA OUTLET FOR RF EQUIPMENT Q TELEPHONE VOICE ONLY WALL OUTLET, PROVIDE 3/4"C. (U.O.N.) TO ABOVE CEILING WITH PULL CORD FROM J-BOX INSIDE WALL. ® JUNCTION BOX ® EQUIPMENT CONNECTION pI DISCONNECT SWITCH - SIZE/#POLES/ENCLOSURE Isl FUSED DISCONNECT SWITCH - SIZE/# POLES/FUSE/ENCLOSURE PROVIDE FUSES SIZED PER APPROVED EQUIPMENT SHOP DRAWINGS. co COMBINATION STARTER, CIRCUIT BREAKER TYPE WITH CONTROL POWER TRANSFORMER WITH PRIMARY AND SECONDARY FUSES, HOA SELECTOR SWITCH AND RUN -STOP INDICATING LIGHTS; NEMA-12 ENCLOSURE. ❑T TRANSFORMER LA ELECTRICAL PANEL HA -- 480V, 3PH, 3W, PANELBOARDS LA -- 277/48OV, 3PH, 4W, PANELBOARDS RA -- 120/208V, 3PH, 4W, PANELBOARDS MSB MAIN SWITCHBOARD TVSS TRANSIENT VOLTAGE SURGE SUPPRESSOR CONDUIT UNDERFLOOR OR UNDERGROUND CONDUIT BRANCH CIRCUIT HOMERUN - LONG HASHMARK WITH FLAG DENOTES GROUND WIRE, LONG HASHMARK W/O FLAG DENOTES NEUTRAL WIRE, SHORT HASHMARK DENOTES PHASE WIRE NOTE: NO MARKS DENOTES 3 WIRES (PHASE, NEUTRAL, GROUND) (J GROUND ROD, 3/4" X 20'0" G BARE SOFT DRAWN #4/OAWG STRANDED COPPER GROUND CONDUCTOR, 1'6" MIN. BELOW GRADE OR FINISHED FLOOR. • EXOTHERMIC WELD CONNECTION - GROUNDING ■ BOLTED CONNECTION WITH LUGS AND BOLTS - GROUNDING REF. DWG. NO REFERENCE DRAWING TITLE ELECTRICAL LEGEND (CONTINUED 0 PUSHBUTTON OR SHUNT -TRIP BUTTON © CONTACTOR r9 TIME SWITCH © SECURITY ALARM PANEL KP SECURITY KEY PAD STATION 9Rd SECURITY CARD READER DC SECURITY DOOR CONTACTS MG SECURITY MAGNETIC DOOR HOLD CLOSED SR SECURITY SHEAR LOCK DOOR HOLD CLOSED (24VDC) ES SECURITY ELECTRIC STRIKE DOOR LOCK oa SECURITY CAMERA - FIXED C:=14 Frz SECURITY CAMERA - PAN, TILT, ZOOM ® PHOTOCELL ACP FIRE ALARM PANEL FF-APS1 FIRE ALARM POWER SUPPLY FF-M--151 FIRE ALARM ANNUNCIATOR PANEL IC INTERCOM CONTROL STATION © B G BLUE TRITON BRAND FACILITIES GUIDELINES AFF ABOVE FINISHED FLOOR AG ABOVE GRADE C CEILING MOUNTED EL EMERGENCY LIGHT GFI GROUND FAULT INTERRUPTER GW GROUND FAULT INTERRUPTER WEATHERPROOF WITH IN -USE COVER IG ISOLATED GROUND NIC NOT IN CONTRACT NL NIGHT LIGHT UON UNLESS OTHERWISE NOTED WP WEATHER PROOF r THE FOLLOWING ITEMS ARE PROVIDED BY OTHERS AND WIRED BY ELECTRICAL SUBCONTRACTOR: MOTOR - "1" INDICATES 1 HP SUPPLY FAN l y EXHAUST FAN SWATER HEATER CH CHILLER VAV VARIABLE AIR VOLUME UNIT AHU AIR HANDLING UNIT CWP CONDENSER WATER PUMP CHP CHILLED WATER PUMP EDH ELECTRIC DUCT HEATER RTU ROOF TOP UNIT UH UNIT HEATER GENERAL NOTES: 1. CONTRACTOR SHALL COORDINATE LOCATIONS OF LIGHT FIXTURES AND ESFR SPRINKLER HEADS WITH SPRINKLER (FIRE PROTECTION) CONTRACTOR. LOCATIONS SHALL COMPLY WITH NFPA AND FM REQUIREMENTS. ESFR (SPRINKLER HEADS) SYSTEM LAYOUT SHALL TAKE PRECEDENT OVER ELECTRICAL SYSTEM COMPONENTS. 2. PROVIDE EXIT AND EMERGENCY LIGHTS PER LOCAL BUILDING CODES AND NFPA 101. SCHEMATIC DESIGN IS INDICATED ON DRAWINGS. 3. PROVIDE EXPANSION FITTINGS IN CONDUIT RUNS AT BUILDING EXPANSION JOINTS. 4. PROTECTION BOLLARDS NEAR ELECTRICAL EQUIPMENT IN THE OPEN AREAS OF THE PLANT SHALL BE PROVIDED BY OTHERS. 5. PROVIDE TRACER/WARNING TAPE FOR ALL UNDERGROUND CONDUIT RUNS. Q�6.� BRANCH CIRCUIT WIRE SIZES SHALL BE PER SIZING CHART ON THIS SHEET. � 7. ( FOR CONDUIT TYPE, ROUTING AND SUPPORTS REQUIREMENTS SEE DETAILS ON SHEET 6004-EP-00-003. 8. EMPTY CONDUITS SHALL HAVE PULL STRINGS AND CAPS AT BOTH ENDS. EMPTY CONDUITS SHALL HAVE IDENTIFICATION TAG FOR ROUTING (FROM -TO). INCLUDE IN TAG ID WHERE EMPTY CONDUITS ARE TERMINATED © IN SWITCHBOARD. FOR CONDUIT INSTALLATION REQUIREMENTS SEE DETAILS ON SHEET 6004-EP-00-003. 10. VERIFY EQUIPMENT (BREAKERS, PANELBOARDS, BUSES, ETC..) LUGS SIZES WITH FEEDER / BRANCH CIRCUIT WIRING. IF LUGS AND WIRING IS NOT COMPATIBLE PROVIDE TAP BOX NEAR EQUIPMENT FOR PROPER WIRING TERMINATIONS. 11. PROVIDE PHENOLIC EQUIPMENT IDENTIFICATION LABELS FOR ALL ELECTRICAL EQUIPMENT. 12. DEVICE PLATES FOR WIRING DEVICES IN UNFINISHED AREAS AND SURFACE MOUNTED OUTLETS SHALL BE GALVANIZED STEEL. 13. UNDERGROUND CONDUIT RUNS SHALL BE PVC SCHAO WITH PVC COATED RIGID STEEL RISERS AND SWEEPS. SEE NOTE 9 ABOVE. 14. USE EMT FOR WAREHOUSE. SEE SPECIFICATIONS FOR DETAILED REQUIREMENTS. FOR CONDUIT ROUTING AND SUPPORTS, SEE NOTE 7 AND 9 ABOVE. 15. COORDINATE ROUTING AND HEIGHT OF CONDUIT RUNS, CONDUIT AND EQUIPMENT SUPPORTS, HEIGHT AND LOCATION OF RECEPTACLES, HEIGHT AND LOCATION OF LIGHT SWITCHES, HEIGHT AND LOCATION EMERGENCY AND EXIT LIGHTS, HEIGHT AND LOCATION LIGHT FIXTURES AND HEIGHT AND LOCATION OTHER ELECTRICAL EQUIPMENT WITH BTBFG ON SITE REPRESENTATIVE AND THC ON SITE REPRESENTATIVE PRIOR TO INSTALLATION. Q ® 16. ABSOLUTELY NO SPLICING OF CONDUCTORS ANYWHERE SHALL BE PERMITTED WITHOU BTBFG PPROVAL. 17. FOR ELECTRICAL EQUIPMENT ENCLOSURE TYPE SEE SPECIFICATION SECTION 6004-EP-00-003, 18. MINIMUM CONDUIT SIZE SHALL BE 1/2". 19. VOLTAGE DROP: FEEDERS- 2%, BRANCH CIRCUITS- 3% , SEE NOTE #7 ABOVE. 20. RECEPTACLES, SWITCHES AND DEVICE PLATES CONNECTED TO EMERGENCY STAND-BY GENERATOR SHALL BE RED. 21. LIGHTING CONTROL WAREHOUSE AISLES: LUMINAIRE-MOUNTED OCCUPANCY SENSOR. WAREHOUSE DOCKS: LUMINAIRES CONTROLLED BY LIGHTING CONTACTORS AND ZONE SWITCHING. SITE LIGHTING: PHOTOCELL ON, TIME CLOCK OFF VIA CONTACTORS. 22. ALL IN -PLANT VOICE/DATA, SECURITY AND FIRE ALARM LOW VOLTAGE CABLE SHALL BE INSTALLED USING J-HOOKS OR BRIDLE RINGS FOR HORIZONTAL RUNS IN THE CEILINGS OR IN JOISTS NEAR ROOF. CABLES SHALL BE TUCKED NEATLY WITHIN THE CEILING JOIST AND TIE -WRAPPED EVERY 6 FEET. VERTICAL RUNS SHALL BE IN CONDUITS. Ad 23. FINAL LOCATIONS OF RF OUTLETS TO BE APPROVED B BTBFG RIOR TO ROUGH -IN. ELECTRICAL DRAWING INDEX: 1 6004-EG-00-001 - GROUNDING PLAN 6004-EG-00-002 - GROUNDING PLAN 6004-EL-00-001 - LIGHTING PLAN 6004-EL-00-002 - LIGHTING PLAN 6004-EP-00-001 - POWER PLAN 6004-EP-00-002 - POWER PLAN 6004-EP-00-003 - POWER DETAILS 6004-EP-00-005 - RISER DIAGRAM 6004-EP-00-004 - GROUNDING DETAILS 6004-ES-00-001 - SCHEDULES ' 6004-ES-00-002 1 - SCHEDULES 6004-EX-00-001 - LEGEND, NOTES AND SCHEDULES 6004-ED-00-001 - DEMOLITION PLAN 6004-ED-00-002 - DEMOLITION PLAN ❑L7❑ VVT 000 ®3 ci MERRICK* WHMNG-TURNER MERRICK PROJECT NO.: 3021600491 CLIENT PROJECT NO.: SCALE: , , 0. P, �y if NO 734 35 A Xt Y '* $TAiF_: F s' A . TITLE: BLUE TRITON ZEPHYRHILLS LINE 13 AND WAREHOUSE EXPANSION LEGEND, NOTES AND SCHEDULES ELECTRICAL 1 6004-EX-00-001 1 OF 1 1 2 3 C! 4 7 M. 0 iul 0 :, Le E F L W J z Q z �- O Z w w OLU w U Lu 0 Q w a w _ F- w LL. m O � co w z 2 OY) Z5 a Z cL wW w w� o� 0 Lu QU) Z 0 ; _z 00 W Lu J U O = = 0 w Z IL w w COm _ } 0 z O w u. F- w z J O m U FQ w O ul N CO Y O U F- 0 H w Z ui O U) F- LU E J W - OJ 0 ~ w 00 zLU z oa Z Y U) F- w F- J (-)0 w w � a W Z 0 ?> w O z W w W = 0 F- Q O m LL J v = E � rn w w m = CO 0 =) W CO W 0 a w < w p IL LU W N U O Lu F- U) 0 LL Q O 0 Z z - z I w v) � Y ry F- 0 Z Z w Q = O F- z Q O OLU _ H Q~Q Z N O U � Z O 0 Z F- O_ w ~ J Q W U LL W 0 = O O >- w Z In Q = w 0 w z� Q U C7 Z � O d 0 cr- w w = C H O 1 �01 / i 11 A z Z �— OZ W LLJ F- w LU U , O Q ►- w LLm O mw z2 O Y) Fa za WW X w W 0 Z z 00 Q Cl) 0 ? Z it ¢ 00 ww J U O� Of Z_ C- Ww mm w� OZ W w W F- J Z m 0 ¢ U F- w U O ua m mY O ER 0 it W W F- M z W O U F- w aJ wit - itQ O J 0 ~ W = 0 O = Z F- H 3: z 0 OQ Z Y U Cn F- E W � J U � UJ U w � aw z 0 3: w O z u. W w= 0 F- ¢Q O m J LL- :) _ U It W w 0}0 = U 0 Z) w U it ¢ 0 a Z w¢ =o a. W 0R O w F- C/)_ LL ¢ O~O Z z W to it co Z Z W O z ¢ O �O Fw- ~ z� = J 0 U Z O i _O W < J C¢i W — LL W Cl = O O� W Z U ¢ M W 0= ¢ U Z_ � 0 �a 0w w F' O 1 I l m r r rAO u I 7 I z z F- O z w W O LU w U Lu 0 Q e wa a= _W ~m w� OW zm z O Y) V5a za wQ� X W W 0 Lu Q CO Z Z R' ¢ 00 w W J Ci O Z 0— w- W N m 0 z LL O N w Z J O m U W m Cf)O d w mY O w w � F— W z W O U) F- w W J O —j O� wo 0 = ZLU_ z - 0 O ¢ Z Y N � W F- J U O LLJ U) 0 w aw 0 wo z LLw w� 0 ¢Q Om LL J L U = W W m M m0 U 0 =) W fn W 0 az w¢ of a w W N U � W F- LL ¢ O0 Z Z w U) m Y Z Z W N O Z Z ¢ O O_ FW- ~ z z O z O F— O_ w ~ J U W - u. W 0 m O ~O - W z U) uj ¢ 0 0 ¢ U O W Z a. a 0 W Uw F-- O 1 !l 1../ \/ V 1... 1 V 1 1 1 J 9 I Z Q Z H O z w w 0-5 w i- w U , 0 Q e O wa w= w (n F- w 0 (1)w z:E 0 cn V5 a Z a. w- w wr) Zz O = 0 LU QD Z Z _z 0 wW U O 2 0 w za wW U)m w2 J)fz O W wLU wz J 0 COU W cn 0 W (n m Y O U 0 re W W E- Z w p w a ~ W J Q 0 J 0 ~ W 0 Z LU O Q Z Y U -w � J (-)0 W U) w Lu a W Z 0 3: W 0 Z L.L W W = 0 � Q Q W' Om L J J U= f W W m= U 0 0 W (n O� 0 a wQ wo n- w W N U w 0 fl� _ W F— U) 0 LL Q O 0 Z Z U) � Y F— Z (If Z W Q = O Z Q 0 _O Lu ~QQ Z N = J 0 U z0 _O w~ J V ui - w_ � 0 = 0 O >- W Z Q 0 w 0 Of Z Q U (D w Z J 0 a 0 � U) w _ I=- O 1 /-1 LJ l! V V 1 V 1 1 1 V ) r i 1 Z Q Z H O z w w 0-5 w i- w U , 0 Q e O wa w= w (n F- w 0 (1)w z:E 0 cn V5 a Z a. w- w wr) Zz O = 0 LU QD Z Z _z 0 wW U O 2 0 w za wW U)m w2 J)fz O W wLU wz J 0 COU W cn 0 W (n m Y O U 0 re W W E- Z w p w a ~ W J Q 0 J 0 ~ W 0 Z LU O Q Z Y U -w � J (-)0 W U) w Lu a W Z 0 3: W 0 Z L.L W W = 0 � Q Q W' Om L J J U= f W W m= U 0 0 W (n O� 0 a wQ wo n- w W N U w 0 fl� _ W F— U) 0 LL Q O 0 Z Z U) � Y F— Z (If Z W Q = O Z Q 0 _O Lu ~QQ Z N = J 0 U z0 _O w~ J V ui - w_ � 0 = 0 O >- W Z Q 0 w 0 Of Z Q U (D w Z J 0 a 0 � U) w _ I=- O 1 /-1 LJ l! V V 1 V 1 1 1 V ) r i 1 n L'? 5w n E F I G E z zF_: o �z 0 2 �w wQ 2 O �a x _cr- ~M 0 Ow cn z o a - cn _ za wa X W wo o = 0 co zz 3 0 O 0 W wU J o 0 w za ww mm 0 Z aw wZ J O m U W No 4 Wm mY of oa ww z� cw Oo W it a - M O J o ~ W 0 O Z �_ Z —z 5 ZY U)U) �a -W � J 00 W U W Lu aW 0 - wO z LLw w= of-- ¢Q a oM J �= J 6 �m ww m U Lu U) ¢ 0 a. z w ¢ - wo aw U O w F- U 0 O0 WZ Z 7 � �Y as U�m Z� zw co fZ _ ¢o Ix �~ z n� 0 ,_.. U Z O �0 8 w~ _j U W U- W o =o 0� rw Z cLu - Z ¢0 Z O �a- a oa mw ►_- 0 9 10 1 21 22 TYP ® 23 24 Al A © LP5-CB15 Al A& Al EM LP5-CB1 LP -CB1 LP5-CB1 LP5-CB3 LP5-CB7 �I '; l Al A E • LP5-CB1 © FF EX rEX1 LP5-CB15 -CB7 EM Al A (i LP5 CB1 LP .CB1 TYP EE Al I�EX1 I 1 LP5-CB7 !' f., LP5-CB1 LP -CB1 LP5-CB15 ' EM Q DD , Al (I LP5-CB1 EX1 LP -CB1 LP5-CB7 IIAl • LP5-CB1 '( LP5-CB7 101 A 1 ISSUE FOR CONSTRUCTION 07/15/22 DSH LB DBL BP TD 0 ISSUE FOR PERMIT 06/24/22 DSG DBL DBL TM TD REV REVISION DESCRIPTION DATE DRWN DSGN CHKD QC APPD WAREHOUSE EXPANSION LIGHTING PLAN SCALE: 1116" = V-0" 6004-EP-00-003 GENERAL INSTALLATION AND POWER DETAILS 6004-EX-00-001 GENERAL NOTES LEGENDS AND ABBREVIATIONS REF. DWG. NO REFERENCE DRAWING TITLE W LP5-CB5 I" 2 TYP GENERAL NOTES 1. 42 FIXTURES - 7 COLUMNS 6 ROWS. 2. ROOF MAX HEIGHT 337' AND MIN HEIGHT 30'. 3. REFLECTANCES AND LIGHT LOSS FACTOR BASED ON LINE 12 PHOTOMETRIC NOTES. 4. FIXTURES LOCATIONS ARE APPROXIMATE, AND SHOULD BE LOCATED TO CLEAR OBSTRUCTIONS AS REQUIRED. KEY NOTES © O FURNISH AND INSTALL NEW LED LIGHTING BY DIGITAL LUMENS 25 FC AVGERAGE. O2 FURNISH AND INSTALL NEW EXTERIOR LIGHTING TO MEET 2FC IN DOCKING AREA. Q O FIXTURES TO BE MOUNTED DIRECTLY TO PERLIN BEAMS USING STRUT AND CLAMPS. 4 14'6" SPACE BETWEEN MIDPOINT OF FIXTURE EACH WALL. 0 28'4" SPACE BETWEEN COLUMNS FROM MIDPOINT OF FIXTURES. © 28'10" SPACE BETWEEN ROWS FROM MIDPOINT OF FIXTURES. 2008 EXPANSION --------------� I 2001 EXPANSION I I ------------� 1995 EXPANSION - ---- I I ORIGINAL WAREHOUSE (D KEY PLAN SCALE: N.T.S. ❑00 VVI T❑❑ MERRICK* 000---- WHITING-TURNER MERRICK PROJECT NO.: 3021600,491 CLIENT PROJECT NO.: SCALE: AS NOTED 1 WAREHOUSE EXPANSION LINE 13 EXPANSION WAREHOUSE EXPANSION LIGHTING PLAN ELECTRICAL CAWING NO.: SHEET NO.: 6004-EL-00-001 OF 1 1 2 3 5 0 7 1 10 10 C is E F G H Z Q Z f-- O z ix LU O m W U W UJ Q e w M CL _ W W F- W LL m 02 U) W Z 2 OY) (0a z0- wof F-w W 0 o = 0 z z ; —z =Q 00 w w J U O Z_ o ww U)m 0 Z OO w W F" J Z m O Q U W 5 2 O W U M Y 00 H O H w Z w O ULU H Of a.LLJ — J w OJ CD F-- w� 00 Zui =_ z CD —o oQ Z Y co cn H cl� w F-� J (-)0 LLJ wLLJ az z o� w O z L, Lu w= 0 H ¢Q wW 0 CO J J U = f N W w m= U W W w 0 a Z W Q w p a W W N U w > o w _ w I- LL Q O ~O z z Z " W U) = Y Z Z W Q = to o O F- Z Q 0 O_ H Q~Q Z N z J O U Z O S M Z H 0 w H J U w - LL = 0 O W Z (f) Q = W m ry z Q U w Z .3 O 5- O w W _ F=- O i n n n LJ V LJ L" i V 1 1 1 V 7 1 z z h oz fl,w OW Lu wr 0 Q 0 a. w cn H m 0 oW c� z oN za w� �w 0 o � 0 iu z0 oW to U J OO x .w za wW CD m w 0z oLU wz Jo m U H W 02 (nO wN mY 00 w � w z w O to F- w W J a' Q o J 0 ~ W o Lu Z x FS- z S - Cl 1 O¢ Z Y U) I- 0� —w � J �o wU) 0Lu a ZW 0 ?y wo z IIIE_ W m 0 ¢Q O m LL J J �= E o' U) � W mx U W U Q 0 az w¢ aW W N U � >O Lu x W I- U) =) 0o Z Z Z w v) � Y N N Z Z W ¢? Wo F-Z ¢O w O_ Lu ~ Z J o� U Z O � O w ~ .J U W W 0 xo o� >.w z u' ¢D W 0� ¢ U U Z � �o 0Lu mw x � �o MECHANICAL EQUIPMENT SCHEDULE ITEM NUMBER EQUIPMENT NUMBER DESCRIPTION LOAD VOLTAGE/PH POWER PANEL CB# LOCAL DISCONNECT WIRE & CONDUIT NOTES LOCATION DRAWING HP KW AMPS (1*) NW-SF-3 SUPPLY FAN - WAREHOUSE 5 - - 460/3 LP5 CB2 BY INSTALLER 3#10, 1#10G IN 3/4"C 6004-EP-00-001 (2*) NW-SF-1 SUPPLY FAN - WAREHOUSE 5 - - 46013 LP5 CB8 BY INSTALLER 3#10, 1#10G IN 3/4"C 6004-EP-00-001 (3*) NW-EF-2 EXHAUST FAN - WAREHOUSE 3 - - 46013 LP5 CB14 BY INSTALLER 3#10, 1#10G IN 3/4"C 6004-EP-00-001 (4*) NW-EF-1 EXHAUST FAN - WAREHOUSE 3 - - 46013 LP5 CB20 BY INSTALLER 3#10, 1#10G IN 3/4"C 6004-EP-00-001 (5*) NW-SF-4 SUPPLY FAN- WAREHOUSE 5 - - 460/3 LP5 CB26 BY INSTALLER 3#10, 1#10G IN 3/4"C 6004-EP-00-001 (6*) NW-SF-2 SUPPLY FAN - WAREHOUSE 1 5 - - 46013 LP5 CB32 BY INSTALLER 3#10, 1#10G IN 3/4"C 6004-EP-00-001 1 ISSUE FOR CONSTRUCTION 07/15/22 DSH LB DBL BP TD 0 ISSUE FOR PERMIT 06/23/22 DSG DBL DBL TD TD REV REVISION DESCRIPTION DATE DRWN DSGN CHKD QC APPD WAREHOUSE EXPANSION POWER PLAN SCALE: 1/16" = V-0" WF23-E-601 ELECTRICAL RISER DIAGRAM 6004-EP-00-003 GENERAL INSTALLATION AND POWER DETAILS 6004-EX-00-001 GENERAL NOTES AND ABBREVIATIONS REF. DWG. NO REFERENCE DRAWING TITLE GENERAL NOTES 1. EXHAUST FAN LOCATIONS ARE APPROXIMATE. 2. AIR HANDLING UNIT LOCATION TBD. KEY NOTES FURNISH AND INSTALL 150A 480/277V PANEL (LP5), 50KVA DRY TYPE TRANSFORMER, AND 100A A 0 208/120V PANEL (RP5A). LP5 TO BE FED FROM EXISTING T8-MSB. OFURNISH AND INSTALL POWER TO ALL NEW DOCK DOORS, LEVELERS, RESTRAINTS, SHELTERS, SIGNAL LIGHTS, ETC. POWER TO BE PULLED FROM RP5A LOCATED AT COLUMN CC-23. Q 3 Lo T8 MSB STATE OF ' &* OFURNISH AND INSTALL NEW GENERAL PURPOSE DUPLEX RECEPTACLES AS NOTED. POWER SOURCE FROM RP5A LOCATED AT COLUMN CC-23. 3 D WAREHOUSE EXPANSION PANEL T8-MSB LOCATION DETAIL SCALE: NTS PANEL T8-MSB 2008 LOCATION DETAIL EXPANSION — — — — — — — — — — -- --I 2001 EXPANSION I ------ --�I 1995 EXPANSION --r-----------1 ORIGINAL WAREHOUSE WIF 0110 ❑mo MERRICK' MERRICK PROJECT NO.: 3021600491 CLIENT PROJECT NO.: SCALE: AS NOTED KEY PLAN SCALE: N.T.S. WAREHOUSE EXPANSION LINE 13 EXPANSION TITLE: BLUE TRITON ZEPHYRHILLS WAREHOUSE EXPANSION POWER PLAN ELECTRICAL REVISION: DRAWING NO.: SHEET NO.: 1 1 6004-EP-00-001 OF 1 1 2 3 m 5 w 7 1 10 Z Q z H O Z W. W O � W Lu ULU , ' O Q �W �m OW z 2 z O 9) � a za WW W wp OLU p Q Cf) p Z Z cr¢ O p WW J U O S p �0 za WW U)m �z OW U-UJ Wz -' o CO U Q W p � co O W U) co Y OOry p� LLIW z� W O U� W} LU J W — � Q •I O J p h o O Z — p i O < Z Y U) Cn H � W � J U O W Cj) W Lu d. W Z p 7> tt1 Z O F-L W W = p H Q P 0Om J J L U = l W W U p � W cn W p < Z IL W Q � p W W N U w � O W 1- U) p LL- Q O ~O Z Z to 7 Y of re H co Z W Q = U)O �z Q O O_ z z O F p U � z O O_ w ~ J U W W W p 2 O O } W Z u7 {I Q w 1 Z Q U ZZ � O a w 1=- O 1 !1 p L V L 1 V 1 1 1 J i 7 I z ¢ z F- O z of W 0 LU W Lli U , 0 Q e Wa FL = =_ F-- w wm 0 C/3w z2 oY) Fj5 n. za w 0 o= 0 LLI ¢� 0 z z �¢ 00 wW J U 0� 0 w za wW Um 0z oUJ Wz m 0 ¢ U W C/30 wm mY O0 0 0 � W W Z w 0 m E- LU a - W X Q O J w0 0 = uj Z H H z 0 0¢ z Y m —w � J U 0 W C/3 w UJ ILW z 0� w0 z a:W W= 0 �- ¢Q 0 m J J U = E W W co 0 U 0 W cn ¢ 0 az UJ aW U � 2 W F- U- ¢ O 0 Z z W CO Y Z Z W 0 z ¢ 0 O LU P Z 0� U � Z 0 Z W_ F- J 0 W — LL. W 0 s 0 O� r W z U ¢uj w 0� ¢� O U Z � 0 �a_ a 0w �w s �0 1 ) c 1I r I T1111 111111 1 _A��- 1 II 1 II I' UII_ Il.�_ 0 GRAD NOTE 1 :3 z GROUNDING ELECTRODE zo CONDUCTORS w SEE PLAN DWG. o W OR SIZE AND QUA 4 -vw, Q 2 _ a = CONNECT TO SYSTEM _ NOTES: 1. GROUNDING SHALL BE INSTALLED IN ACCORDANCE WITH ARTICLE 250 OF THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE (NEC). 2. INSTALL AN 8" X 8" X 8" CONCRETE BLOCK DIRECTLY ABOVE GROUND ROD TO INDICATE LOCATION OF ROD. INSCRIBE AN "X" ON DIAGONALS OF CONCRETE BLOCK TOP. LL Lu GROUND ONNECT TO SYSTEM GROUND 0 z CONCRuj ETE MUD MAT (IF INSTALLED) 0So U5a Fw- "' , A• •' A• A 1 A• A x wzo zz o 1 Q � ZQ 3 W= G02 GROUND ROD GROUNDING DETAIL 0 o NTS z o- NLu M BILL OF MATERIAL Lu ITEM QTY. DESCRIPTION wo 1 1 GROUND ROD, 3/4" DIAMETER X 10' LONG, COPPER CLAD Izw- wz Q0 2 I_- w w0 3 4 4 MY 5 ER 0 W w 6 wo w ~ of 7 aJ 8 M¢ o_j 9 o� o = 10 z w~ Z NOTES: -o o ¢ 5 1. IF FOUNDATION IS A PILE CAP THEN ATTACH GROUNDING z Y CONNECTOR TO ONE PILE PER CAP AND CONNECT TO GRID w AS SHOWN. 0 2. GROUND CONDUCTOR SHALL PENETRATE CONCRETE TOP, w "' SIDE, OR BOTTOM VIA PVC CONDUIT. �Eu w w GRADE OR CONCRETE FOUNDATION ziz PAVING w OM/\�\ d d v d d o d e a G04 J Y J d o 6 J ° ER u=i w w d° d V• •G a M d o v m= U w v=i Z A • a d F dd d °d °d az 1 o v° v v 0 Lu WIRE TIE #4 GROUNDING > o a x SEE NOTE 2 2 REBAR TO FOUNDATION w REBAR WITH #14 TIE WIRE wM 0 o GROUNDING ELECTRODE Z z 7 CONDUCTOR "' U' SEE PLAN DWG. FOR SIZE � Y DRIVEN STEEL PILE o TO GROUNDING (IF INSTALLED) z SYSTEM SEE NOTE 1 z w 2 z CONCRETE ENCASED ELECTRODE DETAIL '� Z C06 a. z a. NTS ceo z o ? BILL OF MATERIAL c-' zo ITEM QTY. DESCRIPTION 0 8 1 A/R REBAR, #4 1= w 2 A/R CONDUIT, 1" SCHEDULE 80 PVC a 0 3 4 0 S` >_ LLi aW 0 5 ¢0 6 c� z p 7 8 o �w 9 9 �0 C D E RUN GROU�1D P) IRE GROUNYP) IRE SPLICE CONNECTION PARALLEL CONNECTION RUNGRO (1D TYP) �I I T RUNU(TD P) IRE GROUND WIRE GROUND WIRE TAP (TYP) 7`TAP (TYP) "T" CONNECTION "X" CONNECTION NOTES: 1. THESE ARE TYPICAL INSTALLATIONS. SEE PLAN DRAWINGS FOR TYPE AND LOCATIONS. 2. SPLICE CONNECTIONS ARE NOT SHOWN ON PLAN DRAWINGS. IT IS THE CONTRACTORS RESPONSIBILITY TO MAKE THIS CONNECTION AS REQUIRED. 3. CLAMPS ARE INCLUDED WITH THIS MOLD. 4. WHERE CONNECTIONS ARE MADE UNDERGROUND WITH INSULATED WIRE, WRAP THE CONNECTION WITH INSULATING COVER: SCOTCH #06149 (2-1/2" x 2-2-1/2" PADS) Goa GROUND WIRE TAP EXOTHERMIC DETAIL NTS CADWELD EXOTHERMIC WELD CONNECTIONS ASSEMBLY NO. WIRE SIZE MOLD NO. WELD METAL HANDLE CLAMP CONNECTION TYPE RUN TAP G03A #2 #2 TAC-1V1V #45 L-160 "T" G03B #2/0 #2/0 TAC-2G2G #90 L-160 "T" G03C #2/0 #2 TAC-1V2G #45 L-160 G03D #4/0 #2/0 TAC-2Q20 #90 L-160 G03E #4/0 #2 TAC-2Q1V #90 L-160 G03F #4/0 #4/0 TAC-2Q2Q #150 L-160 "T" G03G #2/0 #2/0 XAC-2G2G #115 L-160 "X" G03H #2 SST_ 1V #32 NOTE 3 SPLICE G03J #2/0 SSC-2G #65 L-160 SPLICE TAP CONDUCTOR TAP CONDUCTOR LUG CONNECTION LUG CONNECTION ONE -HOLE STANDARD TWO -HOLE STANDARD NOTES: BARREL BARREL 1. BURNDY COMPONENTS LISTED BELOW ARE PRE -FILLED WITH PENETROX OXIDE INHIBITOR. 2. CONNECTORS ARE APPROVED FOR ABOVE GROUND, DIRECT BURIAL AND CONCRETE ENCASEMENT AND MEET UL, CSA AND IEEE-837 REQUIREMENTS. GROUND LUG TAP DETAIL L� NTS COMPRESSION LUG CONNECTIONS FOR COPPER CONDUCTORS DETAIL NO TYPE TAP WIRE SIZE STUD HOLE SIZE STUD HOLE SPACING WIRE STRIP LENGTH BURNDY CATALOG NO. DIE INDEX NO. COLOR CODE G07A NE-HOL #4 STR 3/8" - 7/8" YA4CL4-BOX 8 GRAY G076 NE-HOL #2 STR 3/8" - 15/16" YA2CL4-BOX 10 BROWN G07C NE-HOL 2/0 STR 1/2" - 1" YA26L6-BOX 13 BLACK G07D NE-HOLE'4/0 STR 1/2" - 1 1/8" YA28L-BOX 15 PURPLE G07E NE-HOLE'250KCMIL 1 /2" - 1 1 /8" YA29L-BOX 16 YELLOW G07F O-HOL #4 STR 1 /4" 1 " 7/8" Y 4CL-2TC 14 2 8 GRAY G07G 0-HOL #2 STR 1/2" 1 3/4" 15/16" YA2C-2LN 10 BROWN G07H 0-HOLE'2/0 STR 1 /2" 1 3/4" 1 " YA26-2LN 13 BLACK G07J 0-HOLE'4/0 STR 1 /2" 1 3/4" 1 1 1 /8" YA28-2LN 15 PURPLE G07-K 0-I�0 250KCMIL 1 /2" 1 3 (4" 1 1 /8". YA219-2LN-J A 6 YELLOW 2 REVISED PER RFI-027 11/21/22 DSG LB DBL BP TD 1 ISSUE FOR CONSTRUCTION 07/15/22 DSG LB DBL BP TD 0 ISSUE FOR PERMIT 06/24/22 DSG DBL DBL TM TD REV REVISION DESCRIPTION DATE IDRWN,DSGNICHKDI QC APPD F I G R CONDUCTORS RU UN CONDUCTOR SPLICE CONNECTION FIG. "C" OR FIG. 6 CABLE TO CABLE PARALLEL CONNECTION RUN /TAP TAP CABLE TO CABLE CONDUCTOR FIG. "C"FIG. 916" COPPER ROD OR STEEL REBAR lt COPPER ROD 3 OR STEEL REBAR RUN /TAP CONDUCTOR RUN CONDUCTORS FIG. "C" OR FIG. "6" CROSS CONNECTION CROSS CONNECTION PARALLEL CONNECTION CABLE TO ROD / REBAR CABLE TO CABLE CABLE TO ROD / REBAR NOTES: 1. BURNDY COMPONENTS LISTED BELOW ARE PRE -FILLED WITH PENETROX OXIDE INHIBITOR. 2. CONNECTORS ARE APPROVED FOR ABOVE GROUND, DIRECT BURIAL AND CONCRETE ENCASEMENT AND MEET UL, CSA AND IEEE-837 REQUIREMENTS. GROUND WIRE TAP COMPRESSION DETAIL �""-`l NTS H I I J NOTES: 1. GROUNDING SHALL BE INSTALLED IN ACCORDANCE WITH ARTICLE 250 OF THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE (NEC). 2. FILL CONDUIT OPENING WITH RTV COMPOUND COIL 6'-0" OF GROUND CONDUCTOR FOR FUTURE CONNECTION, SEE PLAN DWG. FOR SEE NOTE 2 EQUIPMENT CONNECTION DETAIL REQUIREMENTS 2 AREA 2 PILE CAP a •' d • PAVING da A e d• GROUND GRID " I �I I TO GROUND GRID "Ad f f• • • v d ° • " CONCRETE MUD •" d e -d. • ° f AT (IF ° • Ae A STALLED) , , • •, d • ' •• A l • A',A • f A • e A •• A Goy EQUIPMENT STUB —UP GROUNDING DETAIL NTS COMPRESSION CONNECTIONS FOR COPPER CONDUCTORS BILL OF MATERIAL AIL D. TYPE WIRE SIZE RANGE ROD SIZE REBAR SIZE BURNDY CATALOG NO. DIE INDEX NO. CONNECTION TYPE RUN TAP ITEM QTY. DESCRIPTION 4A FIG. "C" #6 SOL-#2 STR #6 SOL-#2 STR 1/4" - YGHC2C2 C PARALLEL 1 1 CONDUIT, 1", SCHEDULE 80 PVC 4B FIG. "C" #1 STR-2/0 STR #1 STR-2/0 STR 3/8" - YGHC26C26 0 PARALLEL 2 REQ CONDUIT CLAMP, ONE HOLE, 1", SECURE WITH RED HEAD CONCRETE ANCHOR 4C FIG. "C" 3/0 STR-250KCMIL - TR 1/2"-5/8" - YGHC29C26 0 PARALLEL 3 4D FIG. "6" 1/0 STR-250KCMIL #4 SOL-#2 STR 3/8"-1/2" #3-#4 YGHP29C2 997 PARALLEL 4 4E FIG. "6" 1/0 STR-250KCMIL 1/0 STR-2/0 STR 3/8"-1/2" #3-#4 YGHP29C26 997 PARALLEL 5 4F FIG. T' 1/0 STR-250KCMIL 3/0 STR-250KCMIL 3/8"-1/2" #3-#4 YGHP29C29 997 PARALLEL 6 4G CROSS #2 STR-250KCMIL #2 STR-250KCMIL 1/2"-5/8" #3-#4 YGL29C29 U997 CROSS 7 4H CROSS 250-500KCMIL #2 STR-250KCMIL 5/8"-3/4" #5-#6 YGL34C29 PU998/U997 CROSS 8 4J SPLICE 2/0 STR - - YGHS26 U28RT SPLICE 9 4K SPLICE 4/0 STR - - YGHS28 U30RT SPLICE 10 EQUIPMENT GROUNDING CONDUi SEE PLAN DWG. FOR SIZE AND QU CONTINUE AS REQUIRED CONTINUE AS REQUIRED EQUIPMENT GROUNDING LUG WITH 1/2"-13 THREADED HOLE DRILL AND TAP AS REQUIRED , ,QN GROUNDING EQUIPMENT LUG DETAIL NTS TO EXISTING ROOF STEEL EQUIPMENT GROUNDING CONDUCTOR, SEE PLAN DWG. FOR SIZE DRILL 7/16" DIA. HOLE 1 DRILL 7/16" DIA. HOLE G07 NEW STEEL COLUMN �G07 EQUIPMENT GROUNDING CONDUCTOR, SEE PLAN DWG. FOR SIZE J' rGO5 ° TO NEW GROUND GRID f 'd Goo STEEL GROUNDING DETAIL NTS BILL OF MATERIAL BILL OF MATERIAL QTY. DESCRIPTION ITEM QTY. DESCRIPTION 1 GROUNDING SERVIT POST, 1 OR 2 CONDUCTOR, #2-2/0 AWG RANGE, 1/2"-13 STUD, BURNDY #K2C26 1 1 BOLT, HEX HEAD, 3/8"-16 X 1" ��+<tllltfffl�ji 2 1 NUT, 3/8"-16 %y��. �� E Sc�.••'f" �� 3 1 WASHER, LOCK, 3/8 ® s �. �No 73435 Z 4 w JQ:w •. STATE OF ; .c�• •'r 9 '��"' 6 10 7 f1r6#1111i1'�� 8 This item has been digitally signed and sealed by William D. Plank, P.E. on the date adjacent to the seal. 9 6004-EP-00-004 GENERAL GROUNDING INSTALLATION DETAILS 6004-EP-00-003 GENERAL INSTALLATION AND POWER DETAILS 6004-EX-00-001 GENERAL NOTES LEGENDS AND ABBREVIATIONS REF. DWG. NO REFERENCE DRAWING TITLE A B C D E a MERRICK* ®®® MERRICK PROJECT NO.: 3021600491 SCALE: AS NOTED TITLE: BLUE TRITON ZEPHYRHILLS VALUE GROUNDING DETAILS VALUE REVISION: DRAWING NO.: SHEET NO.: 2 6004-EP-00-004 OF 2 1 2 3 5 7 r z z� Oz aw O � w U uj 3 Q W-0- IL = LLI U) LU LLm aM OW m� Z O N vn a- za w= X W Lu Z Z O= Lu p Q M a p Zz 00 ww J U O = p O w Za wW mm LU O Z U_ H wz J O ¢ U F- W m O L W U m Y O p LUw z� wO mF- LU w aJ mQ of p~ w= p O LLI Z = H z0 - p l O ¢ Z Y U CO F- w W ~ J U O W U) 71 W- a' a ZW p W z � W W = 0 ¢ Q �m J J U= f � m W W D m= U p M W U Of p ¢ a z W ¢ ly- p a W v� w t- cn LL ¢ OO Z Z U) M Y I- 0 Z Z W Cl)O �z ¢ O w O_ 1w- H z 0 - O H U � Z O O_ W < J V ui _ w W Cl 2 O O� }. LIJ zm ¢M w p w ¢� Ov ZLU -3 �O �CL a p w mw h O 1 01 z Q z 1- O z a� LLJ O w ul U , 0 e �Qa a= =W rw am o� Ct)w zm OY) V5a Za wit LU in zz oM a LU aM p ? z : �Q O in ww J U O = S O w za w LU Um oZ LU � wz m O Q U w p � C/3 O w� mY O U F� ww z� LU O C H LU a CLui J LL' o J p ~ w p O LU Z= H Z _ p O < z Y H � LU � J (-)0 w� w UJ aw p wO z Uw w� p ¢Q a OLU m J J ( V = l w LU in S U p =) w CO W p az wQ aw LU N 02 2 w F— U p LL Q O 0 N Z w U) � Y H cn Z � Z w v) 0 0 tEz ¢o z �o � z z J 0 U z O �O ~w J V w _ LL W 0 S O O >- w z 60 Q = w p w Q V Z � O CL a pw �w I=— O 1 -- --�- =i1-: -- - /1 w lJ V IL 1 \J 11 1 V i 7 1 i Z Z ►- Oz �W OW LU U , 0 ¢ i CL _ W U x W I- W U- GO O U) w Z O N V5a za LUW w 0 LU o= O 0 ? z OO ww J U O = 0 O w za ww �m LU �z Qw wZ J O Co 1¢- W 52 U) O W N m Y 00 w � H W z W O C/)F- LU Lij 0" J Q O -� wO zx zLij F- z� 0 o¢ z Y U) U) F- w W 1: J U O W U) w UJ aw 0� wO z �w W� 0 ¢Q Om J J v = f U) W W mx U 0 � W fn 0 az w¢ CLw U ER � x W f- U) 0 LL ¢ O0 Z Z Z v) co Z Z W N O z ¢ O _O LLI H Z J 0 U Z O 0 W ~ J U W — LL W 0 xO O >-w Z N 0 � O U Z -w3 O a- a 0 OY �w x 1x- O 1 1-% Li V 1J L.. I V 1 I 1 %J 1 c �.i .. i iun . • AI' I _ _ _ _._ __ _ _ I � _I I .I, .. _. I 11 .. I I i.i iyii _. _ I !I I I I._ _I-- I _ 1 _ __ I _ ___ _ } Z Z !- Oz ww 0 W ULLJ LU Q w a_ a= W cn F-- w am 02 �W z� 0 9) U)a Za w1= t-,w wa O Z) in ¢� p - Z Z a¢ 00 Ww J U O � = p o za ww � m 0z oLU WZ J 0 m U W 72 rn 0 e wU) mY 00 p ry Ww H2 z w0 UH W a- W J a' m OJ 0 ~ W0 p Z = I- Z� - p 0¢ Z Y U) C/) !- a' w � J U0 WU) w w aw z p3: w 0 z CL-W w= 0 am J v J = E N W W 2_ m= U p Z) W CA W p d Z W ¢ Ctf p aw W N U r, >0 a= w !- cn Q U- O ~O ~ Z Z W U) Of o U Z Z W ¢ _ U) 0 F- Z ¢ 0 O Iw- ~ z 0� U � z0 O w !' .J W - W =0 O - w z� ¢LU w pOf ¢v O Z� � O a p LU �w H O ` 01 J 1 A B C D E F G H I J o CD GENERAL NOTES v I 1 I 1. THE FIRE ALARM DRAWINGS ARE DIAGRAMATIC AND INDICATE THE DESIGN INTENT FOR THE 1 II I I GENERAL PLACEMENT OF FIRE ALARM DEVICES AND EQUIPMENT. SUBMIT COMPLETE ENGINEERED FIRE ALARM PLANS WITH DEVICES SHOWN ON THE FA SERIES DRAWINGS AND ALL SUPPLEMENTAL DEVICES AND COMPONENTS REQUIRED FOR A COMPLETE AND FULLY III I I OPERATIONAL SYSTEM. CONTRACTOR IS RESPONSIBLE FOR THE FINAL QUANTITY, LAYOUT AND COORDINATION TO PROVIDE A SYSTEM IN COMPLIANCE WITH THE FLORIDA FIRE CODE, NFPA 72 AND ALL GOVERNING CODES AND STANDARDS. z� N W I wQ 2 I I 2 o Lu Co W FIRE ALARM / MASS NOTIFICATION SYMBOLS z m ITIT I o� zF. a.1.1 l l l X o = 111� WALL SPEAKER (FIRE ALARM OR MASS NOTIFICATION SYSTEM) WZ I:.. o o WALL SPEAKER WITH 'CLEAR' STROBE (FIRE ALARM & MASS w I 30 NOTIFICATION SYSTEM) FLASHING LIGHT -NUMBER INDICATES �� Q 3 F- C CANDELA RATING, 3 o W — — _ — — — — — — — — B-8 CEILING MOUNTED NOTIFICATION APPLIANCE, o o I 110 COMBINE AUDIBLE AND VISIBLE - SPEAKER WITH & WHITE FLASHING LIGHT, NUMBER INDICATES J � III I I I CANDELA RATING. w oz III U_W I I+ W F- - — Z mo Q V W 0 4 - — — — — — I — — — — --- 4 m O U uj z Lu III I ( a Lu 0 II 1 uj III I I ® f Lu _ II �mILI o� Wo I U zz INITIATION DEVICES Zo 5 II 5 ZY _J I I I � Z coII I 0 MANUAL FIRE ALARM STATION - 48" A.F.F. uj Lu fn III I I r 0 w _ III I W - CM RELAY CONTROL MODULE °z z W I I I I .j WF WATERFLOW DETECTOR SWITCH Q a I VS VALVE SUPERVISORY SWITCH w �5= 6 _ I 6 W(n W _5 C.5 LP LOW PRESSURE SWITCH ® � III w cn II LJ HP HIGH PRESSURE SWITCH Lu —� I k a W i KNOX BOX W N o I Y $K FIREMANS KEY SWITCH U) LL _JH I z ~ Z II I 7 �I 5 7 III z uj a= L� o �o I Lu _ y o f II zo II ; 8 - — II I — --- 8 Lu I uj I • wU II oW I }u I aW— — — — — — — — — — — - dw �L _A I C:) ® E I Z o II I r r I � a III I r I � CC III III I I 1 LINE 13 ENLARGED FIRE ALARM PLAN 9 9 U FP-102 SCALE: 1/8" = 1'-0" 10 1 ISSUE FOR CONSTRUCTION 7/15/22 KG KG JS JS AJD 0 ISSUE FOR PERMIT 6/24/22 KG KG JS JS AJD REV REVISION DESCRIPTION DATE DRWN DSGN CHKD QC APPD TITLE: % BLUE TRITON ZEPHYRHILLS FIRE ALARM ® No, 70061 ° � r s .. LINE 13 ENLARGED FLOOR PLAN O ..s vvr i C? °® STATE pp °°�1I.. 10 dn ' ®.°•° c� MERRICK PROJECT NO.: 3021600491 ,QNAL�G �`�® REVISION: DRAWING NO.: SHEET NO.: REF. DWG. NO REFERENCE DRAWING TITLE CLIENT PROJECT NO.. 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WITH 500 E2 GPM HOSE STREAM 3 VVT❑oo MERRICK' []Do - WHITING -TURNER MERRICK PROJECT NO.: 3021600491 CLIENT PROJECT NO.: SCALE: TITLE: BLUE TRITON ZEPHYRHILLS FIRE PROTECTION WAREHOUSE ADDITION ENLARGED FLOOR PLAN REVISION: DRAWING NO.: SHEET NO.: 1 6004-00-FP-103 4 OF 5 4 5 R 7 E•1 p7 10 0 [0 Ic E G z J z Q zF: Oz ww OW U w , 0 Q t It CL w= _W �w wm 0M �w z� 0Y) C,)a za w W 0 O= 0 zQ of O0 ww J U 0� =0 zw ww U) m LU 0 Z OLL LU wz J 0 m U FQ- w C/) O L LU U) m Y OOP 0 LLIw z� w0 V)�- w a w- �a OJ w 0O ZLLI H� Z L O Q ` Z `1 U) U) — W � J 00 W m LU a W Q Z W 0 z LLw w= o� Q¢ Om LL J U = F � m W W � j m= U c w CO w 0 d Z w Q Of p" a W W N U � >0 w _ W F- cn Q w O 0 WZ Z Cn � Y Z _ a Z w Q M U)O tE z QO w _O W ~ z� 0P OW z O Ckf O_ w~ J V w- u. 20 ~O } W z U Q = w o� z� Q U U Z_ � w �a ow Uw t= 0 1 /'� L1 V v - ` i v i I i v 01 11