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HomeMy WebLinkAbout6923 Gall Blvd (4)BROWARD DEVELOPMENT CLIMATE CONTROLLED STORAGE 6923 GALL BOULEVARD ZEPHYRHILLS, FL. 33542 REVIEW DATE�� � CRY OF ZEPHYRHILLS FIRE MO LIFE SAFETY EXAMINER REVIEW DATE: CITY OF ZEPHYRHILLS BUILDING OFFICIAL ALL WORK SHALL COMPLY WITH NFFA CODES AND STANDARDS SITE VICINITY PLAN NORTH SCALE: NTS SCOPE OF WORK CONSTRUCTION OF A NEW CLIMATE CONTROLLED 3-STORY SELF STORAGE BUILDING WITH UNIT RENTAL OFFICE. STRUCTURAL STEEL AND METAL STUD FRAME. PROJECT DIRECTORY ARCHITECT COLIN UCHTENSTEIN & ASSOCIATES ARCHITECTS JEREMIAH RUSSELL, AIA, ARCHITECT 1150 LAKE HEARN DRIVE - SUITE 150 ATLANTA, GEORGIA 30342 CONTACT: COLIN LICHTENSTEIN 404-303-7008 colin@clarchitectsatlanto.com OWNER BROWARD DEVELOPMENT 3137 E. SHADOWLAWN AVE NE ATLANTA, GA 30305 CONTACT: JUS11N GARRISON 404-702-1622 garrison justin1 @gmoil. corn CIVIL MILLS, SHORT & ASSOCIATES, LLC 700 22nd PLACE, SUITE 2C VERO BEACH, FL 32960 CONTACT: J. WESLEY MILLS 772-226-7282 wmills@millsshortassociates.com STRUCTURAL KEYSTONE STRUCTURAL ENGINEERING, P.C. 531 ROSELANE STREET, SUITE 150 MARIETTA, GA 30060 CONTACT: BRENDAN CROWLEY 404-483-6921 bcrowley@keystonepc.com MECHANICAL MARSHALL & BOLLWERK ENGINEERING, INC. ELECTRICAL 338 TRICKUM RD, BLDG 500, SUITE 104 PLUMBING WOODSTOCK, GA 30188 CONTACT: MIKE JONES 678-795-0333 mjones@mbeinc.net CONTRACTOR T.B.D. 24 HR. CONTACT: JUSTIN GARRISON 404-702-1622 GENERAL NOTES 1. GENERAL CONTRACTOR SHALL BE FAMILIAR WITH SITE CONDITIONS PRIOR TO BID. CONDUCT SITE VISITS AS REQUIRED. 2. ALL DIMENSIONS OF STUD PARTITIONS OR STRUCTURAL ELEMENTS ARE TO CENTER OF WALLS, U.N.O. DO NOT SCALE DRAWINGS REPORT ANY DISCREPANCIES WITHIN THE DRAWINGS PRIOR TO CONSTRUCTION. 3. SUBCONTRACTORS ARE TO FIELD VERIFY ALL DIMENSIONS OF WORK IN PLACE THAT RELATE TO COMPLETION OF THEIR WORK. 4. THE GENERAL CONTRACTOR SHALL HOLD ALL LICENSES REQUIRED BY PASCO COUNTY. 5. CONTRACTOR IS RESPONSIBLE FOR SUBMITTING AND OBTAINING ALL REQUIRED PERMITS. CONTRACTOR IS ALSO RESPONSIBLE FOR NOTIFYING OWNER OF ALL FEES AND TAXES RELATIVE TO THE WORK DESCRIBED IN THE CONTRACT DOCUMENTS. 6. THE CONTRACTOR IS TO CONVEY TO THE ARCHITECT ANY CONDITIONS REVEALED DURING THE CONSTRUCTION WHICH CONFLICT WITH WORK TO BE EXECUTED PER THESE CONSTRUCTION DOCUMENTS. 7. THE CONTRACTOR SHALL COORDINATE TELEPHONE JACK LOCATIONS WITH THE OWNER AND INSTALL CONDUIT AS REQUIRED BY THE TELEPHONE COMPANY. 8. AUDIO EQUIPMENT SHALL BE PROVIDED AND INSTALLED BY THIRD PARTY. GENERAL CONTRACTOR SHALL COORDINATE, SEQUENCE AND INTERFACE THE WORK TO BE PERFORMED BY THIS THIRD PARTY WITH ALL OTHER TRADES. 9• CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR ALL FABRICATIONS NOTED- INCLUDING BUT NOT LIMITED TO MILLWORK ASSEMBLIES, ETC. PROVIDE SUBMITTALS FOR ALL FIXTURES AND FINISHES PROPOSED TO BE USED FOR OWNER / ARCHITECT APPROVAL. SUBMITTALS SHALL INCLUDE (4) COPIES. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING A SECURE AND SAFE CONSTRUCTION SITE. 11. G.C. TO CONTRACT W/QUALIFIED INSTALLERS WHICH HAVE MINIMUM (3) YEARS BUSINESS EXPERIENCE FOR ALL INSTALLATION. 12. CONTRACTORS SHALL MEET ALL LOCAL, STATE AND COUNTY CODES & ORDINANCES. CONTRACTORS SHALL MEET ALL A.D.A. REQUIREMENTS INCLUDING, SIGNAGE, FIRE NOTIFICATION SYST., DOOR HARDWARE, TACTILE WARNING TEXTURES, RAILINGS, PLUMBING FIXTURES AND FAUCETS, TOILET ACCESSORIES AND MOUNTING HTS., ETC. 13. MEDICAL EQUIPMENT SHALL BE DELIVERED TO THE JOBSITE BY THE MEDICAL EQUIPMENT SUPPLIER. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR EXECUTING ALL PLUMBING AND ELECTRICAL HOOKUPS SO AS TO PROVIDE FULLY OPERATIONAL EQUIPMENT. (N/A) 14. CONTRACTOR SHALL PROVIDE ONE (1) YEAR WARRANTY ON ALL MATERIALS AND INSTALLATIONS, AND RESPOND AT THE OWNER'S REQUEST FOR REPAIR WITHIN 24 HRS. 15. GENERAL CONTRACTOR SHALL COORDINATE ALL WORK DESCRIBED ON THESE DRAWINGS AND PROVIDE FULL TIME FIELD SUPERVISION, PHONE/FAX, AND CONSTRUCTION OFFICE TRAILER. 16. CONTRACTOR SHALL BE RESPONSIBLE FOR SEQUENCING ALL WIRING PRIOR TO FULL GYP -BD CLOSURE. CONTRACTOR SHALL BE RESPONSIBLE FOR SCHEDULING THIRD PARTIES RESPONSIBLE FOR WIRING OUTSIDE OF THIS CONTRACT, INCLUDING BUT NOT LIMITED TO TELEPHONE, AUDIO SYSTEM, SECURITY. COORDINATE SUCH WORK WITH TENANT REPRESENTATIVE. 17. COLOR SELECTION OF ALL PAINT, V.W.C., TILE, LAMINANT, SEALANTS, PREFIN. MTLS. AND ELEC. WALL PLATES BY ARCHITECT. 18. COORDINATE THERMOSTAT LOCATIONS WITH ARCHITECT 19. ELECTRICAL - SEE MEP NOTES. 20. FIRE ALARM - SEE MEP NOTES. 21. ADDITIONAL NOTES - Interior finish materials to be fire rated Class A, B or C throughout. 22. This plan has been prepared in accordance with 2020 FLORIDA ACCESSIBILITY CODE for making buildings and facilities accessoble to and usable by physically handicapped people to the best of our knowledge, information and belief, for the scope of work herein submitted. 23. This drawing does not assume responsibility for omissions and/or errors on the part of the general contractor, sub -contractors, management or tenant. "In all new and existing buildings, minimum radio signal strength for fire department communications shall be maintained at a level determined by the AHJ-NFPA 1-11-10-1. A preliminary site survey test shall be completed to determine the available radio strength in accordance with NFPA 72-14.4.10.3. If required initial construction drawings shall include a radio communication enhancement drawing or statement on the life safety drawing that identifies the requirements for radio communication enhancement system testing for critical and non -critical areas" Owner acknowledge that the site will have to be tested and proper equipment will be installed if it required prior to issuance of Certificate of Occupancy. PRODUCT APPROVAL NOTICE Contractor shall make available to the Building Inspector documentation necessary to verify that all exterior envelope components product approval per FS 553.842 are in compliance with product approval installation requirements. REFER TO DETAILS SHEET FOR NOTES REFERENCING SPECIAL INSPECTIONS FOR PENETRATIONS AND JOINTS REFER TO SHEET LSP FOR ROOF/FLOOR TRUSS (R/F) SIGN SPECIFICATIONS.h v BUILDING CODES 2020 FLORIDA BUILDING CODE, BUILDING, 7th EDITION, WITH AMENDMENTS 2020 FLORIDA BUILDING CODE, ENERGY CONSERVATION, 7th EDITION, WITH AMENDMENTS 2020 FLORIDA BUILDING CODE, FUEL GAS, 7th EDITION, WITH AMENDMENTS 2020 FLORIDA BUILDING CODE, MECHANICAL, 7th EDITION, WITH AMENDMENTS 2020 FLORIDA BUILDING CODE, PLUMBING, 7th EDITION, WITH AMENDMENTS 2020 FLORIDA BUILDING CODE, ACCESSIBILITY, 7th EDITION FFPC, FLORIDA FIRE PREVENTION CODE, 2020 WITH FLORIDA SPECIFIC AMENDMENTS - NFPA 1 - NFPA 101 NATIONAL ELECTRICAL CODE (NEC) 2017 EDITION 2010 ADA STANDARDS LIST OF DRAWINGS C-0 COVER SHEET LSP.1 LIFE SAFETY PLAN - FIRST & SECOND FLOORS LSP.2 LIFE SAFETY PLAN - THIRD FLOOR RAL DRAWINGS S0.1 GENERAL NOTES & SCHEDULES S1.1 FOUNDATION PLAN S2.1 SECOND FLOOR FRAMING PLAN S2.2 THIRD FLOOR FRAMING PLAN S2.3 ROOF FRAMING PLAN S2.4 OFFICE FOUNDATION & FRAMING PLANS S3.1 FOUNDATION DETAILS S4.1 FRAMING DETAILS S4.2 FRAMING DETAILS S4.3 FRAMING DETAILS S4.4 MASONRY DETAILS & SECTIONS S4.5 OFFICE FRAMING DETAIL & SECTION S5.1 SCHEDULE OF SPECIAL INSPECTIONS ARCHITECTURAL DRAWN FAI A-0 SITE PLAN A-1 OFFICE BUILDING: FLOOR & ROOF PLANS & ELEVATIONS A-2 FIRST FLOOR PLAN A-3 SECOND FLOOR PLAN A-4 THIRD FLOOR PLAN A-5 ROOF PLAN A-6 ELEVA11ONS A-6.1 ELEVATIONS A-7 WALLS SECTIONS - OFFICE TOWER A-7.1 WALLS SECTIONS A-7.2 WALLS SECTIONS A-8 STAIRS ENLARGED PLANS A-8.1 STAIRS SECTIONS A-9 ELEVATOR SECTION A-9.1 ELEVATOR PIT DETAILS A-10 ENLARGED PLANS, TOILET PLANS, ELEVATIONS A-11 ENLARGED PLANS- REFLECTED CEILING PLANS A-12 DOOR & WINDOW SCHEDULES A-13 FLOOR FINISHES PLAN - FIRST & SECOND FLOORS A-13.1 FLOOR FINISHES PLAN - THIRD FLOOR A-14 DETAILS A-14.1 DETAILS - 2 A-15 LOW VOLTAGE PLAN & BURGLAR BARS DETAILS A-16 PENETRATION DETAILS MECHANICAL DRAWINGS M-1 MECHANICAL NOTES, LEGEND & ABBREVIATIONS M-2 MECHANICAL 1st FLOOR PLAN M-3 MECHANICAL 2nd FLOOR PLAN M-4 MECHANICAL 3rd FLOOR PLAN M- ECH NI FFI M-5.1 FLOOR PLAN - AT11C MECHANICAL M-6 MECHANICAL SCHEDULES 5 II• iial��l;%i�Ii EO.1 ELECTRICAL SPECIFICATIONS, NOTES, LEGEND & LIGHTING SCHEDULE EO.2 POWER LARGE SCALE PLANS & OCCUPANCY SENSOR SPECIFICATIONS EO.3 SINGLE-UNE DIAGRAM, PANEL SCHEDULES, & LOAD CALCULATIONS EO.4 ELECTRICAL PANEL SCHEDULES & LOAD CALCULATIONS E0.5 MECHANICAL EQUIPMENT SCHEDULES EO.6 LIGHTING ENERGY COMPLIANCE CERTIFICATES EO.7 LIGHTING ENERGY COMPLIANCE CERTIFICATES E1.1 1st FLOOR ELECTRICAL PLAN E1.2 2nd FLOOR ELECTRICAL PLAN E1.3 3rd FLOOR ELECTRICAL PLAN E2.1 OFFICE LIGHTING PLANS & SINGLE LINE DIAGRAM E2.2 OFFICE POWER PLAN P-1 PLUMBING NOTES, LEGEND, ABBREVIATIONS AND SCHEDULES P-2 1st FLOOR DOMESTIC WATER PLAN P-3 1st FLOOR PLUMBING SANITARY & VENT PLAN P-4 2nd FLOOR DOMESTIC WATER PLAN P-5 2nd FLOOR PLUMBING SANITARY & VENT PLAN P-6 OFFICE BUILDING DOMESTIC WATER, SANITARY, & VENT PLANS P-7 PLUMBING DETAILS AND RISERS PROJECT DESCRIPTION AREA GROSS: Office Building.................................................................. 1,156 S.F. Main Building 1st Floor ............................ 29,888 S.F. 2nd Floor ............................ 29,888 S.F. 3rd Floor ............................ 29,888 S.F. Total Area Main Building ...................................... 9 664 S.F. ) TOTAL GROSS AREA 90,820 S.F. I 1S0Y+A 29'- " El T E LE T 1 s 0 TO PA APT 5 TH GRA E ACCES A Fl T FL OR MAIN BUILDING HEIGHT: I 41-8 HEIGHT F 0 RA E T st FL 0 TO TOP OF P RAP Q E CEILING HEIGHT: OFFICE BUILDING: 0 9'-4" MAIN BUILDING: ALL FLOORS 0 11'-1" OCCUPANCY CLASSIFICATION: STORAGE S-1. MODERATE -HAZARD STORAGE CONSTRUC11ON CLASSIFICATION: All Buildings: Type:11-B Office Building: Non-7Spft4ered Main Building: Sprinklered OFFICE BUILDING MIN. NUMBER OF EXIT: 1 (per Table 1006.2.1) PROVIDED: 1 EXIT MAIN BUILDING MIN. NUMBER OF EXIT: 2 PER FLOOR (per Table 1006.3.1) PROVIDED: 1st FLOOR: 6 EXITS 2nd FLOOR: 2 EXITS 3rd FLOOR: 2 EXITS MAX TRAVEL DISTANCE: 200' (STORAGE S-1) (SPRINKLERED) (per Table 1017.2) 100' (STORAGE S-1) (NON-SPRINKLERED) MIN. COMMON PATH OF TRAVEL: 100' (STORAGE S-1) (per Table 1006.2.1) MAX DEAD END CORRIDOR: 50' (per Section 1020.4) MAX HEIGHT ALLOWED: 75 Feet (Per Table 504.3a) MAX NUMBER OF STORIES ALLOWED: 3 Stories (Per Table 504.4) MAX AREA ALLOWED: 52,500 per Story (Per Table 506.2) OCCUPANCY LOAD OFFICE BUILDING: OCCUPANCY An OCCUPANT RATE OCCUPANT LOAD (S.F./OCCUPANT) 1st FLOOR BUSINESS 1,156 150 8 TOTAL 1,156 8 Maximum anticipated load is 8 people. EGRESS WIDTH PER NFPA MINIMUM Doors: 0.2"/person 1st Floor (Business Area): Calculated required egress width for doors: 8 people x 0.2"/person = 2" Egress width of doors provided: (2) x 36" (70" clear) = 72" MAIN BUILDING: OCCUPANCY AREA OCCUPANT RATE OCCUPANT LOAD (S.F./OCCUPANT) 1st FLOOR WAREHOUSE 29,888 500 60 2nd FLOOR WAREHOUSE 29,888 500 60 3rd FLOOR WAREHOUSE 29,888 500 60 TOTAL 89,664 180 Maximum anticipated load is 180 people. EGRESS WIDTH PER NFPA MINIMUM Doors: 0.2"/person 1st Floor (Storage A Calculated required egress width for doors: 60 people x 0.2"/person = 12" Egress width of doors provided: (6) x 48" (44" clear) = 288" 2nd Floor (Storage Areal Calculated required egress width for doors: 60 people x 0.2"/person = 12" Egress width of door provided: (2) x 36" (34" clear) = 72" 3rd Floor (Storage Area): Calculated required egress width for doors: 60 people x 0.2"/person = 12" Egress width of door provided: (2) x 36" (34" clear) = 72" Stairs: 0.3"/person Calculated required egress width for stairs: Max. 60 people x 0.3"/person = 18" Egress width of stairs provided: (2) x 44" clear minimum = 88" minimum STORAGE UNITS TOTAL NUMBER OF UNITS OVERALL- 622 UNITS NUMBER OF HC ACCESSIBLE UNITS REQUIRED: 1-200 TOTAL UNITS = 57., BUT NO LESS THAN 1 200 AND OVER = 10 +2% OF TOTAL NUMBER OF UNITS OVER 200 NUMBER OF HC ACCESSIBLE UNITS PROVIDED: 10 +(4422 x 296) = 9 TOTAL HC ACCESSIBLE UNITS PROVIDED.....................................19 RELEASED FOR CONSTRUCTION 00 0 O �h wl �o __ It I0* Cr. Z d! Wn =M w C� �Q O� L0g T_!Z N E N� 48 N 0 0 (n Q C 0 W U 0, r , ISIONS F BY 02/04/22 05 10 22 05/31 /22 09/19/22 4 12/22/22 5 PRINTED PERMIT 02/04/22 REVISION-1 05 10 22 REVISION-2 05 31 22 REVISION-4 09 19 22 REVISION-5 12 22 22 ' AR97003 G�.022.12.20 TFRED Jere,0',` is h S a� Russ al n� •4 Digitally, ne.ob)0 Russello; Da, 22.12.26 09:17:29-06'00' THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY JEREMIAH RUSSELL ON THE DATE ADJACENT TO THE SEAL. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. rL�J 0 Q 0 Z LEI 0 Mw CL J 0 -1 .J 0 Lj W � M LLJ Z WE 0 z w D 0 O 3: 0:�Lv mN J zLd 0 0 '' p J N CL ul tM to SHEET TITLE COVER SHEET DRAWN XXXX CHECKED DATE 11/2021 SCALE AS NOTED JOB NO. 0000 SHEET C-0 OF SHEETS tilt �tl �I: - ..�1 -'4:R�e'4...�_ i.� IY�rr7JF :��f;.+11�.N �.. - - �. ..I�i •:�..Y-`•sLiI .�i. I 1 1 1 1 I J r I I I L , 1 r 1 I 1 I 1 I J I J 1 I 1 L r L i 1 I J 1 1 I L 1 I I 1 I I J r___-_______� ; 1 1 1 L 1 I 1 I I I I'I I 1 1 1 I 1 0 2 LSP.1 NORTH 0 1 LSP.1 NORTH * - 1 1 1 I ' 1 r 1 I `01 1 I _.-._------� r------ ----� r--------. O 12* r I SECOND FLOOR LIFE SAFETY PLAN NOT TO SCALE EXIT FIRST FLOOR LIFE SAFETY PLAN NOT TO SCALE I 1 1 * r I I I I 1 L 1 1 1 ; I 1 1 I I I I L I I I 1_ I I r-----------, r--- ---- -, j L --, r I 0 UPDATED BACKGROUND FIREFIGHTER SAFETY WARNING SIGNS FOR STRUCTURES WITH LIGHT-FRAMETRUSS-TYPE CONSTRUCTION IN ACCORDANCE WITH FLORIDA ADMINISTRATIVE CODE 69AA.012 ` �d:�',^ truUUfiI Cc[:::s shall 1r arked with N r F.R uctlurles w:LL-frame ' tru shall be marked -- i the leti " Structures with light -frame truss • floor and roof systems shall be marked with the letters "RIF." PROVIDE ROOF/FLOOR TRUSS (R/F) SIGNS PER FLORIDA FIRE PREVENTION CODE 2020, SECTION 69A-60.0081 AT BUILDING ENTRANCES. 1. 2. 3. 4. 5. 6. 7. 8. UPDATED BACKGROUND 9. RATED WALLS Symbols must be all weather proof and in contrasting color with back- ground. Maltese Cross shall measure 8 inches horizontally and 8 inches vertically. Maltese Cross shall be a bright red reflective color. Maltese Cross shall be Within 24 inches to the left of the main entry. Maltese Cross shall be not less than 4 feet above grade, walking surface, finished floor. Maltese Cross shall be not more than 6 feet above grade, walking surface, finished floor. Additional signs to be installed as determined by the Authority having jurisdiction. The complete rule is available on the State Fire Marshal's web site under Rules of the State Fire Marshall at www.mycfb.com/sftn. Single family residential property is not Included in this statute. FOR ELEVATOR SHAFTS A MINIMUM OF 1—HR FIRE—RESISTANT ENCLOSURE IS REQUIRED PER FBC Section 713.4. FOR STAIRS SHAFTS A MINIMUM OF 1—HR FIRE—RESISTANT ENCLOSURE IS REQUIRED PER FBC Section 1023.2. SEE SHEET A-14.1 FOR UL DESIGN U905 (2—HR RATED) DETAIL FOR ELEVATORS AND STAIRS SHAFTS FIRE—RESISTANT ENCLOSURES. APPLICABLE BUILDING CODES 2020 FLORIDA BUILDING CODE, BUILDING, 7th EDITION, WITH AMENDMENTS 2020 FLORIDA BUILDING CODE, ENERGY CONSERVATION, 7th EDITION, WITH AMENDMENTS 2020 FLORIDA BUILDING CODE, FUEL GAS, 7th EDITION, WITH AMENDMENTS 2020 FLORIDA BUILDING CODE, MECHANICAL, 7th EDITION, WITH AMENDMENTS 2020 FLORIDA BUILDING CODE, PLUMBING, 7th EDITION, WITH AMENDMENTS 2020 FLORIDA BUILDING CODE, ACCESSIBILITY, 7th EDITION FFPC, FLORIDA FIRE PREVENTION CODE, 2020 WITH FLORIDA SPECIFIC AMENDMENTS — NFPA 1 — NFPA 101 — AMENDMENT TO NFPA 1:50.7.2 NATIONAL ELECTRICAL CODE (NEC) 2017 EDITION 2010 ADA STANDARDS PROJECT DESCRIPTION AREA GROSS: Office Building.................................................................. 1,156 S.F. Main Building 1st Floor ............................ 29,888 S.F. 2nd Floor ............................ 29,888 S.F. 3rd Floor .......................... 29,888 S.F. Total Area Main Building ...................................... 89,664 S.F. TOTAL GROSS AREA 90,820 S.F. OFFICE BUILDING HEIGHT 1 STORY 18'-8" HEIGHT FROM GRADE LEVEL AT 1st FLOOR TO TOP OF ROOF WITH GRADE LEVEL ACCESS AT FIRST FLOOR MAIN BUILDING HEIGHT: 3 STORIES 40'-9" HEIGHT FROM GRADE LEVEL AT 1st FLOOR TO TOP OF PARAPET WITH GRADE LEVEL ACCESS AT FIRST FLOOR CEILING HEIGHT: OFFICE BUILDING: @ 9'-4" MAIN BUILDING: ALL FLOORS ® 11'4' OCCUPANCY CLASSIFICATION: STORAGE S-1. MODERATE —HAZARD STORAGE CONSTRUCTION CLASSIFICATION: All Buildings: Type:ll—B Office Building: Non—Sprinklered Main Building: Sprinklered OFFICE BUILDING MIN. NUMBER OF EXIT: 1 (per Table 1006.2.1) PROVIDED: 1 EXIT MAIN BUILDING MIN. NUMBER OF EXIT: 2 PER FLOOR (per Table 1006.3.1) PROVIDED: 1st FLOOR: 6 EXITS 2nd FLOOR: 2 EXITS 3rd FLOOR: 2 EXITS MAX TRAVEL DISTANCE: 200' (STORAGE S-1) (SPRINKLERED) (per Table 1017.2) 100' (STORAGE S-1) (NON—SPRINKLERED) MIN. COMMON PATH OF TRAVEL: 100' (STORAGE S-1) (per Table 1006.2.1) MAX DEAD END CORRIDOR: 50' (per Section 1020.4) MAX HEIGHT ALLOWED: 75 Feet (Per Table 504.3a) MAX NUMBER OF STORIES ALLOWED: 3 Stories (Per Table 504.4) MAX AREA ALLOWED: 52,500 per Story Per Table 506.2 OCCUPANCY LOAD OFFICE BUILDING: OCCUPANCY AREA OCCUPANT RATE OCCUPANT LOAD (S.F./OCCUPANT) 1st FLOOR BUSINESS 1,156 150 8 TOTAL 1,156 8 Maximum anticipated load is 8 people. EGRESS WIDTH PER NFPA MINIMUM Doors: 0.2"/person 1st Floor (Business Area Calculated required egress width for doors: 8 people x 0.2"/person = 2" Egress width of doors provided: (2) x 36" (70" clear) = 72" MAIN BUILDING: OCCUPANCY AREA OCCUPANT RATE OCCUPANT LOAD (S.F./OCCUPANT) 1st FLOOR WAREHOUSE 29,888 500 60 2nd FLOOR WAREHOUSE 29,888 500 60 3rd FLOOR WAREHOUSE 29,888 500 60 TOTAL 89,664 180 Maximum anticipated load is 180 people. EGRESS WIDTH PER NFPA MINIMUM Doors: 0.2"/person 1st Floor (Storage Area Calculated required egress width for doors: 60 people x 0.2"/person = 12" Egress width of doors provided: (6) x 48" (44" clear) = 288" 2nd Floor (Storage Area) Calculated required egress width for doors: 60 people x 0.2"/person = 12" Egress width of door provided: (2) x 36" (34" clear) = 72" 3rd Floor (Storage Area) - Calculated required egress width for doors: 60 people x 0.2"/person = 12" Egress width of door provided: (2) x 36" (34" clear) = 72" Stairs: 0.3"/person Calculated required egress width for stairs: Max. 60 people x 0.3"/person = 18" Egress width of stairs provided: (2) x 44" clear minimum = 88" minimum SYMBOL LEGEND �♦ NL I = 8' FLUORESCENT STRIP LIGHTING FIXTURE WITH EMERGENCY BATTERY PACK �_13 = 4' FLUORESCENT STRIP LIGHTING FIXTURE WITH EMERGENCY BATTERY PACK � D = 4' FLUORESCENT WALL MOUNTED FIXTURE WITH EMERGENCY BATTERY PACK LE = 2x2 FLUORESCENT LENSED TROFFER LIGHT FIXTURE WITH EMERGENCY BATTERY PACK 44 HE = EXTERIOR LED WALL SCONCE LIGHT FIXTURE WITH EMERGENCY BATTERY PACK OR ® =LED EXIT LIGHT EMERGENCY BATTERY PACK = LED EXIT LIGHT WITH TWO EMERGENCY HEADS EMERGENCY BATTERY PACK FE = FIRE EXTINGUISHER, WALL MOUNT �j FIRE EXTINGUISHERS WILL BE EVALUATED FOR LOCATION AND Y SIZE AT FINAL INSPECTION BY THE COUNTY OFFICIAL. RELEASED FOR CONSTRUCTION O �O O T_ 1^ Ld I I — O rn � I �0 V N Z d- 0f n Q O wn w0 Y Oz �g �Q Q Q Q) Cn Cn .E N Q> D 151 Cn a� U 0 Cn Cn Q P0 W Cn Q) T U 0 U C REVISIONS BY 02/04/22 05 10 22 05/31 /22 12 22 22 5 PRINTED PERMIT 02 04 22 REVISION-1 05 10 22 REVISION--2 05/31/22 REVISION-5 12/22/22 AR97003 022.12.26;' qE� •A�G�� Jerez is h S �4. Russ II Digital sig d b J� Jere ASS Dat ' 2022.12.26 I 5:49-06'00' THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY JEREMIAH RUSSELL ON THE DATE ADJACENT TO THE SEAL. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. w Q Of 0 � -- F— � Z W 0 LIJ CL 0 -1 _I 0 L J >�-- oL0 W Z D:f M CD 0 > J U?_J m m 3: � Ld u') LLJ Z Q � J ___l Q 0 W Ld Ln 0 0 �- O o N d. 0-1 VDU �N SHEET TITLE LIFE SAFETY PLAN — FIRST & SECOND FLOORS DRAWN xxxx CHECKED DATE 11/2021 SCALE 1/8" = 1'-0 JOB NO. 0000 SHEET LSP* 1 OF SHEETS .. _ - arc ,::. _ .... y .. ..__ •- -.��5 ."..1 .., - . n� It.Y ;S �f �i 4"; `:`lr ..- 1 = ��'. - - 'y j�.75.,�_ _. �I T.��. _.. .. I. - - I � ._ i q i _II ._ [MAW,tat . ter, 4" 2 LSP.2 NORTH J r I I L � I I I r I I I - I I I I J r I I I I � I 1 1 L - I 1 I r I � I. I I I I r I I' I I 1 0 1 LSP.2 NORTH � Q I I I 1 !1� I I I I I THIRD FLOOR LIFE SAFETY PLAN NOT TO SCALE OFFICE BUILDING -FIRST FLOOR LIFE SAFETY PLAN NOT TO SCALE / I I I I r I I L 1 I • 1 r I ------- ------------ ------------ -------- L --------------- r I I �rsJ I_ -- ----------- ----------- r I I I I I I I I I I I 1 I I I I I L I I 1 I I FIREFIGHTER SAFETY WARNING SIGNS FOR STRUCTURES WITH LIGHT-FRAMETRUSS-TYPE CONSTRUCTION IN ACCORDANCE WITH FLORIDA ADMINISTRATIVE CODE 69A-3.012 0 UPDATED :k: � w me trsystems shall be BACKGROUND withr uF.ff t_. me u ctures w` -fraI tru all be marked I the I " _i Structures with light -frame truss floor and roof systems shall be marked with the letters "R/F." PROVIDE ROOF/FLOOR TRUSS (R/F) SIGNS PER FLORIDA FIRE PREVENTION CODE 2020, SECTION 69A-60.0081 AT BUILDING ENTRANCES. 1. Symbols must be all weather proof and in contrasting color with back- ground. 2. Maltese Cross shall measure 8 inches horizontally and 8 inches vertically. 3. Maltese Cross shall be a bright red reflective color. 4. Maltese Cross shall be within 24 inches to the left of the main entry. 5. Maltese Cross shall be not less than 4 feet above grade, walking surface, finished floor. 6. Maltese Cross shall be not more than 6 feet above grade, walking surface, finished floor. 7. Additional signs to be installed as determined by the Authority having jurisdiction. 8. The complete rule is available on the State Fire Marshal's web site under Rules of the State Fire Marshall at www.mycfb.com/sfm. 9. Single family residential property is not Induded in this statute. RATED WALLS FOR ELEVATOR SHAFTS A MINIMUM OF 1—HR FIRE—RESISTANT ENCLOSURE IS REQUIRED PER FBC Section 713.4. FOR STAIRS SHAFTS A MINIMUM OF 1—HR FIRE—RESISTANT ENCLOSURE IS REQUIRED PER FBC Section 1023.2. SEE SHEET A-14.1 FOR UL DESIGN U905 (2—HR RATED) DETAIL FOR ELEVATORS AND STAIRS SHAFTS FIRE—RESISTANT ENCLOSURES. APPLICABLE BUILDING CODES 2020 FLORIDA BUILDING CODE, BUILDING, 7th EDITION, WITH AMENDMENTS 2020 FLORIDA BUILDING CODE, ENERGY CONSERVATION, 7th EDITION, WITH AMENDMENTS 2020 FLORIDA BUILDING CODE, FUEL GAS, 7th EDITION, WITH AMENDMENTS 2020 FLORIDA BUILDING CODE, MECHANICAL, 7th EDITION, WITH AMENDMENTS 2020 FLORIDA BUILDING CODE, PLUMBING, 7th EDITION, WITH AMENDMENTS 2020 FLORIDA BUILDING CODE, ACCESSIBILITY, 7th EDITION FFPC, FLORIDA FIRE PREVENTION CODE, 2020 WITH FLORIDA SPECIFIC AMENDMENTS — NFPA 1 — NFPA 101 — AMENDMENT TO NFPA 1:50.7.2 NATIONAL ELECTRICAL CODE (NEC) 2017 EDITION 2010 ADA STANDARDS PROJECT DESCRIPTION AREA GROSS: Office Building.................................................................. 1,156 S.F. Main Building 1st Floor ............................ 29,888 S.F. 2nd Floor ............................ 29,888 S.F. 3rd Floor ............................ 29,888 S.F. Total Area Main Building ...................................... 89,664 S.F. TOTAL GROSS AREA 90,820 S.F. OFFICE BUILDING HEIGHT 1 STORY 18'-8" HEIGHT FROM GRADE LEVEL AT 1st FLOOR TO TOP OF ROOF WITH GRADE LEVEL ACCESS AT FIRST FLOOR MAIN BUILDING HEIGHT: 3 STORIES 40'-9" HEIGHT FROM GRADE LEVEL AT 1st FLOOR TO TOP OF PARAPET WITH GRADE LEVEL ACCESS AT FIRST FLOOR CEILING HEIGHT: OFFICE BUILDING: ® 9'-4" MAIN BUILDING: ALL FLOORS 4 11'-1" OCCUPANCY CLASSIFICATION: STORAGE S-1. MODERATE —HAZARD STORAGE CONSTRUCTION CLASSIFICATION: All Buildings: Type:ll—B Office Building: Non—Sprinklered Main Building: Sprinklered OFFICE BUILDING MIN. NUMBER OF EXIT: 1 (per Table 1006.2.1) PROVIDED: 1 EXIT MAIN BUILDING MIN. NUMBER OF EXIT: 2 PER FLOOR (per Table 1006.3.1) PROVIDED: 1st FLOOR: 6 EXITS 2nd FLOOR: 2 EXITS 3rd FLOOR: 2 EXITS MAX TRAVEL DISTANCE: 200' (STORAGE S-1) (SPRINKLERED) (per Table 1017.2) 100' (STORAGE S-1) (NON—SPRINKLERED) MIN. COMMON PATH OF TRAVEL: 100' (STORAGE S-1) (per Table 1006.2.1) MAX DEAD END CORRIDOR: 50' (per Section 1020.4) MAX HEIGHT ALLOWED: 75 Feet (Per Table 504,3a) MAX NUMBER OF STORIES ALLOWED: 3 Stories (Per Table 504.4) MAX AREA ALLOWED: 52,500 per Story Per Table 506.2 OCCUPANCY LOAD OFFICE BUILDING: OCCUPANCY AREA OCCUPANT RATE OCCUPANT LOAD (S.F./OCCUPANT) 1st FLOOR BUSINESS 1,156 150 8 TOTAL 1,156 8 Maximum anticipated load is 8 people. EGRESS WIDTH PER NFPA MINIMUM Doors: 0.2"/person 1st Floor (Business Area) Calculated required egress width for doors: 8 people x 0.2"/person = 2" Egress width of doors provided: (2) x 36" (70" clear) = 72" MAIN BUILDING: OCCUPANCY AREA OCCUPANT RATE OCCUPANT LOAD (S.F./OCCUPANT) 1st FLOOR WAREHOUSE 29,888 500 60 2nd FLOOR WAREHOUSE 29,888 500 60 3rd FLOOR WAREHOUSE 29,888 500 60 TOTAL 89,664 180 Maximum anticipated load is 180 people. EGRESS WIDTH PER NFPA MINIMUM Doors: 0.2"/person 1st Floor (Storage Area Calculated required egress width for doors: 60 people x 0.2"/person = 12" Egress width of doors provided: (6) x 48" (44" clear) = 288" 2nd Floor storage Area Calculated required egress width for doors: 60 people x 0.2"/person = 12" Egress width of door provided: (2) x 36" (34" clear) = 72" 3rd Floor (Storage Area Calculated required egress width for doors: 60 people x 0.2"/person = 12" Egress width of door provided: (2) x 36" (34" clear) = 72" Stairs: 0.3" Zpersonn Calculated required egress width for stairs: Max. 60 people x 0.3"/person = 18" Egress width of stairs provided: (2) x 44" clear minimum = 88" minimum SYMBOL LEGEND ♦ NL = 8' FLUORESCENT STRIP LIGHTING FIXTURE WITH EMERGENCY BATTERY PACK �01E_1 = 4' FLUORESCENT STRIP LIGHTING FIXTURE WITH EMERGENCY BATTERY PACK D = 4' FLUORESCENT WALL MOUNTED FIXTURE WITH EMERGENCY BATTERY PACK LE = 2x2 FLUORESCENT LENSED TROFFER LIGHT FIXTURE WITH EMERGENCY BATTERY PACK 4HE = EXTERIOR LED WALL SCONCE LIGHT FIXTURE WITH EMERGENCY BATTERY PACK OR ® = LED EXIT LIGHT EMERGENCY BATTERY PACK = LED EXIT LIGHT WITH TWO EMERGENCY HEADS EMERGENCY BATTERY PACK FE = FIRE EXTINGUISHER, WALL MOUNT FIRE EXTINGUISHERS WILL BE EVALUATED FOR LOCATION AND SIZE AT FINAL INSPECTION BY THE COUNTY OFFICIAL. RELEASED FOR CONSTRUCTION 00 O C) O r—r�, wl O d- I 0 0 cV Z �t � r�7 QO Ld Lii Y 0 O z L17 f— U IW-- U Q Q) Cn .E N D a V J •U 0 Cn Q �J REVISIONS BY 02/04/22 05 10 22 05/31 /22 12/22 22 5 PRINTED PERMIT 02 04 22 REVISION-1 05 10 22 REVISION-2 05/31 /22 REVISION-5 12/22/22 • AR97003 0 022.12.26." AED A� Jere" iah S t Russ II Digitall Sig" by Jere - ss..,. D 2022.12.26 �5:31-06'00' THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY JEREMIAH RUSSELL ON THE DATE ADJACENT TO THE SEAL. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. W V Q 0 F— Cr) Z LLJ 0 12 LJ a_ _J 0 —a _J 0 LIJ 0:� N Q L0 LiJ Z Er- M M 0 0 > z_ LLJ J UJJ � � m 0 3�: ry LLJ m u z J J �w C� cn 0 0 �- O N CL �D U o N SHEET TITLE LIFE SAFETY PLAN — THIRD FLOOR DRAWN xxxx CHECKED DATE 11/2021 SCALE 1/8" = 1'-0 JOB NO. 0000 SHEET LSP.2 OF SHEETS _ _ _ _ .. . , . .,:7. . ^-:�+ - � ":i �.`. • .,. :.�:� r r.'.°'�4 O r�+,� T tiyl�')' Y- � t � I - - _- - — _ �'r.x _{ _ 7 WNSE r`�if i I..-.� :. '--i � �,. ,;,.. ..� '..I. I- .. I I 1;'� .� .. :-',. ._:II. . .._ I � � -., .�. .�,•S .,. / �._.i - .. ... 1 �i4«-Slf lei alder r- . �.�'r I I , �I � �. I i System No. W-L-1195 F Ratings - 1 & 2 Hr (Sec Itcm 1) T Ratings - 3/4 and 1-114 Hr (See Item 1) SECTION A —A 1. Wall Assembly - The 1 or 2 hr fire -rated gypsum twallboard.'stid wal. assembly shall be c wLstructed of the materials and in the manner specified in the ir-dividuaT. U300 or U400 Saics Wall and Partition Designs in the UL Fire Resistance Directory and shall include the following constructior- features: A- Studs - Wall framing may consi--t of tither wood studs or steel charnel studs. Wood studs to consist of nom 2 by 4 in. lumber spaced i6 m- OC wit-ii nom 2 by 4 im lumber end plates and cross braces. Steel studs to be min 3-5.'3 in. wide and sp( red has 23 in. CC. B. Wallboard, Gypsum* - Thicknes3, type, number of layers and fasteners as required in the individual Wail] and Partition Design. Max diam of opening is 3- I12 in. The hourly F Rating of the firestop system is equal to the hourly fire rating of the wall assembly in which it is installed. The hourly T Rating is 3/4 and 1-1:4 hr is for 1 and 2 hr rated assemblies, respectively. 2 Through Penetrating Products* - Flexible Metal Piping - Isom. 2 in. diarrl (or smaller) steel flexible metallic piping. Mae one flex metal piping to be installed either concentrically or eccentrically within opening- The annular space between piping and pc7phery of opening shall be min 0 (paint contact) in. to max 1 in. Piping to be rigid:y supposed on both sides of wall assembly. Plastic covering on piping may or may no: be removed on both sides of wall assembly. Omegaflex Inc. - TracPipe Flexible Gas Piping 3- Fill, Void or Cavity Material* - Sealant - 'tin 5/S and 1 in. thickness of fil: material for 1 and 2 hr fire -rated wali assemblies, respectively„ applied within the annulus, flush with both sudiccs of wall. An additional ill: in. dia-n of Ell material applied at gypsum board'Fenetrarit interface at point contact location on both surfaces of wall. Johns Manville Internatiomtl, Inc. - FiretempF Cl *&-irinj the 1,1. Clacsific?rion ivfark:ng UL Underwriters Laboratories hic.�� F L02'JW2(N- ) FIRE SUPPRESSION DETAIL NOT TO SCALE g C us System No. HVV-D-0048 Assembly Ratings 1 & 2 Hr (See Item 2) Nominal Joint Width -3/4 hL Class H Movement Capabilities - 33% Compression or Extension I f 1B %1 I - t 3B, l----�----—rr----, f/A I 0 ( 11 Ij t 11 2B A 2C SECTION A -A 1. Floor Assesu ly - Tnc fluted goad dmk,,concretc floor zssemtdy shall be constructed of the materials and in the wanner described in the individual F.00r-Ceiling Design inthe UL Fire Resistance Direcwry and shall include tt:c following constr non features: A. Steel Floor and Form tilts* - Mar 3 in. deep ga;v fluted units. D. Concrete - Min 2-I.r2 in- thick reinforced �oncrctc, as measured from the top plant of the floor units. IA- Roof Atlswmbty (Not Shoanl - As an alternative to the floor assembly, a fire -rated fluted steel deck roof assembly may be c; The roof assembly shall be cohs-.nuteei of the materials and in the manner described in the inndividual P900 Sa'ies Roof -Ceiling Design a: the UL Fire Resistance Directory. The hourly rating of roof assembly shall be cpul or greater teen the hourly rating of the wall assembly and shall include the following con32ticbon features: A Steel Roof Deck - Max 3 in- dccp gale sled fluted roof deck. B. Roof ifnsulation - Min 2-1/4 in. taick poartd in.,-ulation concrete, as mewed from the top plane of the floor unim C- Roof Covering, - Hot -mopped or cold-aippdcation materials comparyble with insulating concrete. Wall Assembly - The I or 2 hr fire rated gypsttcn beard/steel stud wall assembly shall be constructed of the mat rials and M the manner described in the individual U400 - Series wan or Partition Design m the UL Fire Resistance Directory aOd shall include the fallowing corstruction features: A. Steel Floor And Ceiling Runners - Floor and ceiling numen of wall assembly shall cx.lig of gaily Mod channels sized to scccmmodaoe steel studs (Item 2i1). Wben U-shaped deflection ehaaaeI (Item 3A) is used, ceiling "acr Lwtz'kd within the deflection c'uartnnel with I in. gip mainuined between the aV of ceiling runner and top of deflection plate. When deflection c.;Omel is not used, ceiling runner is secured to valleys of steel floor units iltem IA) with stmi fa,-icnexs or by welds Saced max 24 in- OC. Al. Light Gauge Framing* - Slotted Ceiling Runner As an alternate to the ceiling m=er in Item 2& sloped ceiling runner to coalist of gaily vttxl channel with siotted %. wges sized to arxommodatae steel stud. (Item 213 j. Slotted ceiling runner secured to valleys of steel fasteners spaced max 24 in. OC. When slotted ceiling runner is LNml, d--facetiun c*mnnel (item 3A) shall sot be used. AI TAL -LITE n C The System SLIPTRACK WcMEMS INC,- SIP-TRK 0 Underwriters Laboratories Inc. (ir."'Nl FIRE SUPPRESSION DETAIL NOT TO SCALE its System No. W-L-1154 F Rating-1, 2,3 & 4 Hr (See Item 1) T Rating - 0 & 1/4 Hr (See Item 2) e A SEC70N A -A I- Wall Assembly - The 1, 2, 3 or 4 hr fire -rated gypsum wallboard/stud wall assembly shall be constructed of the materials and in the manner specified in tide individual LJ300 or U'400 Series Wall and Partition Designs in the UL Firc Resis-ran-c Dircctorr and shall include the following construction features: A. Studs - Wall naming may consist o: either wood studs or steel channel studs- Wood sty -Is to consist of nom 2 by 4 in. lumber spaced 16 i~_ OC. Steel studs to be nun 3-5!8 in. wide and spaced max 24 in. OC. B. Wallboard, Gypsum* - Thickness, type, number of layers and fasteners as specified in the individual WLI and Partition Dcsigy Max Siam of opening is 25-3/8 in. The hourly F Rating of the firestop system Is equal to the hourly fire rating of the wall assembly in which it is installed. 2. Through Penetrants - Ode metallic pike, conduit or tubing installed either concentrically or eccentrically within the firestep system. Ilse annular space between pipe, conduit or tubing and periphery of opening shall be min 0 (point contact) in. to max 1-3.'8 in. Pipe, cood-ait or tubing w be rigidly supported on bath sides of wall assembly. The following types anc sizes of metallic pipes, conduits or tubing may be used -- A. Steel Pipe -The following types and si= of steel pipes may be used: 1 A. Nam 4 in. diam (or smaller) Schedule 7 (or heavier) steel pipe. 2A. Nout 8 in. diam (or smalkr) Scacduk 10 (or heavier) steel pipe. 3A. Nom 10 ir- dram (or smaller) Schedule 20 (or heavier) steel pipe. 4X Notn 24 ic. dram (o: sinaller) Scw6ule 40 for heavier) steel pipe. B. Iron Pipe - Nora 24 in- diam (or smaller} cagt or ductile iron pipe. When iron pipe is used T Rating is 114 hr. When steel or iron pipe is used T Rating is 114 hr for nom 4 in, diem (or smaller) and 0 hr for steel or iron pipes greater than now 4 in. diam. C. Conduit - Norr 4 in. diam (or smaller) steel electrical metallic tubing (EKI). When EMT is used T Rat mg is 1i4 hr. D. Conduit - Nom b in. diam (or smaller) steel conduir. When steel conduit is used "1' Rating is 1A hr. E. Copper Tubing - Nom 6 in. dianl (or smaller) Type L (or heavier) cropper tubing. Wbeu copper tube is used T Ratir-g is 0 hr- F. Copper Pipe - Nvm 6 in. diam (or iinaller) Regular (on ccavicr) -upper pipe- When copper pipe is used i Bating u 0 hr. 3. 1-ill, Void or Cavity Material* - Sealant - Min 5B it1. thickness of till material for 1 hr rated wall assemblies and I in. thickness of fill material for 2, 3 or 4 hr rated wall assrrrlhlics, applied within the annulus, flush with both surfaces of wall. At point contact location between pene=. t and periphery of opening, a min 112 in. ciam brain of fill wat=ial .Mall he installed at the walihnardilene:Ta.7t interface on hoth surfaces of wall. Johns M. an%ille International, Inc. - Firetempl) CI 'Bcarins the l..I_ C!a_ssifcari•x Mar1king �L Under>arriters Labaratories Inc. FIRE SUPPRESSION DETAIL NOT TO SCALE Jota�sMarn�e n•W1F.L''r1 Frctanp' C1 caeH Is a ktar-basa& k*ATesc" cat& de-KWW b stop 3-4 prssaye d fa0. VICCf, ar'd rrfrs eland n :ra rate- soprranorts. Fiatert p CI catji bats a Cireole anc AcaNs seal after curkq Cars F'retnv- C1 taut pra"O*s Ar. RUCA re !Iresw temem p vaaciv mate: W!, tech a- -rid p�a� cbra.t. rides, era d1 efs sd mo: Corrr�orr soar. cod tee its end jCw t cwsaucvsn m arr/ c--n wLn= a woos onwex. comae-• Wort, loot a■fd 9rinn rt mild sd,aTaA,Tts err U*RL Wien '-gnsed rb rwr ttmFerskvv' or rwe Fietertti CI c ^A, mpand; in vakow to wale/ ccw Of vci PA by r,el'x+g or NanK comaucdon nwtwmis. 5M1e c•rVrtteM Frareni Ct -auk carte r! WWd Mr -CIA). iw an ipecrrg z dw rMtcu mixing tee"use of acodwal rmwitfs sLch es metal clan or waps. Thb *r e*.% nsta'aton and mdrllr■tes MG TaaKiols needed at the jobsits Si■tplAW hoododea. Flrrtnp C, -alike is tstaeed Mil standard as web as relo kde cauhivggtsu Pii -wV Is .-" r-auFed r-trzr s e verualay. Fie sav i-: call acr•res ea" W a y or damp LurLrm Taxed nisi. end Lthw "nron UAaW rmm(al _Irfa.a l Fludaty freimp cmoL%WanusmInjwv-accoffmKdates LF ro .:1 aercom 0.1 n rlverner t cor;res slardaxlem ::n.1! rtrains %xV.Ae erd hilly resis:br': tc we,er ~ r..,iinp GNW4a•ea f v"Tp C 1 cavk has bier riled br Nun&vds of fr estop kniaiamm arts meets or exceeds rie regrnro "fK& cf ASTM E tit Asr.A E ' .5. UL 147% u x79. CAWULC S' 15. and CAPL AC SW Undwv"er, Ublr000des (Ul.) r, a Itiru party. "endlra-ce teswg agerry acc Bled by ICBh BOCA and SBC:.i (Nadon.al EvakiXion Smvlws) In 21Z UfW*d SUffac Adctkmw Text-q F`aerp' C caLA sacorws an irswal-omponeni in a complau >r-IW rg sys fim-1 wear, pipe peneraums 14VAC t:uxi. jui-1L5, a.Td'la1 Ike. r(r ha FVMWL 1bPtW'A= Firetemp- Cl Ir& mescereCaulk _ ; - Eli 7 sk. C etrmnxl ter■ mstves of 3WF ,MT) for 24 ha". Dimarasral vwre vied Addlir life accwad vwAsris NM per ASTM C BO, DrWW mstkV 1+8s dmrrls.Tatad R•etlYM CI talc's tigiy erase prDDOMM V#bm tasad it 3ax1&6d fro cxTdoom t)ti6.tbrnescent tack a-Wmed Lr*x Yy, to at bass "M W*s Is "w%al Arse, witiwt uw rg fmbAe 0 at1w compCfffT•a *W rested ,ter ASTM E N. fie Remo spread was <25 end smoke de';ek4w'd was <A Corrosion and mlcrowi grwnr were tL-eel usiK procedures c,,0kwd r ASTM C %5 fi■4a. CI -atilt' Mq not Wor-Tre ft ca'-osm d uccl capFcr, or zkr cow. bu ray cane Oez=oloraCdn cr. gaMarazst rsrsl striates. Atse..iresee Cl calAk toes Ifs 9qpm weld grotNh 'be use bt f mwip Cl -alit wdl mswre she acaaacal psecmama feral (SK ratirlj s 0reteap sysms used in uardam bLMo tg censrucim *ten tested ace v*w, so ASTM E 96-30. AeaiiAml Freteexl c7 milt is uipphed on Id 1 dt (W no angel 29 or a50 ff* can& tars aw in 5 gal. MS Ll plasCc paas Cats mil[. ecailry s cew acA)ca used in these cerepW throes xa pec!(agef to sons or 12 tubes per bat �p'l j)LiIfTS ft!#XES r'WId fl'!" t}X fpliie f proelr, tndre r,a tux-. ct mr<e acearlral ern are tsow Cw6rap in Tabe 1. FTa;erm C1 Cm.k Ter: Dau Esimted praline LSage wK vary treDK" 14m rLesoD{ corrwatcn -tw-k esmsdr4:her. kFco mare Fkewrtp C1 c x k W, pans ft: ■ has al &The p.'vy ccd Cttlra(!rtrxs delved in a issMFvn padeet Once Tac!e cal Services atscsoed and .cued t her exc,*eM SLHAW7. even arW r0V for techncat aLssiuwce. c i I E3I-322-112`- CGT'pwe ,reeks art freemy tertpefanres Cl -1-'r (. 'c1 are eaposxe t&V wmca k 1cr nwLn and pcduct kerame is 3relta]4- Fran lohm Martnie �`cmv. Irformcticn Center, l �06E54 3:02. FIRESTOPPING INFORMATION NOT TO SCALE System No. W-L-2169 F Rating -1, 2, 3 Oil• 4 Hr (Sec Item 1B) T Rating -1, 2,3 & 4 Hr n A SECTION A -A 1. Wall Aswmbly - The 1, 2, 3 or 4 hr fire -rated gypsum wallboard stud wall assembly shall be constructed of the a±atLxials and in the manner specified in the rdni&W 1�-300 or U400 Series Rrall and Partition Designs in the UL Fire Resistance Directory and shall mchzde the followmg construction feantrcs: A- Studs - Wall framing may txmist of either wood studs- or .noel channel studs. Wmd .midY to consist of nom 2 by 4 in. lumber spaced 16 in. OC. Steel studs to be min 3-58 in. wide and spaced malt 24 ia. OC. B- Wallboard, Gypsum* - Thickness, type, number of layers and &stmers as specified in the individual Wall and Partition DcsirL Max diem of opening is 3-18 in - The hourly F and T Ratings of the frr'estop "era are equal to the hloarly fire rating of the assembly is whkh it is installed- 2. Through Penetrants - One nonmetallic pipe or tubing installed either conczatrically or eccentrically within the firestop system. Pipe or tubing to be rigidly supported on both sidles of wall assembly. The following types and sizes o= nonmetallic pines or tubing may be used: A. Chlorinalyd Polyvinyl ChkKide (CPVC) Pipe - Nan 2 in. diam (or smaller) SDR 11 CPVC pipe fcr nse in closed (process or supply) piping systems. The annular space between pipe and periphery of opening shall be min 1/4 in. to max 112 in. B. Crooslinked Polyethylene (PEX) Tubing - Piorn I-1/2 jL diam (or smaller) SDR 9 PEX tubing for use in closed (process or supply) piping systems. Ile annular space betvivm tubing and periphery of opening sha!I he min 1/4 in. to Ir-ax lit t. C. Polyvinyl Chloride (PVC) Pipe - Nom 2 in dia n (a smaller) Schedule 40 solid core or cellular core PVC pipe for use in closed (process or supply-) piping system. The annular space between pipe and periphery of opening shall x min 1;4 ire. to max L7 in. 3. Fill, Void or Cavity Material* - Sealant - Min 5,8 in. thickness of fill material for 1 hr rated wall assemblies and min I in- thiciarciis of fill mat-mal for 2, 3 or 4 nr rated wall assemblies. applied within the annulus, (rush with both 3urfacea of wa'1 Johns Manville International, Ine - Firetemp(D CI, CE 'Bearing the UL Classification Markin, Underwriters Laboratories inc.t FIRE SUPPRESSION DETAIL NOT TO SCALE Firetemp- CI Asamm ca t Calm T&0N 1. rw"wW [I:;A a Taal fW- C trey n xd der a k'�y r4c:De � MWuww ALbu Wdo: "M < 4-4 so"s Canna 1wm 12•G [ieS'1ct) mp n lTs6 .c..rzaa,ea a'ox tV a iGEV �Iramrelry Cxlq 1$uitn.26G CycAe t,11.L ?us � tax■aIt■tpt Q><kf. S&ftUW. Fastset)f r,."eilq. -la'* :-zs-r.. u dhp Pam 7S-Q!'r (i4-q'q" 26 drys '<ef 2Z" ,IM. 14 bra Pass 30aI n4M. 26 nom. Pere nr'wi•erlA F's" -tml (-WC1 22 car <47ffi 3165 'UM 24 nN 1 Sri cvwo r- WSDA C &W! shod COPPa PM Aftnium Pas Sneer ConOe•1n tar &mould(. s; . kU Seed 1/ "V a ►a ss k%uubw Grow, Osruc tllSr Pat+ Srtace 9•"`a9 OWSOeraeics ;"TPA r M 10 $T[Yta 10 gonna-mrcisy hM CP=R w—M E MR Pass STC'Jreeclw coal delver IRA. eartal Ime1 Rd Jd=Manvd1e InstAmbo 4 42 Fixer non Syserx P0-8ca SICS serve -.COW' 510E LSA rt-Tnet ant Jfi~N.jn.-cm T•T'r' ' M 1✓e.rh Y cot ^.A =� he/re1 Ml6nttaY(xt T`rJtrcal Asus" slue IRarsutaral M 554-a10. l> 0 322-1129 X1 01 r1m Fes '303) M-w 1'fe Y+wcal arse chow -al prspe b&% of !.step' Ci represent hplcal, alrrge rims o3mled n acco nwe Aio amepw tint, we ds and are sd1)pC to nwmA rrarTlacurxg vwiKiora T1sty «. stgpieo as a tactr,i��l aan,ce ,r16 are s,lbjea b -mange watfou mace. Nwvwx' A Garr Spread arW mmko aavaop,td'atrgt era tut r,errC'ed W rarea ularde prasraad or *.I or airy ae.tr mewak -000 acre *0 cartlllians Chcc►'IMC7 OK Awn MvvvAc Sacks Mca nearest yob w &sure aer'err .4urrutoi- All Jabs Wnwale predwft are geld %gym ie Mm tilasf•iae's timid 1Mana■ty air/ t.i.iali.e of a.a.ey. Far a ca/y of elf. r.raa nit..a. Lind llfwamly &,W ti.NRian ar asw. -1 cal So 616 rani« seas For Won vwwn an cellar Kivu khrnie therrAd r 3ub'xa i Ard syskm and a up, at Aw Spec Gera CSI Owsarm socufw- turT. cri 606-6844 M To access autym,.ed I=-ai-dersW savrce rn tFe LvvWa Sus im wv Ca rwU, vv-V4 cod for n a ran f priori. iY„E•lit �I HZA'-D-0048 A2. Light Gauge Framlag* - Clipped Ceiling Runner -.ems an a'aernate to the ceiling runner in Item 2A and 2 40, capped runner to :-onsist of gals st=I channel with clips preformed in track flanges which positively engage the inside flange of the steel studs (Item 213). Track flanges to be min 2-U2 in. clipped ceiling i-ntallcd perpendicular to dirccticn of fluted steel floor units and secured to valleys wit steel fastmicis spaced max 224 in. OC. When -tipped ceiling runner is used, deflection channel (Item 3A0 shall not be used. TOTAL STETL SOLUTIONS LLC - Snap Trak A3. Light Gauge Framing* - Vertical Deflection Ceiling Runner - As an alternate to the ceiling runner in Item 2A, 2A1 or 2A2, vertical deflection ceiling runner to consist of gale steel channel with slotted vertical deflection clips ;mechanically fastened within runner. Slotted clips, provided with step bushings, for permanent fastening of steel stt:ds. Vertical deflection cedin,- runner installed perpendicular to direction to fluted steel floor or roof deck and secured to valleys with steel fastFncrs spaced max 24 in. OC. When slotted ceiline runner is used, deflection channel (Item 3A) shall not be used. THY STEEL NETWORK INC. - VcrtiTrack V"ID358, VTD400, VTD600 AND VTD800 B. Studs - Steel studs to be thin 3-5.'8 in. wide. Studs cut 1.12 to 3/4 in. less in length than assembly height Studs attached to ceiling runner with sheet meml screws a min of 1.2 in. below bottom of deL7ecuon charnel. when deflecti(-n channe' is used. Wben deflection channel is not used, studs shall not be secured to ceiling runner. When slotted ceiling runner (Item 2A1) is used, steel studs secured to slotted ceiling runner with Nc. 8 by 12 in- long wafer head steel studs at midheight of slot on each side of wall When vertical dellomon ceding r1;nri (Item 2.A3) is used, steel studs secured to slotted vertical deflection clips, through bushings, with steel screws at midheight of each glot. Stud spacing not to exceed 24 in.. OC. C. Gypsum Board* - Gypsum board sheets to be installed to a thin total thickness of 5/8 in or 1-1,'4 in- on each side of the will for a 1 or 2 hr fire rated wall, respectively. Wall to be constructed as specified in the individual Wall and Partition Design in the UL Fire Resistance Directory, except that the gypsum board is cut to fit the contour of the steel floor units wih a nom 14 in- gap. 'tne screws attaching the gypsum board to studs at he top of the wall shall be located 1 in. below L'Ye bottoul of the deflection channel, when deflection ch3ruiel is used- When deflection channel is not used, the screws attaching the gypsum board to studs at the top of he wail shalt be located I is bc!vw the bottom of the ceiling runner. The hourly fire rating of the joint system is dependent on the hourly fire rating of the wall. Joint System - Mai separation between bottom of floor and top of wall is 3/4 in. 'Ihe joint system Is designed to accommodate a max 33 percent compression or eitension from Its installed width- The joinL system consists of a deflection channel and a Sll material, as follows: A- Deflection Channel - (Optiouetl) - A nom 3-5/8 i:r. wide by min 2 iL. deep min 24 gat steel U-shaped channel- Deflection channel secured to valleys o` steel floor units (Item IA) with steel fasteners or by welds spa-cd max 24 in. OC. The coiling rLLVnCr (Item 2A) is installed within the deflection channel to maintain a 1 Ln. gap between tide top of he ceiling rrwer and the top of the deflecticn channel. 'Ihe ceiling runner is not fastened w die defection channel. For-1 hr hysLems, boni.1 breaker tape to be applied to deflection charnel an both sides of wall. B. FIR Void or Cavity Nlaterial* - Sealant - Min 51 in. thi-knnb of fill mdwrial iristdLcd on each side of the wall between the Eop of the gypsum board and all surfaces of the steel floor units, fhLsh with each surface of gypsum board. Johns Manville international, Inc. - Fire:empV CI, F retemA CE the IN Classification Marking Underwriters Laboratories Inc- L LiOMT lhff R O1FFT O'IN. ttKrlil CC7Gatf'7p- 1-i4. 1-eftas opt No,EOA 2 HE A 1C PM (Not Fat Lm UN A UI"r Olt!. Orr1a4 -fCW'00 tUnMAI- CERAMC Fan OR MWAEWX lk. a- 4- FLI- YOV OR CAvtT7 MATmA- TLAl'tM r TTr'E FOWS OR PMT&M 6ERKS CalrVaV. • 676TB1 DF.6AiN EVALWI® TO lYE TtE Tt31TJaATLRE Ida Lr hem Eta • DEaION MOW W-CH UL CLA WED *Y671 t NO- R. EVALL A= to LL sTMDAM 14-M (AeTn Prf14i • MTALL FNW6TOP C4Grr47,r o TO A ❑ET PEFM TMI(]Of66 CP !-Vr Mt1IYli • M4I•tn A *a1 6PACM (MMEEN PV-F Atop &CC CF OMDQN ), SAV -J 1 HOUR RATED FIRESTOP FOR METALLIC FIFE PENETRATIONS THROUGH CONCRETE FLOORS NOT To ecAL! L t'LOOrt OR t1AlL ASSEP10LY - "K 4-0- TWM PE ORMV UlM tktl7f qe Noltt' trlrn (WO-60 PCP-) CO/t7[IHr WALL& MAY ALW 00 C0,0MA TM Cr AWL a ASOFIFD C04:p" OLOCKA 6. MAX DL*l" OF or"M I6 b NCM&. 6u CONrWM MOCK6e (CAM C t&-,CRY N 71.E FM IV616TA4CV "REZORY Fan NAree a PWtPAOT1AK1ea L irrtotld1l FOiTI-AM 6 . 0a N(M ETA LIC r11"F oR C4r"T CWrMW Vrn4r MM. eTcr 6t 67Bt A MCKONLM SPACE dr' w K ISreapED un1N Ts! F11laTCr •Y&TV t r1f'! CPR CCNVW To tM swoL7 VA'PVFUW CN PON K" OF )LOOK OR uALL TE FCILCOM 1 1 8 A10 64E6 - HaRIUALLIC Pt"96 00 GaOL A HAY BE MOD, alma OF w4fIFTALLIC rMb AHD COWNr ru7 BE, A "CL YvwrL C3-& E f-ci PIPE - WAt 40C Owt (OR •-IALLM 6ci. Q La AA PVC rare Far UM N CLOMD (P1tO M" OR RrrL7) OR �+TED (DRAK ■u45M t71t y1%7; t e-aka 676Tane. rt CatDg4ATmp rOLTvftYL C<LOIeDE (CT'it1 re'C - HOK 4 K DIArL (OR R'tQ1jM ODR n t7w rcTt IMP N qOe® (P1KYJee OR Krv-L.Y) bT6T141e m Ream HDN=TALOC CC?Q/r - MCK 4 N DLAM fOR GaCVT N lTAllm N ACCC�mA110E 1::tt R6(l]!40 ti: VM4 ARCLuN1 E].ECTRfG-L CC10! (NTA N7, b4 3. VXM6TCF'DEVY;Ef - 44VATlti. C0.LAK 04M V M M KnrE6Caefr MATM oL N= TO RT TIE &MCFic Owt cr n4ff Tuav0lkW rW4j1 w D*v CZ uLALL r W trTA1-Lila ANNND T1aY7LrY1-PesEtl•AfK N ACCO1RaAK2 WU ACCC1t1rAWM *MTA"TICN bftTWuC,04L DEVICE MCWO tATM FAR *4$ 40 t TAM r Olt sanAtrre(r TO WrTal RAVAGE a' ROCK OR DOM MWACE8 CP tL•LL eY MA)M OF 1 A* DWt MY D-1,7 K LLtlta On!EL CC"11 rE AN=14p N CCNAAY:TICN wnu V4 K MY V4 K Mgt 57171 FENDIM WA&&,-,e- 1 FLOUR RATED FIRE5TOP FOR NONMETALLIC PIPE OR CONDUIT rl TETALLIC PPE navy FOR IeE W9 • O7eTG1 DmDW4 EVALLAt[D TO Tt� TYE A Arran CO LEAD) 1131•EltAll6E tails CF ASM M CERA 1fG Ft" as - DEMO( Me® LMH 1L c1.4ea•t® "TV" , ta6rtAL WOOL PACK A6 tECEO&JAWY TO tto M. EVAtaaAT® TO UL WAOAM Milt BAN FLL MAiENA_ (A6111 Eatli RL. Vt7� OIt Uri f7 �1�,{L • ■46TALL P~TCP CQTgaO To A IV Tl.MttlME' TTT! NT10/ a Twk:s Oe• OF I-"' hlftlt (DOM OEM rve'RderO CAar� OR T1CN1tD Olrl t" SA•I MNLAR W-ACrc reenter rW V TO 1ldei!D 6Q CP CM04&% ]Ae•• tu,dt%" r. 1 HOUR RATE FIRE5TOP FOR METALLIC PIPE PENETRATIONS THROUGH GYP6UM WALLBOARD "M To 6cALE L �ay4LJ�, Aal67 - TIf reta.wgp OTTaIIi MII.RGM10ierlxD i41. Aa!!LT $ WALL ed Opwllta,� 0 Ant HO�Mta Alo N Air lures ai'KC7!) N rtf tlONdIAL go" wilt 6itr�noti iuttw�s• �teue[t< t>�iewt. ~ lee MW gWe To Cyr CFICK I ey WICK■ WACM 16KK OOd- ama OWO 10 W Mil a -a K 1a AIO !A® PUK 34 K OG G tr61lD ■1 IOMC1r4L tMLL MOMORrARRTGN DMIS l rUX OtAK CP Q7W r t-W K i Ail'Aar+ reRTRANTe - CM W,,WALLG Fie Olt COMMU TO UE MWERW G"M IerrCP'rMJ TTe .6"LAt arAQ 6t11!•t Re Go mOLN AW PNPW%4tr OI'Ma 61KL M A lei • K•pf a otMACTa 70 tNlc IK I:K rA a■ CT7dN To A Iliafl,T m K Omtl rd Or Mil A/rfL7. lFf I= 0.0 1Trf1 r0 ■r>r Cr NCWW AUi "M A10 GCHD r t,AT M MIC. A rmyvwn 01OIrm (M) r■•e - =1 l OWt frJr 4ttALLORI •oa911e 40 nC PR RJR Lin l N cLDOD (Ma ee OR rr7iT10r ,lntD r�r-AK ■MITC a. ,Mr) r'■en arcs: G MSD A.1AO N NMI APUICLE w MAK TL�L �CME - (1rrA M tit _ c aat�crvc M1 It71t umE1 W 11 CLOND [FItOCtt6opt wrPLT1 rr K sys" l D. AOMLaeAtl 6[L4DKf f7T'ltit_ IApU Per - ll'Tt A K C4AK (OR ftaLLM eGtaaLt r mote X= Aire Pa't /ut r N moO (rFVCs6 at •rrLT) %0= WMAK WAM ire text rwwn angelus E MAV MUIMA■C rMy"%G rTLa OW r) VWW - HMt 4 K DLet (OR fM.L1nt1 r IC�P1 FV!) r aR tIK K 4a� Amo rFltscaY on RPPL7) t vea (fop E�ORM Af T'T'E A117 KQ Q rAit k rK1KM'Ir A8 T ee,or -- QM ams FeAM Im INCrR................•................ A 7 r'vc paw ................................. • ..................... I-VJ ............ 4 ........... Rt. ) QYC rile ................................ 4 .......... D Argil MR ........... 4 .................... .................................. A ............. .................... `le a, Tartu* Cr,%CX - &&v1Tt9H_ COl1-W LNm WW All NPJftC r M WS& ale TO m T4a W"WE mot Cr Af TWCWH FE91"Wa wutcs emu d eel OLM 11t■p064 NIMR K A009 O MM tart A0=HPA ea MWALLATCH t■rrra ChM DWAZ MISSY �Q MKCMt tRK t1Nll�att0.70NOPWEd10N w1H, Le K OL4K Or N4 K AC W K MAK tar L--4 K eft Ant ttYlara m$cL,4IrK MB•IATYNAL - TYM D + MA on trf 1L LANt4s MMK ! �-AfWftuxOap rove 161 UL �e i NOUR RATED FIRE5TOP FOR NONMETALLIC, PIPE tt 1c�r-v Ir u r Yt�cl 1M II ldl I F (Beams or Columns) that are part of a fire rated wall or ceiling assembly shall be protected to achieve the fire rating of the wall or ceiling assembly. Identification of (Fire Barriers) shall be by Signs or Stenciling permanently installed on all rated barriers or walls, above any decorative ceiling and/or in concealed spaces. The lettering shall be 2" in height and spaced every 12 ft. The following wording is recommended "_1 _hour fire and smoke barrier protect all openings". RELEASED FOR CONSTRUCTION 00 1.0 O Ly r;) ~ O O Pr) V) 10- I 0 N lY r7 O LLI 0 Y O Z Lo g Q ¢I Q V ) NU) 10 REVISIONS BY 02/04/22 PRIN I ED PERMIT 02/04/22 Lp AR97003 C) sQ22.02. TFREAR D THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY JEREMIAH RUSSELL ON THE DATE ADJACENT To THE SEAL. PRINTED COPIES of THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. (W `/ Q O ZV) W Q W O -� 1O W r Q Lo W Z a M �00> z W Q � • J Q LL- m O ^� Ii m T✓ / J z Q —iLLJ O >- O CL o�—JNCL oD U 0) N SH F FT TIT[ E PENETRATIONS DETAILS DRAWN XXXX CHECKED DATE 12/2021 SCALE AS NOTED JOB NO. 0000 SHFFT A-16 OF SHEETS W C:) cY) LL Z W i I wll li ol�l NI I J i -I �-- i I EAST COAST PLAZA PROFESSIONAL I (PLAT BOOK 63, PAGE 1) _ iU) i / I I TOE ----_ PARCgL ID: TOE TOE - 1_0[ 0O�.IIQ- F--------_...._-___ TOE -- I TOE TOE ONE STORY ONE STORY ONE STORY ONE STORY iI FN CONt Q30MM.ECIAL BUILDING COMMERCIAL BUILDING COMMERCIAL BUILDING COMMERCIAL BUILDING 30.0 1 MONUMENT 5' OFFSET NORTH FF EL=92.25 FF EL 9�. Toe --- ZONED: ZH c� ______F_EL=91.13 Toe �- FLU: RES-9 T08 -- - _ M M --- M -- - - -- - _ _ M - _.._-_ __ - ----AA M I 20.0' I \ I 1 \ I R 40.0' I f =GoW 1J J W J W Z I n LL O J DLL N LL i I FIP 1" I I DRY RETENTION 0.69' S I SWALE FIR 1/2" I W I I WW UZ Z 0 WILL I I o I 0 O (V O co T N I J O CD I >> Of O j ao LO N o I co N ° o C% O Z 1 SWALE PROP. "D-CURB" ASPHALT 1 PROP. LOADING AREAf / cn 10 0 NZ ZZ I • d \ 5.0 3 -3 t,P. PRE--FII`I,StiEO I`fEi'AL GiNP PARCEL ID: 03-26-21-0010-00100-0011 ONE STORY COMMERCIAL BUILDING FF EL=94.19 6'CHAIN LINK FENCE 1.4' N ---- -- -- _-- M O d I A. A. ., w d �: •. V N m 120 5.0 9.0 \-A00 'I7 r I L FR3.0R3. N O ZONED:ZH FLU: ROR N a 0 4.8 W L0 0 o LL O U_ m Q U 0 icy U !- W \ �W \ I aW I � � TO QEL 20' SE1ACK �'�oB , , I toe _ SWAT~ _15' LA� Esc -APE b FER_ SWALE SVIXLE SWALE _ SWALE\ SWA SWALE SWALE SWALE 5 P -- 801 -. CIA 1 801 801 FIR 518' FIR 1/2.. a�- e01 eo �--*-*"a`-" ZONED: C2 LESS SOUTH 30' OF TRACT 16 6, poi FLU: ROR (NOT INCLUDED) o 6' CHAIN LINK N 89°56'10" W 400.00' PARCEL ID: �\6�o! -SWALE FENCE PARCEL ID: i 03-26-21-0010-01600-0021 ��o\ 03-26-21-0010-01600-0020 tiF� uW \ Q , �w \ o \ o .,. -STORY OR STORAGE FACILIT \ 29,888 .F. 411 (GROSS FLOOR AREA W664 S,F.' j--PROP WALL IMOUN-sO LIGHT Fi TU SEE ARCH. FLAN FO , DFTAal_ I� 246.33 4 .. �. i i DRY RETENTION SWALE SITE PLAN SCALE: 1 "=20' IIKt _ _I_E !#GALLOOi %(SFE_ ARCH. PLAN FOR DETAILS3 ❑❑ 000000000000 PROP. A/C \ UNIT LOCATION SITE PLAN UPDATED PER CIVIL DRAWINGS REVISIONS. SHED G . ASPHALTR5.0' o R5.0' 10.0 12.0 5.0 00 _ s • ..:• •i 10' LANDSCAPE BUFFER o w w w - H W 4' CHAIN LINK N 89058'44" W 19 D. 9 7' FENCE ONE STORY COMMERCIAL BUILDING FF EL=89.11 PARCEL ID: 03-26-21-0010-01600-0010 CONTRACTOR NOTICE: Ti FIR 1/2" 0 WCf) iU) I I� o r-EX. 2' CURB , Q 1 0� PROP. "U-CURB' 0 W B I Ia z O TIE INTO R 25t_.0' W EX. EOP Ln D m o Ln M 29.8 1-4_I w the Contractor & Owner will be held accountable during construction for all site improvements. Compliance with Florida Statues 553.5041 (F.S.), and the 7th Edition (2020 Florida Accessibility Code for Building Construction (FACBC), is mandatory. If incorrect at final inspection, contractor will be required to modify construction to comply with F.S. and FACBC. The following items take precedence and supersede other site details on drawings: 1. ACCESSIBLE PARKING spaces shall be located on an accessible route no less that 44" wide so that the users will not be compelled to walk or wheel behind parking vehicles except behind his or her own vehicle. §208.1 and §502.3, FACBC and F.S. 553.5041. 2. ACCESSIBLE PARKING spaces and access aisles serving a particular building shall be located on the shortest accessible route from the accessible (H/C) parking to an accessible entrance. §208.3.1 FACBC and F.S. 553.5041(5)(b). 3. ACCESSIBLE PARKING spaces shall be 12' wide, and outlined with blue paint. §502.2 and §502.6, FACBC 4. ACCESS AISLES required adjacent to parking spaces shall be 5' wide with a diagonal striping. §502., FACBC 5. ACCESSIBLE PARKING and access aisles shall be level (not to exceed 1:48) on a stable, firm & slip resistant surface. Re: §302.1, §502.3, FACBC 6. ACCESSIBLE PARKING signs shall be FDOT approved and shall read "PARKING BY DISABLE PERMIT ONLY" and shall indicate a $250 fine for illegal use. Install signs a minimum 60" (inches) from the ground to the bottom of the sign(s). Re: §502.6 and F.S. 553.4041. 7. CURB RAMPS shall not exceed 1:12 slope, and curb ramp flares shall not exceed 1:10 slope. Curb ramps and flared sides shall not encroach upon parking spaces, access aisles, or vehicular traffic lines. The counter slope of adjacent road surfaces and gutters shall not exceed 1:20. Re: §405.2, and §406, FACBC 8. CURB RAMPS shall have enough landing with a minimum clear length of 36" shall be located at the top side of each curb ramp, a clear width at least as wide as the curb ramp (excluding flared sides) leading to it. Exception: for alterations, where there is no landing, curb ramp flares shall be provided, and shall not be steeper than 1:12 slope. Re: §406, FACBC 9. ALL RAMPS with a rise greater than 6" shall provide edge protection complying with §405.9 FACBC. Ramps shall have 60" min level landings at the top & bottom. Re: §405.7. FACBC 10. ALL RAMPS with a rise greater than 6" shall have handrails on both sides with 12" horizontal extensions at the top & bottom of the ramp. Re: §1010.9 FBC-B (Florida Building Code - Building) and §505.10 FACBC 11. ACCESSIBLE ROUTES to "main entry" from an accessible parking space, and from the "public way", shall not exceed 1:20 slope (unless ramps, handrails with proper extensions are provided) with cross slope not in excess of 1:48. Re: §206, §402, and §403., FACBC 12. Connect buildings with the some site with an accessible route which shall not exceed 1:20 slope (unless ramps and handrails are provided) and a maximum cross slope of 1:48. Re:§206 FACBC * EXCEPTION: An accessible route shall not be required between accessible buildings, accessible facilities, accessible elements, and accessible spaces if the only means of access between them is a vehicular way not providing pedestrian access. Re: §206.2.2 FACBC SN BM EL: FIR 1/2 0 Q EXISTING Z PAVEMENT-\ (f) MARKING ----" 0lo ct CC� < J L Q - w �i W 3 0 M IZ O cr.)w W � U) U_ CV 0- I o z Ln WTI Z _- W _ W F'0l. U_ (f) o� N N i�Q a 2 I U)) Z to m 0 (fj i~ U I W i� Cn i l 03-2E SITE 6923 ZEPI ZON C-2: LAN I MX a.O .-4 0 >-4 W Q o0 0 00 U-)r- �, J) H o C) O I � • N z I� ft� O Q r� L>_J _CD W Y Q Q� _f Z oQ Ln --J �Q E (D C U) Q) U 0 U) Cn Q .nl (1) 4- U RELEASED FOR CONSTRUCTION I v REVISIONS BY 02/04/22 12/22/22 5 PRINTED PERMIT 02/04/22 REVISION-5 12/22/22 AR97003 ' .0 c� 022.12.2U. TFAED .A� Jeremiah S Russell Digitally signed by Jeremiah S Russell Date: 2022.12.26 09:36:21-06'00' THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY JEREMIAH RUSSELL ON THE DATE ADJACENT TO THE SEAL. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. W O 0 V d z LjJ � W 0 -� 0 W 01-0, > p Ln w z �' r� CD C) 0 > Z w U J ® 0 OD []:� W m W J J o�� a= wO � �i- cn O o Q� _J N a- �MU�N StIEET TITL F SITE PLAN DRAWN XXXX CHECKED DATE 011 /2021 SCALE SA NOTED JOB NO. 0000 SHEET A-0 OF SHEETS FLOOR PLAN NOTES • ALL GYPSUM BOARD MATERIAL TO BE 5/8". • ALL DIMENSIONS ARE TO CENTER OF INTERIOR STUD WALL, EDGE OF CONCRETE SLAB, OR EDGE OF CMU WALL, U.N.O. • METAL STUD PARTITIONS BEHIND ALL PLUMBING AND OTHER FIXTURES SHALL BE BRACED TO STRUCTURE WHERE REQUIRED TO SUPPORT THE EQUIPMENT DESIGNED AND PROVIDED. SEE PLUMBING DRAWINGS FOR CARRIERS, ETC. • THE ELEVATION OF THE FLOOR SURFACE ON BOTH SIDES OF ANY DOOR SHALL NOT VARY BY MORE THAN 1/2 INCH: SHALL BE MAINTAINED ON BOTH SIDES OF THE DOOR OPENING FOR A DISTANCE NO LESS THAN THE WIDTH OF THE WIDEST LEAF. RAISED THRESHOLDS AND FLOOR LEVEL CHANGES IN EXCESS OF 1/4 INCH AT DOORWAYS SHALL BE BEVELED WITH A SLOPE NOT STEEPER THAN 1/2". 2020 FBC-B, Section 1010.1.7. SPRINKLER NOTE • ALL SPRINKLER RISER PIPES TO RUN FLOOR -TO -FLOOR THROUGH THE STAIRCASE SHAFT. PARTITION LEGEND WALL TYPE-1 (STUCCO ) - EXTERIOR WALL ASSEMBLY WALL TYPE-1: 1 1/2" STUCCO; WATERPROOF MEMBRANE ON "" DENSGLASS SHEATHING ON 6" MTL STUDS, 16 GA (SEE STRUCTURAL) BACKUP SPACED 16" O.C. W/R-13 BATT INSULATION WITH VINYL FACED TO THE INSIDE. AT PILASTERS: SAME ASSEMBLY W/ 2 1/2" STUCCO. INTERIOR FACE: CORRUGATED METAL LINER PANEL, BY MBM (METAL BUILDING MANUFACTURE) FROM F.F. TO UNDERSIDE OF STRUCTURE DECK. SEE NOTES #1, 2 & 4. WALL TYPE-1A (STUCCO)- CMU WALL ASSEMBLY SAME AS TYPE-1 WITH 8" CMU WALL IN LIEU OF 6" MTL STUDS. WALL TYPE-2 (BRICK): EXTERIOR WALL ASSEMBLY: 3 1/2" BRICK RUNNING BOND OR HERRINGBONE; 1 1/2" AIRSPACE; WATERPROOF MEMBRANE ON 1 /2"DENSGLASS SHEATHING ATTACHED TO 6" METAL STUDS (SEE STRUCT), WITH R-13 BATT. AT PILASTERS: SAME ASSEMBLY WITH 2 1/2" AIRSPACE. SEE NOTES # 1 , 2 & 4. 4 1.0 1.1 1.4 A_ 1 1.9 2.0 I 2 A-7 ELEVATION`, ilk i � DISPLAY AREA (NO PUBLIC ACCESS 5 1 /Lill - ELEVATION 8fl'-0" 1 8'-0" q li q I q 5 1j. 0 ------ B.0 I A.9 I I A-1 q �, i -- 6 _ a i• 00 ATTIC 00 A-1 N A200 _ ELEVATION n n - ---.._ ---;- -H5'5 - ----- A.3 -I HATC 1 10 1J�A) FLOOR BELOW. i N C 1 =z i; 12'-81/2" L 17'-5" A-7 !I N I I i A.1 - A.1 � or o o \^ I - A.0 ---------- -r - - - - - r-r - - - - - -- - =-- - - A.0 5 1/2 t + n , n 1/2n 8 ,r -0"-8,-0 8 -0 WALL TYPE '2' -0 1'-3! 1/2" V-3 1/2" 1 -2 (RUNNING BOND 1'-2" DISPLAY AREA BRICK) AT (NO PUBLIC ACCESS) CORNER PILASTERS, TYP. 1 - W-11" 21'-5 33'-6" 5 NORTH 1.0 1.1 1.4 A-1 ELEVATION 2 OFFICE BUILDING —ATTIC FLOOR PLAN A- 1 N/A 4 ELEVATION A.6 DISPLAY AREA (NO PUBLIC ACCEI 51 ; v� CONTROLLED 51 WALL TYPE '2' (RUNNING BOND BRICK) AT — CORNER PILASTERS, TYP. A-1 1.K2 I ELEVATION OFFICE BUILDING SCALE: 1 /8" = 1 '-0" ELEVATION —1ST FLOOR PLAN B.0 - - A.9 7 1\� ELEVATION cc I 8" CONTINU GUTTER COL TYP. A.1 - - 6 "X &- DOWNSPOUT, COLOR-3, (TYP. OF 2) STANDING SE PANELS. SEE DETAIL SYSTEM WALL TYPE-3 5/8" GYP. BD. EA. SIDE ON 4", 25 GA. MTL. STUDS @ 16" II� WALL TYPE-5 (2 HR. RATED WALL) �UL# U425) O.C. (SEE STRUCT.)W/ 3" BATT INSULATION (FOR SOUND), 4" MET. STUDS (25 GA.MIN.) AT 24" O.C. MAX. WITH EXTEND TO UNDERSIDE OF STRUCTURE DECK. TAPE, SAND & FLOOR/CEILING RUNNER. BATT. INSULATION. 2 LAYERS OF PAINT. REFER TO STRUCTURAL DRAWINGS FOR LOAD BEARING WALLS SPECIFICATIONS. SEE NOTE #4. 5/8" FIRE RATED GYP. BD. SEE DETAIL SHEET A-14.1. WALL TYPE-3A SEE NOTE #4. SAME AS WALL TYPE '3' WITH ADDED CORRUGATED METAL LINER PANEL OVER GYP. BD., BY MBM (METAL BUILDING � WALL TYPE-6 (CMU WALL) - 2 HR RATED 5 MANUFACTURE) ON STORAGE UNIT SIDE OF WALL, FROM F.F. (SEE UL DESIGN U905) TO UNDERSIDE OF STRUCTURE. mommmorm TYPE-7 (1 HR. RATED WALL - UL# U41q WALL TYPE-4 STORAGE UNITS PARTITIONS) - 358" MET. STUDS @ 24" O.C. MAX. WITH / CORRUGATED METAL LINER PANEL FROM FINISH FLOOR TO FLOOR/CEILING RUNNER. BATT. INSULATION. 1 LAYERS OF 9'-0" A.F.F., ON "CEE" TYPE METAL STUDS FROM FINISH 5/8" FIRE RATED GYP. BD. EA. SIDE. SEE DETAIL SHEET FLOOR TO UNDERSIDE OF STRUCTURE DECK. REFER TO A-14.1. SEE NOTE #4. STRUCTURAL DRAWINGS FOR SIZE, SPACING, AND LOCATION. SEE NOTE #4. NOTES: 1). PROVIDE R-19 BATT INSULATION AT WALL OFFICE ONLY WITH 5/8" GYP. BD. INSIDE FACE, TAPE, SAND & PAINT. 2). PROVIDE 5/8" WEATHER TREATED PLYWOOD SHEATHING IN LIEU OF DENSGLASS AT ALL PARAPETS ABOVE ROOF DECK. 3). GENERAL CONTRACTOR TO PROVIDE IDENTIFICATION OF FIRE WALLS PER SECTION 703.7 FBC 2017 EDITION. 4). FOR ALL WALL TYPES: SEE STRUCTURAL DRAWINGS FOR ALL STUD SIZING, GAUGE, AND SPACING. PRE-ENGINEERED METAL CANOPY BELOW. CANOPY TO BE ANCHORED TO WALL STRUCTURE 1.0 dTYP.) i, 1.4 1.9 2.0 5 98 H IG, FLOOR PLAN LEGEND ROOM 000 ROOM NAME AND NUMBER 100 DOOR NUMBER WINDOW TYPE XX - COLUMN LINE DETAILED PLAN OR A-X I j DRAWING BLOW-UP 2 EXTERIOR OR INTERIOR ELEVATION A-XX 4 WALL SECTION CUT OR BUILDING SECTION CUT XX WALL TYPE L� SIGNAGE (BY OTHERS) METAL COPING, 2 PROVIDE 5/8" WEATHER TREADED COLOR-3, TYP. A-7 PLYWOOD SHEATHING INSTEAD OF STUCCO BAND, DENSGLASS AT SIGNAGE LOCATION 6 29'-6" COLOR-4, TYP. 0. ARA i 27'-5" N T.O. PARAPET I am STUCCO FIELD, COLOR-2, TYP. Extra Sp ce S orage 3 N 0 o STUCCO TRIM, T It z COLOR-3, TYP. ' ; % zT ATTIC/DISPLAY I .. AREA 1 00 I I" rI l' Li 1 N E IiI LI J LQ 0 0 of �I BYP K COLOR-6, 0 3 OFFICE BUILDING — ROOF PLAN NORTH Q_1 SCALE: 1/819 = 19_09' *3,—Or+11, 1 - PREFINISHED METAL " 0" 1 -7" 8'-0 3'-0">f� �J CANOPY, COLOR CLEAR CLEAR ANODIZED ALUMINUM ANODIZED STOREFRONT SYSTEMS WITH LOW SIGNAGE (BY OTHERS) 'E' INSULATED GLAZING, TYP. *PROVIDE ELECTRICAL CIRCUIT (BY ELECT. CONTRACTOR)* METAL COPING, COLOR-3, TYP.---\ STUCCO BAND, �296" COLOR-4, TYP. T.O.-PARAPET 27'-5" e T.O. PARAP rn -I STUCCO FIELD, COLOR-2, TYP.— 0 I N 0 o STUCCO TRIM, z COLOR-3, TYP. +, ,'—B" ATTIC/DISPLAY AREA CIO N I 0 0 a' BRICK COLOR-6, TYP. 4 NORTH ELEVATION 6 A-1 SCALE: 1/8" = 1'-0" A-1 METAL COPING, COLOR-3, TYP.--\ STUCCO BAND, row—_ COLOR-4, TYP.— ET T.O. PARAP 1 STUCCO FIELD,^ COLOR-2, TYP.- 0 I N 0 o STUCCO TRIM, az COLOR-3, TYP.---, 3 +„'-6" ATTIC DISPLAY 00 I O � BRICK COLOR-6, TYP. +v+ I I 11-2 1 9 +-3 1/2"-- ---8 -0" �k --9'-3 1/2" 1* -+�1'-2" 1'-2" CLEAR ANODIZED ALUMINUM STOREFRONT SYSTEMS WITH LOW 'E' INSULATED GLAZING, TYP. 5 SOUTH ELEVATION A- 1 SCALE: 1/8 91 = 1'-0" . ARAPET 2T-5" . A EXTERIOR FINISHES • METAL COLOR-1: PREFINISHED METAL CANOPIES CLEAR ANODIZE • STUCCO COLOR-2 SHERWIN-WILLIAMS, NEBULOUS WHITE, SW 7063, LRV: 74 • STUCCO COLOR-3 SHERWIN-WILLIAMS, SERIOUS GRAY, SW 6256 LRV: 23 • STUCCO COLOR-4 WASABI GREEN • STUCCO COLOR-5 SHERWIN WILLIAMS, IRON ORE, SW 7069 LRV: 6 • BRICK COLOR-6 'TUXEDO' SIGNAGE (BY OTHERS) 1 PROVIDE 5/8" WEATHER TREADED A-7 PLYWOOD SHEATHING INSTEAD OF DENSGLASS AT SIGNAGE LOCATION (TYP. ) Extra Spice Storage 1:1 43'-0"9+ -� 1/2" 8'-0" T-3 1/2"--43-4" V-2" CLEAR ANODIZED ALUMINUM STOREFRONT SYSTEMS WITH LOW 'E' INSULATED GLAZING, TYP. 00 00 U W F— EAST ELEVATION SCALE: 1/8" = 1'-0" , I. STUCCO TRIM, N COLOR-3, TYP. �ck-- w AREA DISPLAY M � N - t - i I I rl:�l�l BRICK COLOR-6, TYP. 3'-0" STUCCO FIELD, COLOR-2, TYP. Q U) I ry 3 � A-7 - Q) I I - I a'Q M 0 I- 1_ I I pj O _I f ) U) I LI I I :II CN 00 C -- N 15-8 1/2" —8'- 4" 8'-4" „ Q) 4 -10 1/2' 3 -0" "X6" DOWNSPOU COLOR-3, (TYP. CORRUGATED MTL. ROLL -UP Q) DOOR; COLOR-3, TYP. U WEST ELEVATION SCALE: 1 /8 = 11-091110 U RELEASED FOR CONSTRUCTION C REVISIONS BY 01/24/22 02/03/22 02 04 22 08/12/22 12/22/22 5 PRINTED PERMIT 02 04 22 REVISION-3 08 12 22 REVISION-5 12/22/22 S. AR97003 . ti �FRED Jere iah S Russ II Digitally n v Russell. Dam 22.12.26 09:35:57-06'00' THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY JEREMIAH RUSSELL ON THE DATE ADJACENT TO THE SEAL. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. LJ Q O V) Z Lam! Lj n� O� -jO LLJ 0:� Nt > M LLJ z Q M 00> Z LLJ m 0 ?� LLJm V) LLJZ Q J -� �w Cy- 00 _ OofN IL � mU0)N SHEET ME OFFICE BUILDING FLOOR PLANS & ELEVATIONS DRAWN XXXX CHECKED DATE 11/2021 SCALE 1 /8" = 1'-0 JOB NO. 0000 SHEET A - 1 OF SHEETS y w-a+4e..r%-t11 �`.•c� 4�-r �-�'-��7'- -Ti '. '�•.. �is";... _ SPRINKLER NOTE • ALL SPRINKLER RISER PIPES TO RUN FLOOR -TO -FLOOR THROUGH THE STAIRCASE SHAFT. REVISION #5 NOTE: -REMOVAL OF LOADING ENTRANCES AT EAST AND SOUTH ELEVATIONS. -RELOCATION OF STAIRS-1 -RELOCATION OF ELEVATOR -I AND MECH. ROOM. -REVISED ELEVATION AND SECTIONS PER FLOOR PLAN CHANGES. I a 0 I 0 I 0 0 0 I 0 I 00 O I O - N cD I O i -- - --- w CDT I (� o P T 0 I WALL (STU( I 0 0 WALL TY (STUCCC TYP. 0 NORTH 15'-3" i I O 0 FLOOR PLAN NOTES 0 ALL GYPSUM BOARD MATERIAL TO BE 5/8". • ALL DIMENSIONS ARE TO CENTER OF INTERIOR STUD WALL, EDGE OF CONCRETE SLAB, OR EDGE OF CMU WALL, U.N.O. • METAL STUD PARTITIONS BEHIND ALL PLUMBING AND OTHER FIXTURES SHALL BE BRACED TO STRUCTURE WHERE REQUIRED TO SUPPORT THE EQUIPMENT DESIGNED AND PROVIDED. SEE PLUMBING DRAWINGS FOR CARRIERS, ETC. • THE ELEVATION OF THE FLOOR SURFACE ON BOTH SIDES OF ANY DOOR SHALL NOT VARY BY MORE THAN 1/2 INCH: SHALL BE MAINTAINED ON BOTH SIDES OF THE DOOR OPENING FOR A DISTANCE NO LESS THAN THE WIDTH OF THE WIDEST LEAF. RAISED THRESHOLDS AND FLOOR LEVEL CHANGES IN EXCESS OF 1 /4 INCH AT DOORWAYS SHALL BE BEVELED WITH A SLOPE NOT STEEPER THAN 1/2". 2020 FBC-B, Section 1010.1.7. ROOM 000 ROOM NAME AND NUMBER 100 DOOR NUMBER WINDOW TYPE XX - COLUMN LINE 00 DETAILED PLAN OR A-X DRAWING BLOW-UP 2 EXTERIOR OR INTERIOR ELEVATION A-XX L _ 4 WALL SECTION CUT OR BUILDING SECTION CUT XX WALL TYPE 2O 3O 4O � 5.8 6� 3 l A-7,1 r 1A/AI I TVPC_'I _1 12 13 I I I 245'-10" 14 I I I PARTITION LEGEND WALL TYPE-1 (STUCCO ) - EXTERIOR WALL ASSEMBLY WALL TYPE-3 WALL TYPE-1: 1 1 /2" STUCCO; WATERPROOF MEMBRANE 5/8" GYP. BD. EA. SIDE ON 4", 25 GA. MTL. STUDS @ 16" ® WALL TYPE-5 (2 HR. RATED WALL) (ULJ U4251 ON DENSGLASS SHEATHING ON 6" MTL STUDS, 16 GA O.C. (SEE STRUCT.)W/ 3" BATT INSULATION (FOR SOUND), 4" MET. STUDS (25 GA.MIN.) AT 24" O.C. MAX. WITH (SEE STRUCTURAL) BACKUP SPACED 16" O.C. W/R-13 EXTEND TO UNDERSIDE OF STRUCTURE DECK. TAPE, SAND & FLOOR/CEILING RUNNER. BATT. INSULATION. 2 LAYERS OF BATT INSULATION WITH VINYL FACED TO THE INSIDE. AT PAINT. REFER TO STRUCTURAL DRAWINGS FOR LOAD 5/8" FIRE RATED GYP. BD. SEE DETAIL SHEET A-14.1. PILASTERS: SAME ASSEMBLY W 2 1 2" STUCCO. / / BEARING WALLS SPECIFICATIONS. SEE NOTE #4. SEE NOTE #4. INTERIOR FACE: CORRUGATED METAL LINER PANEL, BY WALL TYPE-3A MBM (METAL BUILDING MANUFACTURE) FROM F.F. TO SAME AS WALL TYPE '3' WITH ADDED CORRUGATED METAL WALL TYPE-6 (CMU WALL) - 2 HR RATED UNDERSIDE OF STRUCTURE DECK. SEE NOTES #1, 2 & 4. LINER PANEL OVER GYP. BD., BY MBM (METAL BUILDING 5 (SEE UL DESIGN U905) WALL TYPE-1A (STUCCO)- CMU WALL ASSEMBLY MANUFACTURE) ON STORAGE UNIT SIDE OF WALL, FROM F.F. SAME AS TYPE-1 WITH 8" CMU WALL IN LIEU OF 6" MTL. TO UNDERSIDE OF STRUCTURE. �.....� WALL TYPE-7 (1 HR. RATED WALL - UL# U4191 STUDS. WALL TYPE-4 (STORAGE UNITS PARTITIONS) 3-5/8" MET. STUDS @ 24" O.C. MAX. WITH WALL TYPE-2 (BRICK): EXTERIOR WALL ASSEMBLY: CORRUGATED METAL LINER PANEL FROM FINISH FLOOR TO FLOOR/CEILING RUNNER. BATT. INSULATION. 1 LAYERS OF 3 1 /2" BRICK RUNNING BOND OR HERRINGBONE; 1 1 /2" 9'-0" A.F.F., ON "CEE" TYPE METAL STUDS FROM FINISH 5/8" FIRE RATED GYP. BD. EA. SIDE. SEE DETAIL SHEET AIRSPACE; WATERPROOF MEMBRANE ON 1 /2"DENSGLASS FLOOR TO UNDERSIDE OF STRUCTURE DECK. REFER TO A-14.1. SEE NOTE #4. SHEATHING ATTACHED TO 6" METAL STUDS (SEE STRUCT), STRUCTURAL DRAWINGS FOR SIZE, SPACING, AND LOCATION. SEE NOTE #4. WITH R-13 BATT. AT PILASTERS: SAME ASSEMBLY WITH 2 1 /2" AIRSPACE. SEE NOTES # 1 , 2 & 4. NOTES: 1). PROVIDE R-19 BATT INSULATION AT WALL OFFICE ONLY WITH 5/8" GYP. BD. INSIDE FACE, TAPE, SAND & PAINT. 2). PROVIDE 5/8" WEATHER TREATED PLYWOOD SHEATHING IN LIEU OF DENSGLASS AT ALL PARAPETS ABOVE ROOF DECK. 3). GENERAL CONTRACTOR TO PROVIDE IDENTIFICATION OF FIRE WALLS PER SECTION 703.7 FBC 2017 EDITION. 4). FOR ALL WALL TYPES: SEE STRUCTURAL DRAWINGS FOR ALL STUD SIZING, GAUGE, AND SPACING. 15 16 17 18 19 20 21 22 23 24 25 I I I i I I I I i I I I WA1I TvpC_1 ; ! A-7.1 F_T---------1 A-R I —i10'-6" 10'-0" 10'-0"----8'-3" 10'-6" 8'-9" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 9'-6" „ 245'-10" I I I I I I I I 2 3O 4O 5O 5.8 6O 7O 7.2 8� 9O 10 11 12 13 14 15 16 17 18 FIRST FLOOR PLAN A-2 SCALE: 1 /8" = 1'-0" YPE-2 PILASTER), EAST ON I-- - - CM) YPE 2 PI STER), EA 3T 3N_ - - -- 'E- --------� 4 N_._1 ELEVATION - G.2 00 00 0 r L'i I_ 0 n D 10 N Z 'q- of to a0 w r� =Q w0 Y oz L� �Q O wGV IT- 1 U Q Q Cn 'E- Cn .E a) —D Cn O 0 Cn Cn Q -- --- --i A1 YPE-2 �� PILASTER), EAST ON — .nl V-4--,J Cn W 10'-6" 10'-0" 10'-0„ 10'-0" 10'-Ott 10'-1,,# i 5 i i A-7.2 19 20 21 22 23 I 24 25 � 0 RELEASED FOR CONSTRUCTION REVISIONS BY 02/04/22 05/10/22 08/12/22 10 25 22 12/22/22 5 PRINTED PERMIT 02 04 22 REVISION-1 05 10 22 REVISION-3 08 12 22 REVISION-5 12/22/22 F� AR97003 ���•� 022.12.26� `�TF• • G'r qED •AR Jere � Digitally signed by • Jeremiah S a h S ussell Rus a: ll, 09:35:26 I -06'00' THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY JEREMIAH RUSSELL ON THE DATE ADJACENT TO THE SEAL. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. rW V ry 0 V) Z LLJ 0 Lj ^� L� 0_j _j0 L.LJ > o LLJ Z `� M o 0 > w U J • 0 0 m 3 LW M vi 00 o N cL a_ M C) SHEET TITLE FIRST FLOOR PLAN DRAWN XXXX CHECKED DATE 11/2021 SCALE 1/8" = 1'-0 JOB NO. 0000 SHEET A-2 OF SHEETS SPRINKLER NOTE • ALL SPRINKLER RISER PIPES TO RUN FLOOR -TO -FLOOR THROUGH THE STAIRCASE SHAFT. REVISION #5 NOTE: -REMOVAL OF LOADING ENTRANCES AT EAST AND SOUTH ELEVATIONS. -RELOCATION OF STAIRS-1 -RELOCATION OF ELEVATOR -I AND MECH. ROOM. -REVISED ELEVATION AND SECTIONS PER FLOOR PLAN CHANGES. G---------- CIA c0 O I i o L2 I W/ TY o (S. o PII Ty D----- ---------- CD LL T) ( TUCCC 0 I 0 WALL TYF (STUCCO TYP. FLOOR PLAN NOTES • ALL GYPSUM BOARD MATERIAL TO BE 5/8". • ALL DIMENSIONS ARE TO CENTER OF INTERIOR STUD WALL, EDGE OF CONCRETE SLAB, OR EDGE OF CMU WALL, U.N.O. • METAL STUD PARTITIONS BEHIND ALL PLUMBING AND OTHER FIXTURES SHALL BE BRACED TO STRUCTURE WHERE REQUIRED TO SUPPORT THE EQUIPMENT DESIGNED AND PROVIDED. SEE PLUMBING DRAWINGS FOR CARRIERS, ETC. • THE ELEVATION OF THE FLOOR SURFACE ON BOTH SIDES OF ANY DOOR SHALL NOT VARY BY MORE THAN 1 /2 INCH: SHALL BE MAINTAINED ON BOTH SIDES OF THE DOOR OPENING FOR A DISTANCE NO LESS THAN THE WIDTH OF THE WIDEST LEAF. RAISED THRESHOLDS AND FLOOR LEVEL CHANGES IN EXCESS OF 1 /4 INCH AT DOORWAYS SHALL BE BEVELED WITH A SLOPE NOT STEEPER THAN 1 /2". 2020 FBC-B, Section 1010.1.7. 0 1 SECOND FLOOR PLAN A a i = i - FLOOR PLAN LEGEND ROOM 000 ROOM NAME AND NUMBER 100 DOOR NUMBER fl WINDOW TYPE XX - COLUMN LINE (00 DETAILED PLAN OR A-X j DRAWING BLOW-UP 2 EXTERIOR OR INTERIOR ELEVATION A-xx 4 WALL SECTION CUT OR BUILDING SECTION CUT XX WALL TYPE PARTITION LEGEND WALL TYPE-1 (STUCCO ) - EXTERIOR WALL ASSEMBLY WALL TYPE-3 WALL TYPE-1: 1 1 /2" STUCCO; WATERPROOF MEMBRANE 5/8" GYP. BD. EA. SIDE ON 4", 25 GA. MTL. STUDS ® 16" WALL TYPE-5 (2 HR. RATED WALL) (UL# U4251 ON "' DENSGLASS SHEATHING ON 6" MTL STUDS, 16 GA O.C. (SEE STRUCT.)W/ 3" BATT INSULATION (FOR SOUND), 4" MET. STUDS (25 GA.MIN.) AT 24" O.C. MAX. WITH (SEE STRUCTURAL) BACKUP SPACED 16" O.C. W/R-13 EXTEND TO UNDERSIDE OF STRUCTURE DECK. TAPE, SAND & FLOOR/CEILING RUNNER. BATT. INSULATION. 2 LAYERS OF BATT INSULATION WITH VINYL FACED TO THE INSIDE. AT PAINT. REFER TO STRUCTURAL DRAWINGS FOR LOAD 5/8" FIRE RATED GYP. BD. SEE DETAIL SHEET A-14.1. PILASTERS: SAME ASSEMBLY W/ 2 1 /2" STUCCO. BEARING WALLS SPECIFICATIONS. SEE NOTE #4. SEE NOTE 4 INTERIOR FACE: CORRUGATED METAL LINER PANEL, BY WALL TYPE-3ASAME MBM (METAL BUILDING MANUFACTURE) FROM F.F. TO AS WALL TYPE '3' WITH ADDED CORRUGATED METAL WALL TYPE-6 CMU WALL - 2 HR RATED ( ) UNDERSIDE OF STRUCTURE DECK. SEE NOTES #1, 2 & 4. LINER PANEL OVER GYP. BD., BY MBM (METAL BUILDING /5 (SEE UL DESIGN U905) WALL TYPE-1A (STUCCO)- CMU WALL ASSEMBLY MANUFACTURE) ON STORAGE UNIT SIDE OF WALL, FROM F.F. SAME AS TYPE-1 WITH 8" CMU WALL IN LIEU OF 6" MTL. TO UNDERSIDE OF STRUCTURE. �...... WALL TYPE-7 (1 HR. RATED WALL - UL# U419) STUDS. WALL TYPE-4 (STORAGE UNITS PARTITIONS 3-5/8" MET. STUDS @ 24" O.C. MAX. WITH WALL TYPE-2 (BRICK): EXTERIOR WALL ASSEMBLY: L CORRUGATED METAL LINER PANEL FROM FINISH FLOOR TO FLOOR/CEILING RUNNER. BATT, INSULATION. 1 LAYERS OF 3 1 /2" BRICK RUNNING BOND OR HERRINGBONE; 1 1 /2" 9'-0" A.F.F., ON "CEE" TYPE METAL STUDS FROM FINISH 5/8" FIRE RATED GYP. BD. EA. SIDE. SEE DETAIL SHEET AIRSPACE; WATERPROOF MEMBRANE ON 1 /2"DENSGLASS FLOOR TO UNDERSIDE OF STRUCTURE DECK. REFER TO A-14.1. SEE NOTE #4. SHEATHING ATTACHED TO 6" METAL STUDS (SEE STRUCT), STRUCTURAL DRAWINGS FOR SIZE, SPACING, AND LOCATION. SEE NOTE #4. WITH R-13 BATT. AT PILASTERS: SAME ASSEMBLY WITH 2 1 /2" AIRSPACE. SEE NOTES # 1, 2 & 4. NOTES: 1). PROVIDE R-19 BATT INSULATION AT WALL OFFICE ONLY WITH 5/8" GYP. BD. INSIDE FACE, TAPE, SAND & PAINT. 2). PROVIDE 5/8" WEATHER TREATED PLYWOOD SHEATHING IN LIEU OF DENSGLASS AT ALL PARAPETS ABOVE ROOF DECK. 3). GENERAL CONTRACTOR TO PROVIDE IDENTIFICATION OF FIRE WALLS PER SECTION 703.7 FBC 2017 EDITION. 4). FOR ALL WALL TYPES: SEE STRUCTURAL DRAWINGS FOR ALL STUD SIZING, GAUGE, AND SPACING. }f. 245'-10" I 1 i i I i i I 5 i i i I O O O O O O O O O O O O O O A-7 2 O O O O O O 7 7.2 8 9 10 11 12 13 14 15 16 17 1$ 19 20 21 22 23 24 25 ALL TYPE-2 RICK PILASTER), P. AT EAST EVATI O N N rn _L TYPE-1, JCCO) CL ,LL TYPE 2 RICK PI STER), P. AT EA ST NATION ALL TYPE--2 RICK) �} --- ---- ----- - -- PIF -1, o -CO) I _ TYPE- �K) 4 A-6.1 ELEVATION -- --- ----- (�) .L TYPE-1, JCCO) rn �/ LL TYPE-2 RICK PILASTER), '. AT EAST VATION RELEASED FOR CONSTRUCTION 00 00 0 ,r-, LLI I I— rj Do V� d- I 0 0 N Z -4- x V-) W 2 LL1 aU' Y 0z L 1Q .E D 8d Cn 0 �U 0 Cn Cn Q 0 U C REVISIONS BY 02/04/22 05 10 22 08/12/22 10/25/22 12/22/22 5 PRINTED PERMIT 02 04 22 REVISION-1 051/101/22 REVISION-3 08/12/22 REVISION-5 12/22/22 ;U —*— r; • ' AR97003 . ti i�22.12.. FAED ARC' Jere fig iah S Russ II Digitallyn,t Russell Dam W22.12.26 09:34:53-06'00' THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY JEREMIAH RUSSELL ON THE DATE ADJACENT TO THE SEAL. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES, W 0 0 p~p��--►► V a L1.J♦ 0 :2 L'J CL 0 -j 0 Ld r o LO LJ 00 z W U 0 0 m 3: Q:� Ld 0° cri z Q J J ow � � � Cad (f' 0 O a-OOU(0N SHEET TITLE SECOND FLOOR PLAN DRAWN XXXX CHECKED DATE 11/2021 SCALE 1/8" = 1'-0 JOB NO. 0000 SHEET A-3 OF SHEETS I 0 0 I 0 I co f 0 f 0 0 I 0 oo O I O N 10 I O I m W, oT) I (� O PI T) CD 0 WALL O(STU co 0 0 WALL TY (STUCCO TYP. NORTH SPRINKLER NOTE FLOOR PLAN NOTES FLOOR PLAN LEGEND • ALL SPRINKLER RISER PIPES TO RUN FLOOR -TO -FLOOR • ALL GYPSUM BOARD MATERIAL TO BE 5/8". ROOM ROOM NAME AND NUMBER THROUGH THE STAIRCASE SHAFT. 000 • ALL DIMENSIONS ARE TO CENTER OF INTERIOR STUD WALL, EDGE OF CONCRETE SLAB, OR EDGE OF CMU WALL, U.N.O. 100 DOOR NUMBER • METAL STUD PARTITIONS BEHIND ALL PLUMBING AND OTHER FIXTURES SHALL BE BRACED TO STRUCTURE WHERE REQUIRED �6 WINDOW TYPE TO SUPPORT THE EQUIPMENT DESIGNED AND PROVIDED. SEE PLUMBING DRAWINGS FOR CARRIERS, ETC. XX - COLUMN LINE • THE ELEVATION OF THE FLOOR SURFACE ON BOTH SIDES OF ANY DOOR SHALL NOT VARY BY MORE THAN 1/2 INCH: SHALL ,---- REVISION #5 NOTE. BE MAINTAINED ON BOTH SIDES OF THE DOOR OPENING FORA 00 DETAILED PLAN OR -REMOVAL OF LOADING ENTRANCES AT EAST AND DISTANCE NO LESS THAN THE WIDTH OF THE WIDEST LEAF. A-X j DRAWING BLOW-UP SOUTH ELEVATIONS. RAISED THRESHOLDS AND FLOOR LEVEL CHANGES IN EXCESS OF -RELOCATION OF STAIRS-1 1 /4 INCH AT DOORWAYS SHALL BE BEVELED WITH A SLOPE -RELOCATION OF ELEVATOR-1 AND MECH. ROOM. NOT STEEPER THAN 1/2". 2020 FBC-B, Section 1010.1.7. -REVISED ELEVATION AND SECTIONS PER FLOOR PLAN 2 2 EXTERIOR OR INTERIOR ELEVATION CHANGES. L _ 4 WALL SECTION CUT OR BUILDING SECTION CUT XX WALL TYPE O5 8 Q A 37 1 7O 7.2 10 11 12 13 14 i i i i i i i i i i i i i i L --- - OAF' 10" 1 A-4 PARTITION LEGEND WALL TYPE-1 (STUCCO ) - EXTERIOR WALL ASSEMBLY WALL TYPE-3 WALL TYPE-1: 1 1/2" STUCCO; WATERPROOF MEMBRANE 5/8" GYP. BD. EA. SIDE ON 4", 25 GA. MTL. STUDS ® 16" ® WALL TYPE-5 (2 HR. RATED WALL) (UL# U425) ON 1" DENSGLASS SHEATHING ON 6" MTL STUDS, 16 GA O.C. (SEE STRUCT.)W/ 3" BATT INSULATION (FOR SOUND), 4" MET. STUDS (25 GA.MIN.) AT 24" O.C. MAX. WITH (SEE STRUCTURAL) BACKUP SPACED 16" O.C. W/R-13 EXTEND TO UNDERSIDE OF STRUCTURE DECK. TAPE, SAND & FLOOR/CEILING RUNNER. BATT. INSULATION. 2 LAYERS OF BATT INSULATION WITH VINYL FACED TO THE INSIDE. AT PAINT. REFER TO STRUCTURAL DRAWINGS FOR LOAD 5/8" FIRE RATED GYP. BD. SEE DETAIL SHEET A-14.1. PILASTERS: SAME ASSEMBLY W/ 2 1/2" STUCCO. BEARING WALLS SPECIFICATIONS. SEE NOTE #4. SEE NOTE 4 # INTERIOR FACE: CORRUGATED METAL LINER PANEL, BY WALL TYPE-3A MBM (METAL BUILDING MANUFACTURE) FROM F.F. TO SAME AS WALL TYPE '3' WITH ADDED CORRUGATED METAL WALL TYPE-6 CMU WALL - 2 HR RATED ( ) UNDERSIDE OF STRUCTURE DECK. SEE NOTES #1, 2 & 4. LINER PANEL OVER GYP. BD., BY MBM (METAL BUILDING (SEE UL DESIGN U905) WALL TYPE-1A (STUCCO)- CMU WALL ASSEMBLY MANUFACTURE) ON STORAGE UNIT SIDE OF WALL, FROM F.F. SAME AS TYPE-1 WITH 8" CMU WALL IN LIEU OF 6" MTL. TO UNDERSIDE OF STRUCTURE. L TYPE-7 (1 HR. RATED WALL - UL# U419) STUDS. WALL TYPE-4 (STORAGE UNITS PARTITIONS) /8" MET. STUDS @ 24" O.C. MAX. WITH i WALL TYPE-2 (BRICK): EXTERIOR WALL ASSEMBLY: CORRUGATED METAL LINER PANEL FROM FINISH FLOOR TO OR/CEILING RUNNER. BATT. INSULATION. 1 LAYERS OF 3 1/2" BRICK RUNNING BOND OR HERRINGBONE; 1 1/2" ,." 9 -0 A.F.F., ON CEE TYPE METAL STUDS FROM FINISH FIRE RATED GYP. BD. EA. SIDE. SEE DETAIL SHEET AIRSPACE; WATERPROOF MEMBRANE ON 1/2"DENSGLASS FLOOR TO UNDERSIDE OF STRUCTURE DECK. REFER TO A-14.1. SEE NOTE #4. SHEATHING ATTACHED TO 6" METAL STUDS (SEE STRUCT), STRUCTURAL DRAWINGS FOR SIZE, SPACING, AND LOCATION. SEE NOTE #4. WITH R-13 BATT. AT PILASTERS: SAME ASSEMBLY WITH 2 1/2" AIRSPACE. SEE NOTES # 1 , 2 & 4. NOTES: 1). PROVIDE R-19 BATT INSULATION AT WALL OFFICE ONLY WITH 5/8" GYP. BD. INSIDE FACE, TAPE, SAND & PAINT. 2). PROVIDE 5/8" WEATHER TREATED PLYWOOD SHEATHING IN LIEU OF DENSGLASS AT ALL PARAPETS ABOVE ROOF DECK. 3). GENERAL CONTRACTOR TO PROVIDE IDENTIFICATION OF FIRE WALLS PER SECTION 703.7 FBC 2017 EDITION. 4). FOR ALL WALL TYPES: SEE STRUCTURAL DRAWINGS FOR ALL STUD SIZING, GAUGE, AND SPACING. 15 16 17 18 19 20 21 O 23 - I I b f I 2� 3� 4� 5O 5.8 6� 7O 7.2 8� 9O 10 11 12 13 14 15 16 17 18 19 - 7. 20 21 � 23 24 25 THIRD FLOOR PLAN SCALE: 1 /8" = 1 ' -0" _L TYPE-2 'ICK PILASTER), '. AT EAST VATI O N _ TYPE-1, ICCO) ­­­ -1- - - ___ _(K TYPE-2 PILASTER), J EAST FION, TY . TYPE - :CO) /4__� "qNA-fi.1 ELEVATION Iz - - G.2 0 N TYPE-2 PILASTER), J EAST FION, _ TY . - -- - TYPE- -CO) _L TYPE-2 ICK PILASTER), '. AT EAST VATI ON RELEASED FOR CONSTRUCTION 00 00 O f\ U U Q Q Q .E a) D 86 �U) T O •U 0 U) Cn Q O Cn QC W i U 0 U C REVISIONS BY 02/04/22 OS/10/22 08/12/22 10/24/22 „ 12/22/22 1/5 PRINTED PERMIT 02 04 22 REVISION-1 05 10 22 REVISION-3 08 12/22 REVISION-5 12/22/22 • AR97003 22.12:2�� qED xR JereWah S P Russ I Digitall ig by Jerem' Dqt 022.12.26 3:01-06'00' THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY JEREMIAH RUSSELL ON THE DATE ADJACENT TO THE SEAL. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. W 0 Q 0 V) Z LLJ 0 12 W (I- 0 -1 J 0 LLJ ry N o Lf) W Z 't, z00> J � U � O m CY— W m V zQ�JJ LLJ O m0 N a-mU(0N SHEET TITLE THIRD FLOOR PLAN DRAWN xxxx CHECKED DATE 11/2021 SCALE 1 /8" = 1'-0 JOB NO. 0000 SHEET A-4 OF SHEETS i c c SPRINKLER NOTE • ALL SPRINKLER RISER PIPES TO RUN FLOOR -TO -FLOOR THROUGH THE STAIRCASE SHAFT. REVISION #5 NOTE: -REMOVAL OF LOADING ENTRANCES AT EAST AND SOUTH ELEVATIONS. -RELOCATION OF STAIRS-1 -RELOCATION OF ELEVATOR-1 AND MECH. ROOM. -REVISED ELEVATION AND SECTIONS PER FLOOR PLAN CHANGES. FLOOR PLAN NOTES • ALL GYPSUM BOARD MATERIAL TO BE 5/8" • ALL DIMENSIONS ARE TO CENTER OF INTERIOR STUD WALL, EDGE OF CONCRETE SLAB, OR EDGE OF CMU WALL, U.N.O. • METAL STUD PARTITIONS BEHIND ALL PLUMBING AND OTHER FIXTURES SHALL BE BRACED TO STRUCTURE WHERE REQUIRED TO SUPPORT THE EQUIPMENT DESIGNED AND PROVIDED. SEE PLUMBING DRAWINGS FOR CARRIERS, ETC. • THE ELEVATION OF THE FLOOR SURFACE ON BOTH SIDES OF ANY DOOR SHALL NOT VARY BY MORE THAN 1/2 INCH: SHALL BE MAINTAINED ON BOTH SIDES OF THE DOOR OPENING FOR A DISTANCE NO LESS THAN THE WIDTH OF THE WIDEST LEAF. RAISED THRESHOLDS AND FLOOR LEVEL CHANGES IN EXCESS OF 1 /4 INCH AT DOORWAYS SHALL BE BEVELED WITH A SLOPE NOT STEEPER THAN 1/2". 2020 FBC-B, Section 1010.1.7. FLOOR PLAN LEGEND ROOM 000 ROOM NAME AND NUMBER 100 DOOR NUMBER WINDOW TYPE XX - COLUMN LINE DETAILED PLAN OR A-X j DRAWING BLOW-UP 2 EXTERIOR OR INTERIOR ELEVATION A-XX L 4 WALL SECTION CUT OR BUILDING SECTION CUT XX WALL TYPE PARTITION LEGEND WALL TYPE-1 (STUCCO ) - EXTERIOR WALL ASSEMBLY WALL TYPE-1: 1 1 /2" STUCCO; WATERPROOF MEMBRANE ON 2" DENSGLASS SHEATHING ON 6" MTL STUDS, 16 GA (SEE STRUCTURAL) BACKUP SPACED 16" O.C. W/R-13 BATT INSULATION WITH VINYL FACED TO THE INSIDE. AT PILASTERS: SAME ASSEMBLY W/ 2 1 /2" STUCCO. INTERIOR FACE: CORRUGATED METAL LINER PANEL, BY MBM (METAL BUILDING MANUFACTURE) FROM F.F. TO UNDERSIDE OF STRUCTURE DECK. SEE NOTES #1, 2 & 4. WALL TYPE-1 A (STUCCO)- CMU WALL ASSEMBLY SAME AS TYPE-1 WITH 8" CMU WALL IN LIEU OF 6" MTL STUDS. WALL TYPE-2 (BRICK): EXTERIOR WALL ASSEMBLY: 3 1 /2" BRICK RUNNING BOND OR HERRINGBONE; 1 1 /2" AIRSPACE; WATERPROOF MEMBRANE ON 1/2"DENSGLASS SHEATHING ATTACHED TO 6" METAL STUDS (SEE STRUCT), WITH R-13 BATT. AT PILASTERS: SAME ASSEMBLY WITH 2 1 /2" AIRSPACE. SEE NOTES # 1 , 2 & 4. 0 CD 00 3O 4O �5 j 5.8 6O 3 (7� 7.2 � � 10 11 12 13 14 15 1fi 17 18 19 20 21 22 23 24 25 Ln I � Y r wA-7.1 "�245 -10246 -11Cn PRE-ENGINEERED METAL CANOPYBELOW. CANOPY TO BE ANCHORED2 I i TO WALL STRUCTURE (TYP.)ELEVATION i i i z � cv --------- --_------ - -- - - - - - - - W M-- --- -------------- - -------- - : ----------- - - -------- ---------------------------------- ------------------------------------------ --- - -- ------ ----------------- N M co I j j i Q I i , j I i I I I I I i i I I i i i i I I i i i i i I I I i W I I i I I 1 I i I I I I i i i I i i i i i I I i i i Y I i I i I i I I I I : I I i I I i I I ! I � i I i i I i Ii I i i I I Q I I I i Q i i i i i i i I I i 1 I I I I ! I I I I I I i i i I i I I i i i i i I I i i I I I i I I : I it I I I I I z i I li I !I I I I I I I I I I i I o I I I I i I i I I I i I i i I li i i i i Q TYP. I I I I : I I I I I I i I I i I i I i I I J � 'I ' I ' �' I -----.._.._ Q � I I I I � t I II � f i :I i '' I : i •II, I ;: ! I I I I . I I' I I I I'I ' I I .STAND NG SEAM ROOF PANELS. , DOWNSPOTI ! I I! , , SEE DETAIL FOR ROOF SYSTEM I I I• ' , I ER I � WALL TYPE-3 5/8" GYP. BD. EA. SIDE ON 4", 25 GA. MTL. STUDS @ 16 iiui�iiui> t WALL TYPE-5 (2 HR. RATED WALL) (UL# U425) O.C. (SEE STRUCT.)W/ 3" BATT INSULATION (FOR SOUND), 4" MET. STUDS (25 GAMIN.) AT 24" O.C. MAX. WITH EXTEND TO UNDERSIDE OF STRUCTURE DECK. TAPE, SAND & FLOOR/CEILING RUNNER. GATT. INSULATION. 2 LAYERS OF PAINT. REFER TO STRUCTURAL DRAWINGS FOR LOAD 5/8" FIRE RATED GYP. BD. SEE DETAIL SHEET A-14.1. BEARING WALLS SPECIFICATIONS. SEE NOTE #4. WALL TYPE- 3A SEE NOTE #4. SAME AS WALL TYPE '3' WITH ADDED CORRUGATED METAL LINER PANEL OVER GYP. BD., BY MBM (METAL BUILDING � WALL TYPE-6 (CMU WALL) - 2 HR RATED MANUFACTURE) ON STORAGE UNIT SIDE OF WALL, FROM F.F. (SEE UL DESIGN U905) TO UNDERSIDE OF STRUCTURE. M.....M WALL TYPE-7 (1 HR. RATED WALL - UL# U419} WALL TYPE-4 (STORAGE UNITS PARTITIONS) 3-5/8" MET. STUDS @ 24" O.C. MAX. WITH L CORRUGATED METAL LINER PANEL FROM FINISH FLOOR TO FLOOR/CEILING RUNNER. BATT. INSULATION. 1 LAYERS OF 9'-0" A.F.F., ON "CEE" TYPE METAL STUDS FROM FINISH 5/8" FIRE RATED GYP. BD. EA. SIDE. SEE DETAIL SHEET FLOOR TO UNDERSIDE OF STRUCTURE DECK. REFER TO A-14.1. SEE NOTE #4. STRUCTURAL DRAWINGS FOR SIZE, SPACING, AND LOCATION. SEE NOTE #4. NOTES: 1). PROVIDE R-19 BATT INSULATION AT WALL OFFICE ONLY WITH 5/8" GYP. BD. INSIDE FACE, TAPE, SAND & PAINT. 2). PROVIDE 5/8" WEATHER TREATED PLYWOOD SHEATHING IN LIEU OF DENSGLASS AT ALL PARAPETS ABOVE ROOF DECK. 3). GENERAL CONTRACTOR TO PROVIDE IDENTIFICATION OF FIRE WALLS PER SECTION 703.7 FBC 2017 EDITION. 4). FOR ALL WALL TYPES: SEE STRUCTURAL DRAWINGS FOR ALL STUD SIZING, GAUGE, AND SPACING. UK II I I II I !I I i I I I iI iI I i I II I I I I II I I� II I : i iI I I i iI I I i ii I ' I I i I�Ii i I i ,1I I II I II II k i iI II I t i Ii � I I I i! i I I I I iI iI l II I i I Ii II I I + I i i II I I J .4 i I i i i- I , 1 i I I '� II I t - i I li I I i I i I i -t I i I i i i i i t II I I I .. i I T i I I ' ' I I, I IT I i I i I i I i i I I I i I i ' i I � I 't I I � �1: I 7 I i I i i I i i r I i I i I i I 'i it i I I I I II i i i f, I I i I I 1 I I i i : I I I I f i i : : i I I i I I' r I i' I T — i I I f f J , I i i I . I I 1 I i I I I I i I I+ I i i I I I , I I I :iII , II t I I II I I i I I I I I I I iI I i� Ii i iI I i l I I I I' I. I I I I j i I i I I I ' I I I i I : i I I i I i I I i i 4- JI 2 I I I j i j i I I I I I I 5 I I I I ELEVATION 1 { I: NDING SI I STAEAM ROOF PANE�L I I I I I I I -cv SEE DETAIL ETAIL FOR I ROOF OOF SI YSI TI EIM.II ; I � I I I ' ' I i I I I I I I I I I I I 245 -10" I I I I I I •- 1 5 �'' 2 3 4O O 5.8 � O 7.2 O � 10 11 12 13 14 15 16 17 18 19 A-7.2 20 21 22 23 24 25 � 0 ROO PLA •o A- 5 SCALE: 1 8" _ 1 ' -0" RELEASED FOR CONSTRUCTION U NORTH C REVISIONS BY 02/04/22 05/10/22 08/12/22 10/24/22 12/22/22 5 PRINTED PERMIT 02 04 22 REVISION-1 05 10 22 REVISION-3 08/12/22 REVISION-5 12/22/22 F� AR97003 •; �22.12. 2 '•G A • � C� ED A Jeremiah 5 Russell Digitally signed by Jeremiah S Russell Date: 2022.12.26 09:28:34-06'00' THIS ITEM HAS BEEN DIGITALLY G SIGNED AND SEALED BY JEREMIAH RUSSELL ON THE DATE ADJACENT TO THE SEAL. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. W Q ry O F__ p v V J LI_J Q LLJ CL O -� Imo�0 L.Li ry CN Q In LJ Z CE �p®> z iw J ::D C) O LL. m 3: ry L.Li m to z J J Q pw = C� o O O�—IN� mU c0N SHEET TITLE ROOF PLAN DRAWN xxxx CHECKED DATE 11/2021 SCALE 1/8" = 1'-0 JOB NO. 0000 SHEET ,1 5 OF SHEETS SPRINKLER NOTE • ALL SPRINKLER RISER PIPES TO RUN FLOOR -TO -FLOOR THROUGH THE STAIRCASE SHAFT. REVISION #5 NOTE: -REMOVAL OF LOADING ENTRANCES AT EAST AND SOUTH ELEVATIONS. -RELOCATION OF STAIRS-1 -RELOCATION OF ELEVATOR -I AND MECH. ROOM. -REVISED ELEVATION AND SECTIONS PER FLOOR PLAN CHANGES. (D 2 0 O FLOOR PLAN NOTES FLOOR PLAN LEGEND ROOM • ALL GYPSUM BOARD MATERIAL TO BE 5/8". 000 ROOM NAME AND NUMBER • ALL DIMENSIONS ARE TO CENTER OF INTERIOR STUD WALL, EDGE OF CONCRETE SLAB, OR EDGE OF CMU WALL, U.N.O. 100 DOOR NUMBER • METAL STUD PARTITIONS BEHIND ALL PLUMBING AND OTHER FIXTURES SHALL BE BRACED TO STRUCTURE WHERE REQUIRED WINDOW TYPE TO SUPPORT THE EQUIPMENT DESIGNED AND PROVIDED. SEE PLUMBING DRAWINGS FOR CARRIERS, ETC. XX - COLUMN LINE • THE ELEVATION OF THE FLOOR SURFACE ON BOTH SIDES OF ANY DOOR SHALL NOT VARY BY MORE THAN 1 /2 INCH: SHALL ,-----, BE MAINTAINED ON BOTH SIDES OF THE DOOR OPENING FORA 00 i i DETAILED PLAN OR DISTANCE NO LESS THAN THE WIDTH OF THE WIDEST LEAF. A-X DRAWING BLOW-UP RAISED THRESHOLDS AND FLOOR LEVEL CHANGES IN EXCESS OF �_____� 1/4 INCH AT DOORWAYS SHALL BE BEVELED WITH A SLOPE NOT STEEPER THAN 1/2 . 2020 FBC-B, Section 1010.1.7. 2 EXTERIOR OR INTERIOR ELEVATION A-XX 4 WALL SECTION CUT OR BUILDING SECTION CUT XX WALL TYPE 5.8 (8) 7U 7.2 9U 10 11 12 13 14 00 00 00 15 16 17 18 19 20 21 22 23 24 25 4' 3 A-7.1 % W 245 -10"'- o PARTITION LEGEND WALL TYPE-1 (STUCCO) -EXTERIOR WALL ASSEMBLY WALL TYPE-3 WALL TYPE-1: 1 1/2" STUCCO; WATERPROOF MEMBRANE 5/8" GYP. BD. EA. SIDE ON 4", 25 GA. MTL. STUDS ©16" WALL TYPE-5 (2 HR. RATED WALL) (UL� U425� ON 2" DENSGLASS SHEATHING ON 6" MTL STUDS, 16 GA O.C. (SEE STRUCT.)W/ 3" BATT INSULATION (FOR SOUND), 4" MET. STUDS (25 GA.MIN.) AT 24" O.C. MAX. WITH (SEE STRUCTURAL BACKUP SPACED 16" O.C. W/R-13 EXTEND TO UNDERSIDE OF STRUCTURE DECK. TAPE, SAND & FLOOR/CEILING RUNNER. BATT. INSULATION. 2 LAYERS OF GATT INSULATION WITH VINYL FACED TO THE INSIDE. AT PAINT. REFER TO STRUCTURAL DRAWINGS FOR LOAD 5/8" FIRE RATED GYP. BD. SEE DETAIL SHEET A-14.1. PILASTERS: SAME ASSEMBLY W/ 2 1 /2" STUCCO. BEARING WALLS SPECIFICATIONS. SEE NOTE 4 SEE NOTE #4. INTERIOR FACE: CORRUGATED METAL LINER PANEL BY WALL TYPE-3A MBM (METAL BUILDING MANUFACTURE) FROM F.F. TO SAME AS WALL TYPE '3' WITH ADDED CORRUGATED METAL � WALL TYPE-6 (CMU WALL) - 2 HR RATED UNDERSIDE OF STRUCTURE DECK. SEE NOTES #1, 2 & 4. LINER PANEL OVER GYP. BD., BY MBM (METAL BUILDING (SEE UL DESIGN U905) WALL TYPE-1A (STUCCO)- CMU WALL ASSEMBLY MANUFACTURE) ON STORAGE UNIT SIDE OF WALL, FROM F.F. SAME AS TYPE-1 WITH 8" CMU WALL IN LIEU OF 6" MTL. TO UNDERSIDE OF STRUCTURE. WALL TYPE-7 �1 HR. RATED WALL - UL� U419) STUDS. WALL TYPE-4 (STORAGE UNITS PARTITIONS) 3-5/8" MET. STUDS � 24" O.C. MAX. WITH WALL TYPE-2 (BRICK): EXTERIOR WALL ASSEMBLY: � CORRUGATED METAL LINER PANEL FROM FINISH FLOOR TO FLOOR/CEILING RUNNER. BAIT. INSULATION. 1 LAYERS OF 3 1 /2" BRICK RUNNING BOND OR HERRINGBONE; 1 1 /2" g'-0" A.F.F., ON "CEE" TYPE METAL STUDS FROM FINISH 5/8" FIRE RATED GYP. BD. EA. SIDE. SEE DETAIL SHEET AIRSPACE; WATERPROOF MEMBRANE ON 1 /2"DENSGLASS FLOOR TO UNDERSIDE OF STRUCTURE DECK. REFER TO A-14.1. SEE NOTE #4. SHEATHING ATTACHED TO 6 METAL STUDS (SEE STRUCT), STRUCTURAL DRAWINGS FOR SIZE, SPACING, AND LOCATION. SEE NOTE #4. WITH R-13 BATT. AT PILASTERS: SAME ASSEMBLY WITH 2 1 /2" AIRSPACE. SEE NOTES # 1 , 2 & 4. NOTES: 1). PROVIDE R-19 BATT INSULATION AT WALL OFFICE ONLY WITH 5/8" GYP. BD. INSIDE FACE, TAPE, SAND &PAINT. 2). PROVIDE 5/8" WEATHER TREATED PLYWOOD SHEATHING IN LIEU OF DENSGLASS AT ALL PARAPETS ABOVE ROOF DECK. 3). GENERAL CONTRACTOR TO PROVIDE IDENTIFICATION OF FIRE WALLS PER SECTION 703.7 FBC 2017 EDITION. 4). FOR ALL WALL TYPES: SEE STRUCTURAL DRAWINGS FOR ALL STUD SIZING, GAUGE, AND SPACING. i PRE-ENGINEERED METAL! CANOPY 1 2 I i i I i I i BELOW. CANOPY TO BE ANCHORED I A-7.1 I I j A-7.1 I i dam' TO WALL STRUCTURE (TYP.)-' i I 0 l i I i i I I I I I i i I I N ELEVATION z I I I I I i I 1 I i I I I I I I I I N M ao -- - -------- - - -- - - - -- - - - - --- - - - - - -- -- - - -- - - -- - - - - -- - - _ I I !I ! I I l I Q I I i i I i I i i I. I i I i I i I i I I i I I W C� .I I I I I i i i it I i i I i I i I i I I i I i I Y I I IfIII1 I ! 1 I i ' I I I _ A 9 i :, , I I I I f-- I I I i I � I I!f I I Z , i I I I I I, I I -, TYP. � i I - - ��� II � - I I � � �.I I � :.� �I - i�� ,: i II� I N �� I I .' I � I� .fill li I�� lil� I; I i ,� �I� � I� r I II I I ��� � it t I � I I N I �� 1�1 I ,,� :I� ,� IIII I II 'I I . � I ;i : I� I, � ��I � � - - � � i _._ _ - �1 I I � I I � I� t � I �I I � I� '•� T � i I � I I� 1 ' I' �L L �_A-6, ELEVATION E- - ---- -- - it PRE-ENGIN RED - METAL CAN Y BELOW. CA PY TO BE ANCHOR D TO WALL STRU URE (TYP. ) t) 2 ROO A— 5 SCALE: NORTH — I 3 � �5 5.8 6O 7O 7.2 8O 9� 10 11 12 13 14 15 16 17 18 19 A-7.2 20 21 22 23 24' ��25) � PLA 0 U 1/8" = 1'-0" RELEASED FOR CONSTRUCTION REVISIONS BY 02/04/22 05/10/22 08/12/22 10/24/22 12/22/22 5 PRINTED PERMIT 02 04 22 REVISION-1 05 10 22 REVISION-3 08/12/22 REVISION-5 12/22/22 FL .w AR97003 :•� V /22.12.2 • �� 'G FRED •AR Jeremiah S Russell Digitally signed by Jeremiah S Russell Date: 2022.12.26 09:28:34-06'00' THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY JEREMIAH RUSSELL ON THE DATE ADJACENT TO THE SEAL. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. W 0 LL 0 LLJ W n: n 0 j''0/ LLJ ry Q In L1J M M c� 0 j z w U —1 � 0 O � m � �- LJ m (n LLB z � J J Q oW � = CD (n 0 � O M o � � N = a- c0') SHEET TITLE ROOF PLAN DRAWN A CHECKED DATE 11/2021 SCALE JOB NO. SHEET 5 0� SHEETS 4 STUCCO FIELD, STUCCO BAND, METAL CAP & TRIM, 2 STUCCO BAND, COLOR-2, TYP. COLOR 4, TYP. COLOR-3, TYP. A-7.1 COLOR-4, TYP. 0 I I -------- --- ---- I 3rd- floor I I � zc zc W c - ---- -- ------ o Q 0 I I 2nd floor -- --- --- 2'-8 1/2" L ADiNG 0 00 STUCCO PILASTER I ' TRIM, COLOR-3,40=1/ TYP. 1st floor i 16'-11 1/4" 31-0.1, 6'-11 1/4' �V_0" 26'- 3 -0" BRICK: RUNNING BOND, STUCCO PREFINISHED METAL COLOR-6, TYP. BASE/PILASTERS, CANOPY, COLOR EXTERIOR UP/DOWN COLOR-5, TYP. CLEAR ANODIZED LIGHT FIXTURE, SEE SIGNAGE (BY OTHERS) ELEC. *PROVIDE ELECTRICAL CIRCUIT (BY ELECT. CONTRACTOR)* NORTH ELEVATION A— 6 SCALE: 1/8 59 = 1 '-0" _31, Io -NULL- \u I V t 17L1\JJ *PROVIDE ELECTRICAL CIRCUIT (BY ELECT. CONTRACTOR)* 2 WEST ELEVATION A— 6 SCALE: 1/8 1? = 1 '_0" LLLU. 30'-6" STUCCO FIELD, 1 METAL CAP & TRIM3 STUCCO FIELD, COLOR-2, TYP. STUCCO BAND, COLOR-2, TYP. A-7.1 COLOR-3, TYP., A-71 COLOR-4, TYP. I I � I � I T T T 0 -0" 30'-6" STUCCO PILASTER TRIM, COLOR-3, — TYP. I -0" 30'-6" � '-0" PREFINISHED METAL CANOPY, COLOR CLEAR ANODIZED SIGNAGE (BY OTHERS) *PROVIDE ELECTRICAL CIRCUIT (BY ELECT. CONTRACTOR)* O � I 26' 6" 3'- " 19'-4 1/2-- STUCCO BASE/PILASTERS, COLOR-5, TYP. 1 19'-4 1/2" 3'-0" EXTERIOR UP/DOWN LIGHT FIXTURE, SEE ELEC. EXTERIOR FINISHES • METAL COLOR-1: PREFINISHED METAL CANOPIES CLEAR ANODIZE 0 STUCCO COLOR-2 SHERWIN-WILLIAMS, NEBULOUS WHITE, SW 7063, LRV: 74 • STUCCO COLOR-3 SHERWIN-WILLIAMS, SERIOUS GRAY, SW 6256 LRV: 23 • STUCCO COLOR-4 WASABI GREEN • STUCCO COLOR-5 SHERWIN WILLIAMS, IRON ORE, SW 7069 LRV: 6 • BRICK COLOR-6 'TUXEDO' REVISION #5 NOTE: -REMOVAL OF LOADING ENTRANCES AT EAST AND SOUTH ELEVATIONS. -RELOCATION OF STAIRS-1 -RELOCATION OF ELEVATOR -I AND MECH. ROOM. -REVISED ELEVATION AND SECTIONS PER FLOOR PLAN CHANGES. M I C-4 Zo 4 0 w Q 00 00 °I 10 0 00 Ld I �-0 d- l0 0 ao Z w0 Q w0 Y gF- 0 Z Q Q) Q) i 5� .0 O Gn Q .nl cn Q) 144 RELEASED FOR CONSTRUCTION I v REVISIONS BY 02/04'122 05/10/22 08/12/22 09 19 22 4 12/22/22 5 PRINTED PERMIT 02 04 22 REVISION-1 05 10 22 REVISION-3 08 12 22 REVISION-4 09/19/22 REVISION-5 12/22/22 F F( AR97003 : ti 0 G� 022.12.20, RED �AR Jere Digitally signed by Jeremiah S i a h S � ussell e: Ruse .€ 09:28:10 -06'00' THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY JEREMIAH RUSSELL ON THE DATE ADJACENT TO THE SEAL. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. rL.jJ V ry O F_ z Ld 0 L. j CL O -1 _jO Ld ct� CN p L0 M L LJ Q M O > z U?_jJ O m Q:. L.LJ m Ld J _J Ow r O 0 —I N a. mU CDN SHEET TRLE ELEVATIONS DRAWN XXXX CHECKED DATE 11/2021 SCALE 1/8" = 1'-0 .SOB No. 0000 SHEET A-6 OF SHEETS STUCCO FIELD, COLOR-2, TYP. 4 i — I- c 3rd floor Q 4 ~ 0 0 00 i � o I 2nd floor ------ ------------------- STUCCO PILASTER TRIM, COLOR— , °O TYP. 1st floor o *3'-04 31'-10 1/2" STUCCO BASE/PILASTERS, COLOR-5, TYP. a 8" CONTINUOUS GUTTER COLOR-3, TYP. c S-0" 31'-10 1/2 3'-0" � 31'-10 1/2" L3' 6"X6" DOWNSPOUT; COLOR-3, TYP. PVC 6X6 CONNECTOR TO ROUND ADAPTER, TYP. 3 SOUTH ELEVATION A-6.1 SCALE: 1/8" = 1'-0" A / . \ / 6 1 ...nivinv� �u i v i iuw� *PROVIDE ELECTRICAL CIRCUIT (BY ELECT. CONTRACTOR)* 4 EAST ELEVATION A-6. 1 SCALE: 1/8 29 = 1'-0" 0 I I 31'-10 1/2" STUCCO BASE/PILASTERS, COLOR-5, TYP. STUCCO FIELD, COLOR-2, TYP. EXTERIOR UP/DOWN LIGHT FIXTURE, SEE ELEC. 6"X6" DOWNSPOUT, C COLOR-3, TYP. _ .T 1'-10 1/2" S-0" _ STUCCO FIELD, PARAPET BEYOND COLOR-2, TYP. o 5 v v� W 1 o n o � n I co � o o 0 0o L0 0 0 O 50 0 10 NF 31'-10 1/2" 3' Q" 31'-10 1/ S-0.� BRICK: RUNNING BOND, 0-4 z 1-d- STUCCO COLOR-6, TYP. O BASE/PILASTERS, XTERIOR UP/DOWN = LLI COLOR-5, TYP. LIGHT FIXTURE, SEE ELEC. Lil CD g� 0 z �Q EXTERIOR FINISHES • METAL COLOR-1: PREFINISHED METAL CANOPIES CLEAR ANODIZE • STUCCO COLOR-2 SHERWIN-WILLIAMS, NEBULOUS WHITE, SW 7063, LRV: 74 • STUCCO COLOR-3 SHERWIN-WILLIAMS, SERIOUS GRAY, SW 6256 LRV: 23 • STUCCO COLOR-4 WASABI GREEN • STUCCO COLOR-5 SHERWIN WILLIAMS, IRON ORE, SW 7069 LR V: 6 • BRICK COLOR-6 'TUXEDO' I— U U ry Q Q Q 0 .E Q� 86 cn v U 0 cn cn Q REVISION #5 NOTE. -REMOVAL OF LOADING ENTRANCES AT EAST AND SOUTH ELEVATIONS. -RELOCATION OF STAIRS-1 - -RELOCATION OF ELEVATOR -I AND MECH. ROOM. . -REVISED ELEVATION AND SECTIONS PER FLOOR PLAN Cn CHANGES. U RELEASED FOR CONSTRUCTION I v J REVISIONS BY 02/04/22 05/10/22 08/12/22 09 19 22 4 12/22/22 5 .j PRINTED PERMIT 02 04 22 REVISION-1 05 10 22 REVISION-3 08 1 2 22 REVISION-4 09/ 19/22 REVISION-5 12/22/22 AR97003 �¢ 2.12.?,�'� FRED Jerobiah S Russ II Digital) sig d b Jere ss Dat .2022.12.26 r:. . 7:41-06'00' THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY JEREMIAH RUSSELL ON THE DATE ADJACENT TO THE SEAL. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. W 0 LL 0 �f n V 0 z w p 12w C� 0 -� -1 0 Ld O p Lj z M M zo0> 0 Uj� J m 0 0 LL_ � W m cn w _ z J J J o C� 00 M o _1 cv 2 ar �OoU�N SHEETTRLE ELEVATIONS DRAWN XXXX CHECKED DATE 11/2021 SCALE 1/8" = 1'-0 JOB NO. 0000 SHEET A-601 OF SHEETS -. .. -. a .• -�. .:• _ - - - - - - - - ,. � _ � _ ` � _ _ ..^.--. ..- . •. _ :ram-- -,- - k. ti r i - I� 'L--_ F Oi�d.i 1. �h" :��'�#,■�� u'llr� ..�.:� �kw�rr �.� ��-6r r _ '�' �' ",'ate 2u��a�.— � ...z_ . _ �... ��, _ _ .. �. _,r..' } � rdii� . •e�►s�`_ w� �% -�-- '"ti.e'R ., PREMANUFACTURED COPING PREFABRICATED METAL CAP FLASHING ANCHORED TO CONTINUOUS P.T. 2x WOOD BLOCKING. PROVIDE CONTINUOUS HOLD-DOWN CLIP. SLOPE 1/4" PER FOOT, TYP. CONTINUOUS BLOCKING CAP CAVITY WALL WITH TREATED 3/4" PLYWOOD AND BLOCKING AS SHOWN. ANCHOR TO METAL STUD KNEE WALL BELOW. -27'-5" .0. PARAPET STUCCO TRIM +24'-3" S.S.M.R. WALL TYPE-1: 1 1/2" STUCCO; WATERPROOF MEMBRANE ON I" DENSGLASS SHEATHING GOLD SHEATHING ON 6" MTL STUDS W/R-13 do R-19 BATT. INSULATION. SEE WALL -TYPE LEGEND, NOTE 11. BRICK/STUCCO PILASTER BEYOND SEALANT OVER ROD, TYP. CLEAR ANODIZED ALUMINUM STOREFRONT SYSTEM W/ 1" INSULATED LOW-E GLASS 1/2- EXPANSION JOINT FILLER— _ +1 1'-8" ATTIC/DISPLAY AREA WALL TYPE-1: 1 1/2" STUCCO; WATERPROOF MEMBRANE ON J" DENSGLASS SHEATHING GOLD SHEATHING ON 6" MTL STUDS W/R-13 k R-19 BATT. INSULATION. SEE WALL -TYPE LEGEND, NOTE 11. FLASHING SEALANT OVER ROD, TYP: CLEAR ANODIZED ALUMINUM STOREFRONT SYSTEM W/ 1" INSULATED LOW-E GLASS I I I I i I l I i 21 11 / I LOPE 1/4" PER FOOT --i SEE STIR E STIR S -STRUC BEAM SEE STRUCTI 0 0 0 -R-13 INSULATION 1-1/4" GALVALUME MTL WALL BY MBM PREFINISHED METAL FLASHING ROOF SYSTEM TRAPEZOIDAL STANDING SEAM ROOF PANELS PER MANUFACTURER'S RECOMMENDED INSTALLATION SLOPE = 1/4" PER FOOT 4" (R-13) UNFACED INSULATION PERPENDICULAR TO PURLIN 6" (R-19) VINYL FACED INSULATION PARALLEL TO PURLIN 1 " (R-5) THERMAL BLOCKS - Z PURLINS SEE STRUCTURAL 2" WHITE STRAP STRUCTURAL JOISTS (SEE STRUCTURAL) SUSPENDED CEILING l� L DISPLAY DOOR BY INTERIOR k PARTITION PROVIDER (SEE OWNER FOR L COLOR SPEC.) o OL � o o DISPLAY s AREA o ATTIC -T-, 3/4" FIRE RATED PLYWOOD ON METAL DECKING SEE STRUCTURAL BEAM BEYOND (SEE STRUCTURAL) ;USPENDED CEILING - WALL TYPE '3'. 5/8" GYP. BD. ON 4" MET. STUDS. SEE STRUCTURAL. UTILITY RM CONCRETE SLAB ON VAPOR RETARDER - SEE STIR. —NONE FILL FOUNDATIONSEE 1/2" EXPANSION JOINT FILLER I DRAINAGEPLAN CONC. SIDEWALK SEE CIVIL +0'-0" FIRST FLOOR a ° d ° a ° a III III Ili III ill— ill II o 0 0 R-19 INSULATION - BOX BEAM HEADER I SEE STRUCTURAL 1_ DISPLAY DOOR BY INTERIOR PARTITION PROVIDER (SEE OWNER FOR _ COLOR SPEC.) o � o' o g DISPLAY C a - AREA WALL SECTION A-% SCALE: 1/2" = 1'-0" PREMANUFACTURED COPING PREFABRICATED METAL CAP FLASHING ANCHORED TO CONTINUOUS P.T. 2x WOOD BLOCKING. PROVIDE CONTINUOUS HOLD-DOWN CLIP. SLOPE 1/4 PER FOOT, TYP. CONTINUOUS BLOCKING CAP CAVITY WALL WITH TREATED 3/4" PLYWOOD AND BLOCKING AS SHOWN. ANCHOR TO METAL STUD KNEE WALL BELOW. � +29'-6" T.O. PARAPET 4 STUCCO TRIM VARIES WALL TYPE-1: 1 1/2" STUCCO; WATERPROOF MEMBRANE ON j" DENSGLASS SHEATHING GOLD SHEATHING ON 6" MTL STUDS W/R-13 h R-19 BATT. INSULATION. SEE WALL -TYPE LEGEND, NOTE #1. 0 i FLASHING SEALANT OVER ROD, TYP.— BRICK/STUCCO PILASTER BEYOND CLEAR ANODIZED ALUMINUM STOREFRONT SYSTEM W/ 1" INSULATED LOW-E GLASS 1/2" EXPANSION JOINT FILLER PREFINISHED METAL CANOPY. 2X BLOCKING BEHIND PER SHOP DRAWINGS _ +11'-8" ATTIC/DISPLAY AREA 100 212 F'/ I 1-1/4" GALVALUME MTL WALL BY MBM PREFINISHED METAL FLASHING ROOF SYSTEM TRAPEZOIDAL STANDING SEAM ROOF PANELS PER MANUFACTURER'S RECOMMENDED INSTALLATION SLOPE = 1/4" PER FOOT 4" (R-13) UNFACED INSULATION PERPENDICULAR TO PURLIN 6" (R-19) VINYL FACED INSULATION PARALLEL TO PURLIN 1 " (R-5) THERMAL BLOCKS i SEE STRUCTURAL KE ANGLE L SEE STRUCTURAL 'Z' PURLINS O SEE STRUCTURAL STRUC BEAM I_ SEE STRUCTURA 2" WHITE STRAP 0 0 0 STRUCTURAL JOISTS (SEE STRUCTURAL) R-13 SUSPENDED CEILJNG INSULATION DISPLAY DOOR BY INTERIOR PARTITION PROVIDER i (SEE OWNER FOR COLOR SPEC.) T o i � � o 0 �- DISPLAY c� AREA o ATTIC I.T_ f 0' Z' 3/4" FIRE RATED PLYWOOD ON METAL DECKING SEE iSTRUCTURAL I ALUMINUM SCUPPER " L— STRUC BEAM FLASHING PER CANOPY SEE STRUCTURAL \\�R-119 MANUF. RECOMMENDATION INSULATION WALL TYPE-1: 1 1/2" STUCCO; WATERPROOF MEMBRANE ON }" DENSGLASS SHEATHING GOLD BOX BEAM HEADER SHEATHING ON 6" MTL STUDS W/R-13 do R-19 BATT. SEE STRUCTURAL INSULATION. SEE WALL -TYPE LEGEND, NOTE #1. FLASHING SEALANT OVER ROD, TYP. 0 0 0 co OFFICE CLEAR ANODIZED ALUMINUM - STOREFRONT SYSTEM W/ 1" INSULATED LOW-E GLASS/ ENTRY DOORS �- h 1/2" EXPANSION JOINT FILLER CONC. SIDEWALK SEE CIVIL H FIRST FLOOR a ° d7Lf i aEI I ° i I i II I I I II! I,I I II I II I! I I �I I IIIII I II 11 � I II WALL SECTION A SCALE: 1/2" = 1'-0" BRACE (SEE STRUCTURAL) ;USPENDED CEILING CONCRETE SLAB ON VAPOR RETARDER - SEE STIR. NONE FILL SEE FOUNDATION DRAINAGE PLAN N i N PARAPET BEYOND- +27'-5" T.0 PARAPET (BEYOND) 6" EAVE STRUT SEE STRU CONTINUOUS 8" GUTTER DOWNSPOUT BEYOND _A +11'-8" ATTIC/DISPLAY AREA BOX HEADER (SEE STRUCTURAL) FLASHING SEALANT OVER ROD, TYP. 00 STORAGE ROLL -UP DOOR, PER MANUFACTURE RECOMMENDED INSTALLATION CONTINUOUS 1.5"Dx9j""W SLAB CUT-OUT BELOW FINISH FLOORAT ALL EXTERIOR DOORS. 0 ! co I ROOF SYSTEM I TRAPEZOIDAL STANDING SEAM ROOF PANELS PER MANUFACTURER'S RECOMMENDED INSTALLATION SLOPE = 1/4" PER FOOT 4" (R-13) UNFACED INSULATION /FF PERPENDICULAR TO PURLIN 6" (R-19) VINYL FACED INSULATION PARALLEL TO PURLIN 1" (R-5) THERMAL F BLOCKS (SLOPE 1/4" PER FOOT - BEAM BEYOND (SEE STRUCTURAL) STRUC BEAM SEE STRUCTURAL STRUC BEAM SEE STRUCTURAL R-13 INSULATION STORAGE UNIT i — Z URLINS SEE STRUCTURAL `2" WHITE STRAP STRUCTURAL JOISTS (SEE STRUCTURAL) 3/4" FIRE RATED PLYWOOD ON METAL DECKING SEE STRUCTURAL - BEAM BEYOND (SEE STRUCTURAL) CONCRETE SLAB ON VAPOR (SEE STRUCTURAL) ! RETARDER - SEE STIR. STONE FILL SEE FOUNDATION DRAINAGE PLAN 1/2 EXPANSION JOINT FILLER CONC. SIDEWALK SEE CIVIL FIRST FLOOR a a ia i ! 11 ,1 �I P: WALL SECTION A-% SCALE: 1/2" = 1'-0" LIJ O O 0 Z _ t- a0 Ld n W 0 Y g� O Z �g �Q wo v RELEASED FOR CONSTRUCTION I J C REVISIONS BY 02/04/22 05 10 22 08/12/22 09 19 22 4 PRINTED PERMIT 02 04 22 REVISION-1 05 10 22 REVISION-3 08 12 22 REVISION-4 09/19/22 F� " AR9700341 022.12.26� AED ARG� Jere € iah S a Russ II 7 Digitally n' Russell Y:r Da- 22.12.26 09:27:16 -0600' THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY JEREMIAH RUSSELL ON THE DATE ADJACENT TO THE SEAL. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. rW V O � Z bj 0 12 w 0- 0 -� 0 W N o Lf) W Z QM M O Z W 0 J U=) LA_ 0 m �+ W m V J z JLLJ CI' 0 �- O oofN lL 0:�mU(N SHEET TITLE WALL SECTIONS -OFFICE TOWER DRAWN XXXX CHECKED DATE 11/2021 SCALE 1/2" = 1'-0 JOB NO. 0000 SHEET A-7 OF SHEETS PREMANUFACTURED COPING PREFABRICATED METAL CAP FLASHING ANCHORED TO CONTINUOUS P.T. 2x WOOD BLOCKING. PROVIDE CONTINUOUS HOLD-DOWN CLIP. SLOPE 1/4" PER FOOT, TYP. CONTINUOUS BLOCKING CAP CAVITY WALL WITH TREATED 3/4" PLYWOOD AND BLOCKING AS SHOWN. ANCHOR TO METAL STUD KNEE WALL BELOW. +38'-8" T.0 PARAPET u 37'-3" S.S.M.R. WALL TYPE-1: 1 1/2" STUCCO; WATERPROOF MEMBRANE ON j" DENSGLASS SHEATHING GOLD SHEATHING ON 6" MTL STUDS W/R-13 & R-19 BATT. INSULATION. SEE WALL -TYPE LEGEND, NOTE 11. +23'-4" THIRD FLOOR STUCCO PILASTER BEYOND, TYP. 00 WALL TYPE-1: 1 1/2" STUCCO; WATERPROOF MEMBRANE ON J" DENSGLASS SHEATHING GOLD SHEATHING ON 6" MTL STUDS W/R-13 & R-19 BATT. INSULATION. SEE WALL -TYPE LEGEND, NOTE 11. +1 1'-8" SECOND FLOOR WALL TYPE-1: 1 1/2" STUCCO; WATERPROOF MEMBRANE ON }" DENSGLASS SHEATHING GOLD SHEATHING ON 6" MTL STUDS W/R-13 & R-19 BATT, INSULATION. SEE WALL -TYPE LEGEND, NOTE #1. 00 THOUGH -WALL FLA: GROUT CAVITY SOLI +0'-0" FIRST FLOOR 1 1/2 SLOPE 1/4" PER FOOT RAKE SUPPORT SEE STRUCTURAL RAKE ANGLE SEE STRUCTURAL R-13 INSULATION -DECK ANGLE < - a R-13 INSULATION - DECK ANGLE 1-1/4" GALVALUME MTL WALL BY MBM PREFINISHED METAL FLASHING ROOF SYSTEM TRAPEZOIDAL STANDING SEAM ROOF PANELS PER MANUFACTURER'S RECOMMENDED INSTALLATION SLOPE = 1/4" PER FOOT 4" (R-13) UNFACED INSULATION PERPENDICULAR TO PURLIN 6" (R-19) VINYL FACED INSULATION PARALLEL TO PURLIN 1" (R-5) THERMAL BLOCKS I 'Z' PURLINS SEE STRUCTURAL 2" WHITE STRAP CONC SLAB ON METAL DECKING SEE STRUCTURAL CONC SLAB ON METAL DECKING SEE STRUCTURAL PREMANUFACTURED COP'A'n ^nrrAnnln ATrn 11-Al CAP FLASHING ANCI CONTINUOUS P.T. 2x W BLOCKING. PROVIDE CO SLOPE 1/4" PER FOOT CONTINUOUS BLOCKING TREATED 3/4" PLYWOOE SHOWN. ANCHOR TO METAL STUI A +41'-8" T.0 HIGH PARAPET WALL TYPE -IA: 1 1/2" STUCC MEMBRANE ON I" DENSGLASS SHEATHING ON 8" CMU WALL. LEGEND. +23'-4" THIRD FLOOR STUCCO PILASTER BEYOND, TYP. WALL TYPE -IA: 1 1/2" STUCC, MEMBRANE ON }" DENSGLASS SHEATHING ON 8" CMU WALL. LEGEND. z +11'-8" SECOND FLOOR R-13 INSULATION INTERIOR LINER PANEL BY MBM CONCRETE SLAB ON VAPOR RETARDER - SEE STIR. .10 STONE FILL THOUGH -WALL FLASHING SEE FOUNDATION DRAINAGE PLAN +0'-0" 14 FIRST FLOOR 4 ° A a 4, 4 -d I I I I A -4'-0" MIN (TBV) B. 0. PIT WALL BY MBM ETAL FLASHING ROOF SYSTEM JG SEAM ROOF NNUFACTURER'S D INSTALLATION /4" PER FOOT :ED INSULATION AR TO PURLIN i) VINYL FACED LEL TO PURLIN R-5) THERMAL BLOCKS RAIL ;AP ,ND DISPLAY AREA AT & OFFICE BUILDING TUCCO. J BUILDING EXTERIOR. 'ES LEGEND R FINISHES LEGEND' M ONS PREMANUFACTURED COPING PREFABRICATED METAL CAP FLASHING ANCHORED TO CONTINUOUS P.T. 2x WOOD 1 WALL SECTION 2 WALL SECTION 3 WALL SECTION A 7.1 SCALE: 1/2•• = 11_09. A-7.1 SCALE: 1/2„ = 11_0•• A-7.1 SCALE: 1/2„ = 1•_0,� ' " 1a" nA"'A""'r "r' WALL BY MBM ETAL FLASHING ROOF SYSTEM JG SEAM ROOF \NUFACTURER'S D INSTALLATION /4" PER FOOT :ED INSULATION AR TO PURLIN ) VINYL FACED LEL TO PURLIN R-5) THERMAL BLOCKS URAL -RAP RELEASED FOR CONSTRUCTION O 00 LO 0 O WI 1- O 10 Of 0 N z .t wro w0 W � Y ©z Q U LLJ Z U Q Q Q v U) 0 .E v v D 86 cn v U cn (n 7D U .nl T cn v -4--� U 0 U REVISIONS BY 02/04/22 05 10 22 08/12/22 3 PRINTED PERMIT 02 04 22 REVISION-1 05 10 22 REVISION-3 08 12 22 .t• R • S. '. AR97003 . �`• CJ • 22.08.18;* FgED AR Jearerfiflah S Russ Digitall ig by Jerem' ,h.��. n9975Mwrm Da4t. 022.08.18 7:41-05'00' THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY JEREMIAH RUSSELL ON THE DATE ADJACENT TO THE SEAL. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. rW ry 0 Z L Q L n2 I...L. 0 --1 L0 LJ Qf � o Lo LZato 0 0>M z W J C) m 0 0 :3: L 0° (n Lli DO N CL mU oN SHEETTITLE WALL SECTIONS DRAWN XXXX CHECKED DATE 1 1 /2021 SCALE 1/2" = 1'-0 JOB NO. 0000 SHEET A-791 OF SHEETS ROOF SYSTEM TRAPEZOIDAL STANDING SEAM ROOF PANELS PER MANUFACTURER'S RECOMMENDED INSTALLATION SLOPE = 1/4" PER FOOT 4" (R-13) UNFACED INSULATION — PERPENDICULAR TO PURLIN 6" (R-19) VINYL FACED INSULATION PARALLEL TO PURLIN 1" (R-5) THERMAL BLOCKS 'Z' PURLINS SEE STRUCTURAL '2" WHITE STRAP CONC SLAB ON METAL DECKING SEE STRUCTURAL E 1/4" FOOT EVE STRUT SEE STRUCTURAL CLOSURE ANGLE R-13 INSULATION DECK ANGLE CONC SLAB ON METAL DECKING SEE STRUCTURAL INTERIOR LINER PANEL BY MBM CONCRETE SLAB ON VAPOR RETARDER - SEE STIR. STONE FILL SEE FOUNDATION DRAINAGE PLAN BEYOND CONTINUOUS 6"z6" GUTTER 35'-0" T.O. GUTTER 34'-19 S.S.M.R.� WALL TYPE-1: 1 1/2" STUCCO; WATERPROOF MEMBRANE ON }" DENSGLASS SHEATHING GOLD SHEATHING ON 6" MTL STUDS W/R-13 & R-19 BATT. INSULATION. SEE WALL -TYPE LEGEND, NOTE #1. STUCCO PILASTER BEYOND, TYP. WALL TYPE-1: 1 1/2" STUCCO: WATERPROOF MEMBRANE ON }" DENSGLASS SHEATHING GOLD SHEATHING ON 6" MTL STUDS W/R-13 & R-19 BATT. INSULATION. SEE WALL -TYPE LEGEND, NOTE #1. JL 4 4 WALL SECTION A-7.2 SCALE: 1 /2" = 1'-0" UOUS FLASHING +0'-0" FIRST FLOOR 0o co 5 NOT USED A-7.2 SCALE: 1/2" = 1'-0" 00 N co i PREMANUFACTURED COPING PREFABRICATED METAL CAP FLASHING ANCHORED TO BLOCKING. PROVIDE CONTINUOUS HOLD-DOWN CUP. SLOPE 1/4" PER FOOT, TYP. CONTINUOUS BLOCKING CAP CAVITY WALL WITH TREATED 3/4" PLYWOOD AND BLOCKING AS SHOWN. ANCHOR TO METAL STUD KNEE WALL BELOW. +38'-8" T.0 PARAPET A 37'-3" S.S.M.R. 1 1/2" BRICK/STUCCO PILASTER BEYOND, TV: WALL TYPE-1: 1 1/2" STUCCO; WATERPROOF MEMBRANE ON J" DENSGLASS SHEATHING GOLD SHEATHING ON 6" MTL STUDS W/R-13 & R-19 BATT. INSULATION. SEE WALL -TYPE LEGEND, NOTE #1. .I BRICK/STUCCO PILASTER BEYOND, TYP. co N WALL TYPE-2: 3 1/2" BRICK RUNNING BOND; 1 1/2" is AIRSPACE; WATERPROOF MEMBRANE ON , 1/2-DENSGLASS SHEATHING ATTACHED TO 6" METAL STUDS (SEE STRUCT), WITH R-13 BATT. WALL TYPE-2: 3 1/2" HERRINGBONE PATTERN BRICK; 4 1 1/2" AIRSPACE; WATERPROOF MEMBRANE ON 1/2-DENSGLASS SHEATHING ATTACHED TO 6" METAL STUDS (SEE STRUCT), WITH R-13 BAIT. co co WALL TYPE-2: 3 1/2" BRICK RUNNING BOND; 1 1/2" AIRSPACE; WATERPROOF MEMBRANE ON 1/2"DENSGIASS SHEATHING ATTACHED TO 6" METAL STUDS (SEE STRUCT), WITH R-13 BATT. loo WALL TYPE-2: 3 1/2" HERRINGBONE PATTERN BRICK; O° 1 1/2" AIRSPACE; WATERPROOF MEMBRANE ON 1/2-DENSGLASS SHEATHING ATTACHED TO 6" METAL STUDS (SEE STRUCT), WITH R-13 BATT. CID m WALL TYPE-2: 3 1/2" BRICK RUNNING BOND; 1 1/2' AIRSPACE; WATERPROOF MEMBRANE ON 1/2"DENSGLASS SHEATHING ATTACHED TO 6" METAL STUDS (SEE STRUCT), WITH R-13 BATT. THOUGH -WALL FLASHING v N +0'-0" SLOPE 1/4" PER FOOT I � RAKE SUPPORT SEE STRUCTURAL RAKE ANGLE SEE STRUCTURAL — R-13 INSULATION -DECK ANGLE — R-13 INSULATION -DECK ANGLE R-13 INSULATION 1-1 /4" GALVALUME MTL WALL BY MBM PREFINISHED METAL FLASHING ROOF SYSTEM TRAPEZOIDAL STANDING SEAM ROOF PANELS PER MANUFACTURER'S RECOMMENDED INSTALLATION SLOPE = 1/4" PER FOOT r-4" (R-13) UNFACED INSULATION PERPENDICULAR TO PURLIN 6" (R-19) VINYL FACED INSULATION PARALLEL TO PURLIN 1" (R-5) THERMAL BLOCKS I 'Z' PURLINS SEE STRUCTURAL 2" WHITE STRAP CONC SLAB ON METAL DECKING SEE STRUCTURAL CONC SLAB ON METAL DECKING SEE STRUCTURAL INTERIOR LINER PANEL BY MBM CONCRETE SLAB ON VAPOR RETARDER - SEE STIR. a a e III III —III <a III.. III III III.. III III III.. I� IIIIIIII IIIIII II _ II 6 WALL SECTION A—%.Z SCALE: 1/2" = 19_0•9 STONE FILL SEE FOUNDATION DRAINAGE PLAN RELEASED FOR CONSTRUCTION O 00 Lr)o r"_ W E- O D (!) ¢ O d- U U ry cn Q 1.� NN� n_ C) . E W Q) _ D " `.J Q.� O •U O Q V .nl U) 1� T U O U C REVISIONS BY 02/04/22 05/10/22 08/12/22 12 22/22 5 PRINTED PERMIT 02 04 22 REVISION-1 05 10 22 REVISION-3 08/12 22 REVISION-5 12/22/22 F(, ;Li AR97003 �Q22.12.26% RED •A Jere wa iah S Russ i Digitall , ig by Jerem' .hSA Dot 022.12.26 �6:55-06'00' THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY JEREMIAH RUSSELL ON THE DATE ADJACENT TO THE SEAL. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. rw V NQ O V) Z wp w ^^� 1� O� --1O wr o LQ w Z Q M p 0 > z_Li 0 O m 0:�w mN w ._J J z J J Lli >� U� O �- O O N a - SHEET TITLE WALL SECTIONS DRAWN xxx)( CHECKED DATE 11/2021 SCALE 1 /2" = 1 '-0 JOB NO. 0000 SHEET A-792 OF SHEETS [,I i I I i I I lI I � I 5 3rd FLOOR PLAN(STAIR-1)- 3rd A-8 SCALE: 1/4 99 = 1'-0" A-8 SCALE: I i I J II\LMUJ W III I I 2nd FLOOR PLAN SCALE: 1 /4" = 1 ' —0" �I I I 11 ,1 8t -1 4-0 9 TREADS!@ 1 I I 2" 2 — 8.1 ! � �• U � j � I 1st FLOOR MW I r I I CV I I N I j j 18,_8" PLAN SCALE: 1 /4'9 = 1 ' —0" I - 6 -5 II 1._11 C •.�� I STA�- i 101 :r I 27" HIGH GUARDRAIL 01 71-0,1 I � I I I i (STAIR-1) [,I FLOOR PLAN (STAIR-2) 4 2nd FLOOR PLAN (STAIR-2) A-S SCALE: 1/4" = 19_09• 18'-8„� �— L u , » CD 27" HIGH � j su � �, • � GUARDRAIL j. STAIRS-2 —CN � - j, t 8.1 4 +� rj1'-11" 12" El -�7 TF� ---- -- 6'-5'1 1st FLOOR 8'-3" � 11 4'-0" j TREADS @ 11 1 I I j i PLAN (STAIR-2 SCALE: 1 /4" = 1'-0" Florida Accessibility Code 2017 Section 207 ACCESSIBLE MEANS OF EGRESS 207.1 General. Means of egress shall comply with section 1003.2.13 of the International Building Code (2000 edition and 2001 Supplement) or section 1007 of the International Building Code (2003 edition) (incorporated by reference, see "Referenced Standards" in Chapter 1). International Building Code 2003 edition Section 1007. Enclosed exit stairways. Exception 3. The clear width of 48 inches (1219 mm) between handrails and the area of refuge is not required at exit stairways in buildings or facilities equipped throughout with an automatic sprinkler system installed in accordance with section 903.3.1.1 or 903.3.1.2. RELEASED FOR CONSTRUCTION 00 00 wl F- 5 O C/)� 10 0 cV Z`t Of n WPO w0 Y oZ U-)� �a REVISIONS BY 02/04/22 12 22 22 5 PRINTED PERMIT 02 04 22 REVISION-5 12/22/22 Lu AR97003 V * 22.12.26 RED �AR ,a Digitally Jere signed by Jeremiah S i a h S `ytussell Rusey, e,� 09:26:13 I1 �-06'00' THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY JEREMIAH RUSSELL ON THE DATE ADJACENT TO THE SEAL. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. W L.J_ 0 V / Z Ld 0 L,J n 0 —1 10 L d ly Nt o u7 M LLI Z Q M o Q0> 0 UJ� LL- m 0 3: ly Ljj m cri Z ~ _J 0w Q 0 O 0 _J N CL SHEET TITLE STAIRS ENLARGED PLANS DRAWN XXXX CHECKED DATE 1 1 /2021 SCALE AS NOTED " NO. 0000 SHEET A-8 OF SHEETS LANDING WORK LINE AT NOSE OF TREAD 1/2" DIA. METAL BAR PICKETS AT 4" O.C. (MAX.). PICKET SPACIN-� SHALL NOT ALLOW 1 PASSAGE 2 OF 4" SPHERE PER FBC 2020; 1015.3 & 4. =% EDGE OF STAIR TREAD TO END 0 0 OF HANDRAIL CV STEEL LANDING —� STEEL TREADS (TYPICAL) — BENT METAL STRINGER 3 TYPICAL STAIR A-80 1 SCALE: 1/2 1' = 1'-0" 1 NOT USED ,Q—$. 1 SCALE: 1/2" = 1'-0" 1 1/2" DIA. STEEL STRUCTURAL TUBING HANDRAIL (TYPICAL) DETAILS 11" 1'-0" RETURN END OF HANDRAIL TO 1/8" CLEAR OF WALL (TYPICAL) PAINTED METAL MOUNTING BRACKET (TYPICAL) 1 1/2" DIA. STEEL STRUCTURAL TUBING HANDRAIL (TYPICAL) 1'-0" RETURN END OF HANDRAIL TO 1/8" CLEAR OF WALL (TYPICAL) PAINTED METAL MOUNTING BRACKET (TYPICAL) � 2 SECTION (TYP.) A-8.1 SCALE: 1/2" _ 1'-0" RETURN END OF HANDRAIL TO 1/8" CLEAR OF WALL (TYPICAL) 1 1/2" DIA. STEEL STRUCTURAL TUBING HANDRAIL (TYPICAL) PAINTED METAL MOUNTING BRACKET (TYPICAL) NEW HANRAILS SHALL BE INSTALLED TO PROVIDE A CLEARANCE OF NOT LESS THAN 2-1/4" INCHES BETWEEN THE HANDRAIL AND THE WALL TO WHICH IT IS FASTENED. NFPA 101, 7.2.2.4.5.5, FL 2020 EDITION. 1 1/2" DIA. METAL TUBE POST FIXED TO TOP - 1/2" DIA. METAL BAR PICKETTS AT 4" O.C.(MAX-}---- LINE OF STEEL LANDING STRUCTURAL STEEL CHANNEL STRINGER 11" 2, 9 IKLAUS G II 0 (V IJ STEEL o TREADS (TYPICAL) z N BENT METAL STRINGER METAL ANGLE FASTEN TO FLOOR W/ EXPANSION ANCHOR 1" DIA. STEEL CTDIVITIIDAI TIIDIMP ELEVATION PLAN Am GUARDRAIL ELEVATION A-8.1 scnLe: 1/2 99 = 1'-0" RELEASED FOR CONSTRUCTION 00 00 O w� �= o V) �0 d- 0 cV Z -t Q O LLJ Po Ld 0 Y oZ Ln �Q U I--- U Q Q Q .E 4� cv D 86 Q) -+---I �U 0 _c) 'Q) T .0 0 U C REVISIONS BY 02/04/22 12 22 22 5 PRINTED PERMIT 02 04 22 REVISION-5 12/22/22 FL AR97003 �'. V � 22.12.26 ......... Gam` ED A Jere G. iah S Russ All Digitallsig by Jeres , r. kI. Dt �2022.12.26 p15:56-06'00' THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY JEREMIAH RUSSELL ON THE DATE ADJACENT TO THE SEAL. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. rW V ry 0 V) Z LL J Ifl W ^� I..L 0 J 0 LL] r o LQ L,J Z 10 M z d 0 > U::)� LL- 0 m 3: ry W °D Ui z Q �— J J Ld C.7 cn 0 O O N IL m oN SHEETTITLE STAIRS SECTIONS DRAYVN XXXX CHECKED DATE 12/2021 SCALE AS NOTED JOB NO. 0000 SHEET A-8o 1 OF SHEETS ELEVATOR PIT - SCIENCE. SERVICE. SOLUTIONS. MiraCLAY® Description WATERPROOFING LEGEND LM1f11JFX::1Jr3F COATINGS & WATERPROOFING CCW MiraCLAY Bentonite Clay Waterproofing Membrane features a layer of sodium bentonite clay sandwiched between a puncture -resistant, nonwoven polypropylene fabric and a high -tensile strength woven polypropylene fabric, then needle -punched together with durable denier yarns. These fibers are then thermally fused to the polypropylene in a proprietary Infrabond" technique, locking the sodium bentonite into place. MiraCLAY is designed for waterproofing below -grade structural slabs as well as construction methods incorporating lagging, concrete caisson or shotcrete retention walls. MiraCLAY is also very effective in rehab waterproofing and zero clearance property line construction. Features and Benefits • Self -healing if ripped or punctured • In a hydrated state, the bentonite clay has tremendous impermeability and excellent resistance to chemicals (i.e., acids, bases and hydrocarbons) • Expands and seals cracks in concrete up to Me" in width Installation Underslab Applications MiraCLAY is designed for use under reinforced concrete slabs 4" (100 mm) thick or greater on a compacted earth/gravel substrate. If installed over a mud slab, MiraCLAY requires a minimum 5" (150 mm) thick reinforced concrete slab. For contaminated site water conditions, as determined by a site water analysis, CCW MiraCLAY EF should be used. When hydrostatic conditions exist, MiraCLAY should be installed under footings and grade beams as shown in MiraCLAY details. Substrate Preparation: NOTE: Do not begin construction in work areas where there is standing water or in situations which may cause the MiraCLAY to prematurely hydrate. Before installing MiraCLAY, the substrate must be properly prepared. Substrate may be concrete, earth, sand, pea gravel or crushed stone. Earth and sand substrates should be compacted to a minimum 85% Modified Proctor density. Crushed stone should not be larger than a/i' (18 mm) in size. Honeycombing, voids and aggregate pockets exceeding 1" in diameter or have a depth greater than 3/4" should be filled with a non -shrink cementitious grout. Fill tie -rod holes with a non -shrink cementitious grout. Substrate should be smooth and uniform without sharp projections or pockets. Complete all required elevator pit, sump pit and grade beam and piling work before installing MiraCLAY under main slab area. Standard Foundation Walls Substrate Preparation: The substrate must be properly prepared to receive the MiraCLAY waterproofing membrane. All honeycombs, form -tie cavities and indentations should be filled with MiraCLAY Sealant or filled with latex Portland Cement. Substrate must be smooth and uniform removing any protrusions over T/2" (12 mm) from the surface. Footings must be free of soil, rocks or debris to provide a suitable substrate to receive the MiraCLAY waterproofing membrane. Installation: The MiraCLAY waterproofing membrane should be installed with the white non -woven side facing the applicator. Create a cant at any vertical to horizontal transition by applying a 1 %2" (39 mm) to 2" (50 mm) of CCW MiraCLAY Granules or CCW MiraCLAY Sealant along that junction. At the base of the foundation wall where the vertical wall meets the horizontal footing, install MiraCLAY in a horizontal manner extending out onto the footing a minimum of 12" (300 mm). Fasten the MiraCLAY in place with concrete fasteners and 1" (25 mm) washers. Install succeeding courses of MiraCLAY by overlapping the previous course a minimum of 4" (100 mm). Stagger the seams a minimum of 12" (300 mm). Install in shingle fashion so that the upper roll of MiraCLAY overlaps the lower roll. Fasten membrane once every 18" (45 cm) to 3' (90 cm) on seams or as required to prevent blousing. At grade line, terminate MiraCLAY with a rigid termination bar or fasten 12" (300 mm) on center. Embed the top edge of MiraCLAY and termination bar with a thick bead of MiraCLAY sealant 2" (50 mm) wide by 1/2" (12 mm) thick. Backfill must be compactible soils free of construction debris and must be uniformly compacted to a minimum 85% Modified Proctor on each lift. Detail Requirements For standard installation details, follow the MiraCLAY details drawings. For non-standard installation instructions contact your local Carlisle Coatings & Waterproofing representative. Carlisle Coatings & Waterproofing recommends the use of CCW MiraDRAIN, a geocomposite sheet drain, to facilitate the removal of water away from the structure. The MiraCLAY and CCW MiraDRAIN waterproofing and drainage system provides maximum protection against water penetration. Limitations MiraCLAY membranes should remain dry before and during installation. Improper storage could lead to product deterioration. Not for use on CMU foundations. Packaging 5' x 14' (70 sq. ft.) rolls COMPACTED FILL CCW MIRAST WATERSTOP DOUBLE LA'f - NONWOVE SIDE UP CONCRETE F Installation: Install MiraCLAY over the properly prepared substrate with the non -woven geotextile side up. Overlap adjoining edges a minimum of 4" (100 mm); stagger sheet ends a minimum of 24" (600 mm); and nail or staple edges together as required to prevent any displacement during concrete placement. MiraCLAY Granules may also be placed in the seam for additional waterproofing performance. When the slab is poured in sections, MiraCLAY should extend a minimum 12" (300 mm) beyond the slab edge. When the installation reaches the outer edge of the slab, continue MiraCLAY up and out of the form a minimum of 12" (300 mm). At the corner, MiraCLAY should remain in contact with the substrate and inside the surface of the concrete form. When the form is removed, the MiraCLAY outside the form should be positioned and fastened onto the footing or vertical wall. Overlay the MiraCLAY a minimum of 6" (150 mm) with the succeeding vertical waterproofing membrane. At property line retaining walls, such as soldier pile or lagging, continue the underslab MiraCLAY application up the retaining wall a minimum 12" (300 mm) above the top edge of the slab or footing and secure. Overlap the vertical MiraCLAY waterproofing membrane by a minimum of 6" (150 mm) or a minimum of 12" (300 mm) under hydrostatic head conditions. Property Line/Lagging Application Substrate Preparation: Gaps between the wood lagging greater than 1" (25 mm) must be filled with cementitious grout. In areas with large gaps (1" to 5" (25 mm to 125 mm)) between lagging, install plywood to provide a uniform substrate. Where drainage issues may arise, install CCW MiraDRAIN to provide a uniform substrate as well as to facilitate drainage. Installation: Install MiraCLAY with the white non -woven side facing the installer. Secure the MiraCLAY into position with fasteners and 1" (25 mm) washers. Use the appropriate fasteners for the type of substrate used to receive the MiraCLAY. Install succeeding courses of MiraCLAY by overlapping the previous course a minimum of 4" (100 mm). Stagger the seams a minimum of 24" (600 mm). Install in shingle fashion so that the upper roll of MiraCLAY overlaps the lower roll. Fasten membrane once every 18" (45 cm) on seams or as required to prevent blousing. Shotcrete installations require a seam fastening pattern not to exceed 12" O.C. or as necessary to prevent seam blousing. Extend waterproofing membrane to 6" below grade and fasten membrane to the substrate to maintain constant compression using a f/a" x 1" (3 x 25 mm) minimum termination bar. Embed the top edge of MiraCLAY and termination bar with a thick bead of CCW MiraCLAY Sealant 2" (50 mm) wide by Y2" (12 mm) thick. Typical Properties ' r11glitrr Thickness - in r 0.25 Bentonite Mass/Unit Area ASTM 05993 Ib/ft2 MARV (kg/m2 MARV) 0.893 (4.34) Nonwoven ASTM D5261 oz/yd2 MARV' (9/m2 MARV) 6.0 (200) Woven 3.1 (105) Swell Index ASTM D5890 - 24 ml (2 g) min Moisture Content ASTM D4643 % max 12 Fluid Loss ASTM D5891 ml max 18 Tensile Strength2 ASTM D6768 Win MARV (kN/m MARV) 30 (5) Peel Strength ASTM D6496 lbs/in MARV N/m MARV 3.5 (610) Permeability3 ASTM D5887 m/s max 5 x 10-9 Index Flux3 ASTM D5887 m3/m2/s max 1 x 10-1 Internal Shear Strength/ ASTM D6243 psf (kPa) 500 (24) Elongation' ASTM 04632 % 150 Low Temperature Flexibility ASTM D1970 Q -25°F (-320C) Unaffected Hydrostatic Head Pressure ASTM D751 ft (meter) 228 (59.49) Adhesion to Concrete ASTM D903 i Win (kg/cm) 17.7(8) 'Minimum Average Roll Value 'Tested In machine direction 'Desired, deionized water @ 5 psi (24.5 kPa) maximum effective confining stress and 2 psi (13.B kPa) head pressure 'Typical peak value for specimen hydrated for 24 hours and sheared under a 200 psi (9.5 kPa) normal stress 'Measure at maximum peak, in the weakest principle direction Limited Warranty Carlisle Coatings & Waterproofing Incorporated (Carlisle) warrants this product to be free of defects in workmanship and materials only at the time of shipment from our factory. if any Carlisle materials prove to contain manufacturing defects that substantially affect their performance, Carlisle will, at its option, replace the materials or refund its purchase price. This limited warranty is the only warranty extended by Carlisle with respect to its materials. There are no other warranties, including the implied warranties of merchantability and fitness for a particular purpose. Carlisle specifically disclaims liability for any incidental, consequential, or other damages, including but not limited to, loss of profits or damages to a structure or its contents, arising under any theory of law whatsoever. The dollar value of Carlisle's liability and buyer's remedy under this limited warranty shall not exceed the purchase price of the Carlisle material in question. NOTES: 1. PROTECT CCW-MIRACLAY WITH CCW MIRADRAIN OR OTHER APPROVED CCW PRODUCTS. DETAIL IS INTENDED TO BE A GUIDE FOR WATERPROOFING INSTALLATION ONLY, RASTOP TOP .NULES OR CCW-MIRACLAY SEALANT FILLET ELEVATOR PIT -WATERPROOFING DETAIL ELEVATOR PUMP - MODEL ELV280 - BY LIBERTY ELV-Series System with OilTectoe Control The OilTector• control system is designed and approved for safe operation of pumping, alarming and monitoring of elevator sump pits, transformer vaults and other applications where oil and water must be detected. The OilTector• system will activate the pump to remove water from elevator pits in accordance with ASME A17.1, and will provide pumping of only water - even if an oil condition is detected. The O#Tector• cycles the pump only in the water range. Oil and other harmful substances are not discharged into the environment An alarm is activated in the event of a high water condition or high oil condition. OilTector* Description of Operation Features: On water rise, the pump will activate when the water level • Heavy-duty 1 /3,1 /2 or 3/4 hp. cast iron sump pump. reaches the "start" probe. Pump will remain on until the "off" . Oil resistant SJEOOW cord, 25' standard length with both water level is below the probe. When the "off" probe no longer senses water it turns the pump off, air or oil are Wand 50' lengths available. ignored and an oil layer (d present) will not be pumped out • Easy, clamp mounted pre-set level sensor holder. of the sump. If the liquid level reaches the "alarm" probe and . No field adjustments required. OilTector• will turn pumps mechanical float, the system will differentiate between water and oil and activate the appropriate alarm. on and off, sound the high water alarm and high oil alarm with one easy installation. ELV-Series Complete Sump Pump Systems . Control panel with separate pump and control circuits - (Pump, OirTector• Control, Alarm) Nema 1 enclosure. Height 10.011 x Width 7.5" x Depth 5.5" Model 1 / Volts Wgt. ELV250 1/3 115 34 lbs. . Plug-in ready pump cord and power to panel cord for quick ELV280 1/2 115 40 and easy installation. ELV280HV 1/2 230 40 • Remote alarm with auxiliary contacts for connection to ELV290 314 115 42 ELV290HV 3/4 230 42 building automation or SCADA system, 24 volt AC/DC, 100 mA max switching. Pump Only Models • Power on, Pump Run, High water and High oil lights. Model hp. Volts Wgt. lbs. • ASME A17.1 Compliant EV250 1 /3 115 24 EV280 1/2 115 30 EV280HV 1/2 230 30 EV290 314 115 32 EV290HV 314 230 32 Above models supplied with standard 25' power cord. For V or 50' pump power cords add -06 or-6 respectively. E� ELV290-06 for 6' pump power cortd. OilTectorO Control and Alarm Only Model Max. hp Volts Max. Amps Cord Length Wgt lbs. OTC-115 1 115 15 25' 11 OTC-230 2 230 15 25' 11 OTC-115-5 1 115 15 50' 12 OTC-230-5 2 230 15 50' 12 Pump Performance Curve PERFORMANCE CURVE so 45 40 35 30 2S 20 is 10 s 0 ,e ,4 12 ------ ......... ... OIL "FILM" ELEVATOR DETECTION LEVEL 11 SUMP - --PUMP'ON-LEVIS „ --------- ---PUMP "OFF' LEVEL a sI s 3 2 0 'Rp O TO 20 30 40 to 60 70 !30 90 C �� us s p- U.S. Gabns Per Minute • 9�� LIM C US Specifications subject to Liter. vm cww 3.B 4.6 5.2 GB CONTFW Certified Pumps change without notice. Liberty Pumps • 7000 Apple Tree Avenue • Bergen, New York 14416 • Phone 800-543-2550 Fax (585) 494-1839 www.libertypumps.com Copyright ® Liberty Pumps, Inc. 2017 All rights reserved. LLIT6601-R06/17 LITERS PER SECOND 0 50 100 150 40 30 F- w uT LL 20 all x J H 0 r- 10 0 200 250 0 10 20 30 40 50 60 GALLONS PER MINUTE ELV- PI R2/12/2010 OCopyright 2010 Liberty Pumps Inc. All rights reserved Specifications subject to change without notice. 12 10 8 w F 2 3 6 Q w J F 0 r 4 2 0 70 PUMPS [57.52cm] 1 22.65in J [ 45.72cm ] 0 18.00in [ 10.16cm] 4.00in �[16Cm]1 33.14cm ] 6.30in l 13.05in [9.02cm] 1 3.55in l PROPRIETARY AND CONFIDENTIAL THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF 1 IBTRTY PUMPS. ANY REPROr)UCTION IN PART OR AS A WHOLE WIIHOUT THE WRITTEN PERMISSION OF I IBrRTY PUMPS IS PROHIBITED. - APPLICATION DO NOT SCALE DRAWING ELV-Series Electrical Data LL/.Y4Cm J R 11.00in [ 12.70cm ] 5.00in 6Cm ] Oin [21.34cm] 8.40in I,W(.;. NO ELV280 SERIES DIMENSIONAL Sq DATE: 2008 g $CALE:1:1 -FT 1 Oi I FULL LOCKED THERMAL STATOR CORD MODEL HP VOLTAGE PHASE LOAD ROTOR OVERLOAD WINDING LENGTH DISCHARGE AUTOMATIC AMPS AMPS TEMP CLASS FT Or ELV280 1/2 115 1 8.5 23 120'C/ 248°F B 25 1 1/2 YES W/ CONTROL ELV280HV 1/2 208-230 1 4.6 12.5 120"C/ 248"F B 25 1 1/2 YES W/ CONTROL ELV250 1/3 115 1 5.2 8 120'C / 248°F B 25 1 1/2 YES W/ CONTROL ELV-Series Technical Data IMPELLER VORTEX ENGINEERED POLYMER SOLIDS HANDLING SIZE ELV250 1�2" ELV280 & ELV280HV 3/a" PAINT POWDER COAT MAX LIQUID TEMP 60°C/ 140°F MAX STATOR TEMP CLASS B 130'C/ 266'F THERMAL OVERLOAD 120'C/ 248'F POWER CORD TYPE SJEOOW MOTOR HOUSING/ VOLUTE CLASS 25 CAST IRON SHAFT STAINLESS HARDWARE STAINLESS ORINGS BUNA N SEAL ELV250 ENGINEERED DOUBLE LIP WITH STAINLESS STEEL SPRINGS ELV280 & ELV280HV UNITIZED CERAMIC CARBON WEIGHT ELV250 23 LEIS ELV280 & ELV280HV 30 LEISMIN. SUMP SIZE PJ18" X 30" RELEASED FOR CONSTRUCTION LLOO 0 O T- r�, Ld I H I' ) O r0 IO 04' fY Z dN- IY r1e) 14 W O 2 Ld 0 O Z 115 .- Q U I- U Iy Q Q Q (a) if) .E L_ 0 co W 0 •U 0 M Q C3 Q) _+ ) fn Q) I U 0 U REVISIONS BY 02/04/22 PRINTED PERMIT 02 04 22 LD AR97003 ' � • 022.02.0. X sTFAED •ARG� THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY JEREMIAH RUSSELL ON THE DATE ADJACENT TO THE SEAL. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. (W 0 Q f 0 � Z W Q W __J 0 Q U-) LIJ Z a Ile) c) Z00> Li J = � m O W M N LLJ Z Q J -J LLJ 0 0 O - ::] N 11 mU oN SHEET TITLE ELEVATOR PIT DETAILS DRAWN XXXX CHECKED DATE 12/2021 SCALE NOT TO SCALE JOB NO. 0000 SHEET A-9.1 OF SHEETS REVISIONS I BY 1-HOUR FIRE RA1 UL DESING No. I� (SEE DETAIL SHEI 1 ELEVATOR SECTION, TYP. Q-9 SCALE: 1/299 = 19-099 11A P'1A rl rT AT rl r\/A Tl M N, REFER TO SHEET A-13 FOR INTERIOR ELEVATOR CAB FINISHES UL DESIGN No. 1506 (1—HR), SYSTEM-1 System A - 1 Hour 1. Steel Joists — Min. 6 in. wide with min. 1-5/8 in. legs containing folded back flanges and formed from min. No. 20 MSG galv. steel (0.0329 in. thick bare metal thickness). Joists to be cut 1/2 in. to 3/4 in. less than the clear span between the vertical legs of the joist track. Joists spaced a max. 16 in. O.C. At each end of the joist, the upper joist flange shall be secured to the joist track with one 1/2 in. long pan -head steel screw. Joists are used at each end of the horizontal barrier to terminate the assembly at the adjoining wall. These end joists shall be secured to the adjoining wall in the same manner as the joist track (Item2). 2. Ceiling Joist Track — Used to support steel joists at both ends of ceiling membrane structure. Min. 6 in. deep with min. 1-1/4 in. legs and formed from min. No. 20 MSG gals. steel (0.0329 in. thick bare metal thickness). Joist track attached to wall structure with fasteners spaced not greater than 24 in. O.C. at both the top and bottom of the vertical leg. 3. Steel Strap — Min. 2 in. wide strap formed from min. No. 20 MSG galy. steel (0.0329 in. thick bare steel thickness). Secure perpendicular to the upper joist flange at the centerline of the span using one 1/2 in. long pan -head steel screw at each joist. Steel strap to overlap one fill joist bay at splice locations. As an alternate to the steel strap, joist track (Item 2) may be substituted and installed in the same manner as the steel straps for the 1 Hr. Raing. If a continues piece is not used, the abutted legs are installed on each side of the centerline of the span and overlap one full joist bay. SYSTEM A - For 1 Hr. Rating 4. Gypsum Board* — Three layers of nom. 5/8 in. thick, 48 in. wide, gypsum board installed with long dimension perpendicular to the steel joists. Joints not need to be staggered in individual layers. Base layer secured to joists and joist track with 1-1/4 in. long Type S-12 steel screws spaced max. 16 in. O.C. Middle layer installed with end joints staggered a min. 32 in. from base layer. Middle layer tapered joints staggered a min. 12 in. from base layer tapered joints. Boards secured to the joists and joist track with 1-5/8 in. long Type S-12 steel screws spaced max. 16 in. O.C. Face layer installed with end joints staggered a min. 24 in. from middle layer. Face layer tapered joints staggered a min. 12 in. from middle layer tapered joints. Boards secured to the joists and joist track with 2-1/4 in. long Type S-12 steel screws spaced max. 12 in. O.C. Face layer end joints centered between joists, attached to the middle layer boards with 1-1/2 in. long Type G steel screws spaced 8 in. OC and located 1-1/2 in. from the end joint. 5. Gypsum Board* — (Required the 2 hour rating, not required for the 1 hour rating )- Two layers of nom. 5/8 in. thick, 24 in. wide by 48 in. long. Gypsum board panels are loosely laid perpendicular to the top side of the steel joist flanges. Base layer laid with narrow (2ft.) end joints centered over joists. Short end joints in adjacent rows are not staggered. Face layer laid with narrow (2ft.) end joints centered over joists with end joints in adjacent rows not being staggered. Narrow end joints between layers are staggered 16 in., with long end joints staggered 8 in. between layers. UNITED STATES GYPSUM CO — Type ULIX 6. Joint Tape and Compound — Not Shown — (Optional, Not Required on Joints or Screw Heads) — Vinyl, dry or premixed joint compound, applied in two coats to joints and screw heads; paper tape, nom. 2 in. wide, embedded in first layer of compound over all joints. * Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. J 00 aU T O [---Y-9" C/L OF CAR JACK---3'-T C/L OF CAR JACK --I 32" X 32" HOLE FOR JACK UNIT, BY G.C. - —PIT LADDER TYP. - V-� CLEAR INSIDE CAR I�.I" i�--�2-5/1 B" F-- I EMERG. EXIT 20"x 20" L_ — — PIT SWITCH I V-O" X T-0' FINISHED I Iw v LIGHT SWITCH & CLEAR DOOR OPENING ZO Z g LIGHTS BY G.0 1 '�-� u5 CORRIDOR -► 5'-e ROUGH OPENING ow -J PUSH BUTTON a Z CONTRACTOR NOTE: " --�'-0" PLATFORM I r CL z So X W BLOCKOUT '-1" DBL ' REQUIRED IN WALL FOR 1-. e -2"DB to r`Iv OIL LINE COORDINATE ■ r-Kv LOCATION WITH FIELD T-4" CLEAR HOISTWAY m SUPERVISOR. IF POSSIBLE, DO NOT BUILD FRONT WALL HATCH PLAN UNTIL ENTRANCE FRAMES ARE ERECTED, IF NOT POSSIBLE, ROUGH OPENING AS SHOWN SCALE: 1/2" =1' MOWREY ELEVATOR 4500 LB. CAPACITY — LEFT HAND RELEASED FOR CONSTRUCTION O w1 �o V 10 0 N Z d- IY n �o w c� Y F O Z .E N W .O U 02/04/22 PRINTED PERMIT 02 04 22 AR97003 � 022.02.0 �FgED P►RG� THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY JEREMIAH RUSSELL ON THE DATE ADJACENT TO THE SEAL. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. W C� Q ry O V) Z W 0 :57— W III- J O 1 10 W 1121:� N p Lo W Z fir- 0 > z J J J _J = � O m 3: 010-00, W 0° cn Z Q � J J Q LL1 V) 00 o _I NCL m U �, SHEET TITLE ELEVATOR SECTION DRAWN XXXX CHECKED DATE 12/2021 SCALE AS NOTED JOB NO. 0000 SHEET A-9 OF SHEETS 1 ENLARGED FIRST FLOOR PLAN'O A- 10 SCALE: 1/4" = 1'-0" 2 ENLARGED ATTIC FLOOR PLAN:OFFICE BUILDING A- 10 SCALE: 1/4" = 1'-0" A5 ill � FUTURE KIOSK (PROVIDE POWER) �I DISPLAY AREA !j (NO PUBLIC ACCESS) li I II I II 3'-5" --�Iii- 3'-0" ' 3'-0" WALK OFF j I CARPET o - II 9 I I OFFICE II II o A100 A-10 12 � T ILET I' ----- ---- , „ , „ , - — — - — -- ---------- -- 5 =� ---� — — 2-�-- - _ -- -- i, j MANAGER'S OSK MANAGER' F(&1 (BY OTHERS) (BY OTHERS) I II I I I� I I� MGR'S j UNIT 1 A-12 -' A 102 GREEN WALLBOARD PANELING SYSTEM_ I 6 11211 I 17'-2 1/2" 3'_4„ II i I o I UTILITY A103 J 4,-21) _ 3'-012 3� 3'-0„ 3'-0" 3'-0" 3'-011 _ 3,-0„ 3'-0" I'I CLR. I I' DISPLAY AREA jll (NO PUBLIC ACCESS) FFICE BUILDING JAN 205 �I - T-8 1 /2" 6'-5" _ ET\ 1 j 203, j I� j CO I------- -- 0 �i o I I N 4 A-10 2 \ II I N 3 TO T-2 u7 - `� �204 i 8,-0„ 4" t ^N 3 ENLARGED TOILET PLAN A - 10 SCALE: 1/4" = 1•_0•• N 17"-19" 1 TO EXCEED FO NTAIN DEPTH KNEE SPACE 30" (DASHED) ALCOVE 1� PLAN-E.W.C. z � / z � / 0 M 6' MAX. 48" ELEVATION-E.W.C. / RECESS DRINKING FOUNTAIN PLAN-E.W.C. DRINKING FOUNTAIN SOAP DISPENSER SOAP DISPENSER �3:Q 00 0 11 777-TT ELEVATION -SOAP DISPENSER M 11 MIRROR (39.5"TO z BOT.OF FRAME) c., LLJ 18° MIRROR MIRROR RIM N w W/ SHELF00 I Q �\ >< z - 30" Mi CD, O � � ELEVATION - MIRRORS PLAN-LAV. FIXTURE ACCESSIBITY GUIDELINES WALL HUNG LAVATORY N.T.S. NOTES 1. HANDICAP ACCESS MOUNTING DIMENSIONS ARE VERY CRITICAL AND HAVE NO MINUS TOLERANCES. 2. ALL DIMENSIONS SHOWN ARE FROM FACE OF FINISH. FINISH THICKNESS FINISH. FINISH THICKNESS MUST BE ADDED TO ANY ROUGH IN DIMENSIONS. 3. PROVIDE CONTINUOUS HORIZ STEEL OR P.T. WOOD BRACING IN WALLS FOR GRAB BARS, TOILET PARTITION BRACKETS, URINAL SCREENS AND TOILET ACCESSORIES CAPABLE OF SUPPORTING A MINIMUM 250 POUND LOAD. 4. AT LEAST 1 OF EACH TYPE OF BUILT- IN CABINET, DRAWER, SHELF I MIRROR �r- I I u = r, M 18" 9 5'-0" MIN. CLEAR ELEVATION 1 TOILET-2 204 A-10 SCALE: 1/4"= 1'-0" IN AN ACCESSIBLE ROOM SHALL BE HANDICAP ACCESSIBLE. ACCESSIBLE COAT HOOKS & RODS SHALL BE 54" AFF MAX. 5. 5% OF FIXED TABLES, COUNTERS, SEATING ETC. BUT AT LEAST 1 IN AN ACCESSIBLE ROOM SHALL BE HANDICAP ACCESSIBLE. 6. ALL COMMON USE LAVS, SINKS, VANITIES TO BE HANDICAP ACCESSIBLE 7. CLEAR FLOOR SPACE OF 30" X48" TO BE PROVIDED IN FRONT OF A LAVATORY TO ALLOW FORWARD APPROACH ADJOINING OR OVERLAPPING AN ACCESSIBLE ROUTE & EXTEND MAX. OF 19" BELOW LAVATORY 5 MIRROR 12" 24„�- I Cn 4 r� I -'�- 18" 5'-0" MIN. CLEAR ELEVATION 5 TOI LET-1 203 A-10 SCALE: 1/4"= 12'-0" ELEVATION 9 OFFICE TOILET A101 A-10 SCALE: 1/4"= 1'-0" GRAB BAR 24" 12' FEMININE NAPKIN IN MI DISPOSAL TOILET PAPER HOLDERfl* I% [% _ T ELEVATI ON-TOILET/LAV. 12 42" FEMININE v1AX MIN NAPKIN DISPOSAL T� 7-9 ELEVATION -TOILET NOTE: GRAB BARS SHALL BE DESIGNED TO RESIST A SINGLE CONCENTRATED LOAD OF 250 Ibs. 2020, FBC-B, Section 1607.8.2. MIRROR = HOT WATER & Q, w DRAIN LINES TO BE 7 o' v _ INSULATED WHERE EXPOSED o o' w KNEE CL ARANCE Ld Q �, I o; 1100 (DASHED) -I. N �_ 48, z x Q x < z z xo �QU I_ . N „MN _ _ ME - w co0 30 - - ---- r 0' PLAN -PAPER TOWEL DISP. a, 6'MAX ELEVATION -PAPER TOWEL DISP. ELEVATION-LAV. --- 6'- 10" ----- ELEVATION 2 TOILET-2 204 A 10 SCALE: 1 /4"= 1'-0" - 6'-10" -- ELEVATION 6 TOILET-1 203 A-10 SCALE: 1/491= 1'-0" TOILET & REST ROOM ACCESSORIES OPLATE GLASS MIRROR: (24"x36") OGRAB BARS:, 36,AND 42 SURFACE MOUNTED TOILET TISSUE HOLDER (MULTI -ROLL) 4 SURFACE MOUNTED PAPER TOWEL DISPENSER 5 SURFACE MOUNTED SOAP DISPENSER OSURFACE MOUNTED SANITARY NAPKIN DISPOSAL (NOT USED) O WATER/MOLD RESISTANT PAINTED GYP. BD. O FRP BOARD FROM F.F. TO 4'-0" HT (N/A) O 6" CERAMIC TILE WALL BASE 7 -9' ELEVATION 3 TOILET-2 204 q-1 p SCALE: 1 /4"= 1'-0" I Cn ELEVATION 7 TOILET-1 203 A-10 —_ 12'-0" ELEVATION ELEVATION 10 OFFICE TOILET A101) 1 1 OFFICE TOILET A101) A-10 SCALE: 1/4"= 1'-0" A-10 SCALE: 1/4"= 1'-0" 6'-10" ELEVATION 4 TOILET-2 204 A-10 SCALE: 1/4"= 1'-0" ELEVATION 8 TOILET-1 203 A-10 ELEVATION 12 OFFICE TOILET A101) �10 SCALE: 1/4"= 1'-0" 1 RELEASED FOR CONSTRUCTION O 00 L00 -"- r�" WI 0 r� d- 10 0 CV z It w rU WCD Y OZ �Q C REVISIONS BY 02/04/22 05 10 22 08/12/22 12 22 22Z& PRINTED PERMIT 02 04 22 REVISION-1 05/10/22 REVISION-3 08 12 22 REVISION-5 12/22/22 F� AR97003 G 22.12.26%<� AED AR Jereffi' S RussN ill �d Digitally ri' Russell Da e: 22.12.26 09:19:30-06'00' THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY JEREMIAH RUSSELL ON THE DATE ADJACENT TO THE SEAL. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. W 0 O L. J Q � W C 0 --� 0 � ii// LJJ �— � Q LO M LJ Q M 0 > z ULLJ_j O m L LJ m u oW 0 Q:� U) 0 0 O N a ry a- m U co N SHEET TITLE ENLARGED FLOOR PLANS, TOILET PLANS, ELEVATIONS DRAWN xxxx CHECKED DATE 12/2021 SCALE AS NOTED JOB NO. 0000 SHEET A- 10 OF SHEETS ENLARGED ATTIC FLOOR RCP:OFFICE BUILDING SCALE: 1/4 99 = 1'-0" niCP1 AY AR17A Ul-)f I-M I MI\LM (NO PUBLIC ACCESS) BATCH 3OVE. ENLARGED FIRST FLOOR PLAN:OFFICE BUILDING SCALE: 1 /4" = 1'-0" REVISION #3 NOTE: - ADDED AN ATTIC AND DISPLAY AREA AT OFFICE BUILDING. - REVISED STORAGE & OFFICE BUILDING CLADDING: BRICK/ STUCCO. - ADDED PILASTERS AT BUILDING EXTERIOR. - REVISED WALL TYPES LEGEND - REVISED 'EXTERIOR FINISHES LEGEND' 3 A-1 1 ENLARGED TOILET PLAN SCALE: 1 /4" = 1'-0" 1771 LIGHTING FIXTURE LEGEND = 2'x2' LED LIGHT FIXTURE Al = 2'x4' LED LIGHT FIXTURE A2 T = 48" SUSPENDED LED STRIP T2 = 96" SUSPENDED LED STRIP = RETURN AIR GRID E = EXHAUST FAN. = AIR SUPPLY AT DISPLAY AREAS NF REFER TO ELECTRICAL DRAWINGS FOR EXIT SIGNS AND EMERGENCY LIGHTS LOCATION CEILING SPECIFICATIONS GRID BASIS OF DESIGN - 15/16" EXPOSED T GRID BY ARMSTRONG WORLD INDUSTRIES C-0 j, EXPOSED TO STRUCTURE 2'x2' ARMSTRONG CIRRUS CEILING TILE C-1 W/ BEVELED TEGULAREDGE. COLOR: WHITE 1-HOUR FIRE RATED CEILING UL DESIGN No. C-2 1506, SYSTEM -A (SEE DETAIL SHEET A-8) COLOR: WHITE 2'x4' ARMSTRONG CIRRUS CEILING TILE C-3 W/ BEVELED TEGULAREDGE. (N/A) COLOR: WHITE NOTE: ALL CASED OPENINGS (C.O.) TO BE 8'-0" HT. U.N.O. RELEASED FOR CONSTRUCTION 00 00 w r�) O W 10 Ir 0 N Z d- (r0 Q O Lu n 2 W QU' Y oz �g �Q I— U U Q Q Q Q) U) .E Q) k Q) D C cn O •U O cn Q . n ` T (n Q) -E--J U -J O U REVISIONS BY 02/04/22 05 10 22 08/12/22 3 PRINTED PERMIT 02 04 22 REVISION-1 05 10 22 REVISION-3 08 12 22 S. •• R AR97003 . ti • 22.08.1. BRED Jere Digitally signed by Jeremiah S i a h S ussell RuS ' 'e e: �- 10:46:53 ^ -05'00' THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY JEREMIAH RUSSELL ON THE DATE ADJACENT TO THE SEAL. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. W 0 Q ry 0 � Z LLJ 12 W n J 0 -1 � 0 W � � o LQ LLJ Z of M z �0> U_� m O 3;: ry Ld m (n Z J _J..I o cn O 0 o _! cv CL mU oN SHEET TITLE ENLARGED PLANS — REFLECTED CEILING PLANS DRAWN XXXX CHECKED DATE 12/2021 SCALE AS NOTED JOB NO. 0000 SHEET A® 1 1 OF SHEETS wim REVISIONS I BY DOOR SCHEDULE HM=HOLLOW CORE METAL FLUSH=FLUSH WD. GL=GLASS KDHM=KNOCK DN. HOLLOW MET. SC=SOLID CORE WOOD TEMP=TEMPERED GL. PNL= PANEL DOOR HC=HOLLOW CORE WOOD AL=ALUMINUM 1 v OFFICE A100,1 D AL/GL B AL 7'-0" 2(3'-0") H-4, 2 x L-4, L-5, L-6, 2 x C-4, T-2, WS-3 KEYED TO MASTER (001.A A100.2 A.1 SCWD A.1 HM 7'-0" 2'-0" H-2, L-3, C-3, DS-1, S-1 MASTER (001.A) TOILET A101 A HM A HM 7'-0" 3'-0" H-2, L-3, C-3, DS-1, S-1 HC MTL DRS KEYED ALIKE MANAGER'S UNIT A102 A HM A HM 7'-0" 3'-0" H-1, L-3, C-1, T-1, WS-1 HC MTL DRS KEYED ALIKE UTILITY ROOM A103 A HM A HM 7'-0" 3'-0" H-2, L-3, C-3, DS-1, S-1 HC MTL DRS KEYED ALIKE STORAGE BUILDING: FIRST FLOOR: STORAGE AREA 100 NOT USED LOADING LOBBY 100.A E AL/GL E AL 7'-0" 2(4'-4") HDWR BY DOOR MFR. W/ KEYED HOLD -OPENER SLIDING DOOR LOADING LOBBY 100.B E AL/GL E AL 7'-0" 2(4'-4") HDWR BY DOOR MFR. W/ KEYED HOLD -OPENER SLIDING DOOR LOADING LOBBY 100.0 E AL/GL E AL 7'-0" 2(4'-4") HDWR BY DOOR MFR. W/ KEYED HOLD -OPENER SLIDING DOOR LOADING LOBBY 100.D E AL/GL E AL 7'-0" 2(4'-4") jHDWR BY DOOR MFR. W/ KEYED HOLD -OPENER SLIDING DOOR LOADING LOBBY 100.E E AL/GL E AL 7'-0" 2(4'-4") HDWR BY DOOR MFR. W/ KEYED HOLD -OPENER SLIDING DOOR LOADING LOBBY 100.E E AL/GL E AL 7'-0" 2(4'-4") HDWR BY DOOR MFR. W/ KEYED HOLD -OPENER SLIDING DOOR STAIRS-1 101 C HM A HM 7'-0" 3'-0" 45 MIN, H-1, L-7, C-1, T-1, WS-1 HC MTL DRS KEYED ALIKE ELEV. MECH. ROOM 102 A HM A HM 7'-0" 3'-0" H-1, L-3, C-1, T-1, WS-1 HC MTL DRS KEYED ALIKE STAIRS-2 103 C HM A HM 7'-0" 3'-0" 45 MIN. H-1, L-7, C-1, T-1, WS-1 HC MTL DRS KEYED ALIKE ELEV. MECH. ROOM 104 A HM A HM 7'-0" 3'-0" H-1, L-3, C-1, T-1, WS-1 HC MTL DRS KEYED ALIKE SPRINKLER RISER ROOM 105 A HM A HM 7'-0" 3'-0" H-1, L-3, C-1, T-1, WS-1 HC MTL DRS KEYED ALIKE ELE OOM 1 A M 7'- 3'-0" - - C- -1 S I E BDA ROOM 107 A HM A HM 7'-0" 3'-0" H-1, L-3, C-1, T-1, WS-1 HC MTL DRS KEYED ALIKE STORAGE AREA 200 NOT USED STAIRS-1 201 C HM A HM 7'-0" 3'-0" 45 MIN. H-2, L-1, C-3, DS-1, WS-2 HC MTL DRS KEYED ALIKE STAIRS-2 202 C HM A HM 7'-0" 3'-0" 45 MIN. H-2, L-1, C-3, DS-1, WS-2 HC MTL DRS KEYED ALIKE TOILET-1 203 A HM A HM 7'-0" 3'-0" H-2, L-3, C-3, DS-1, S-1 HC MTL DRS KEYED ALIKE TOILET-2 204 A HM A HM 7'-0" 3'-0" H-2, L-3, C-3, DS-1, S-1 HC MTL DRS KEYED ALIKE THIRD FLOOR: STORAGE AREA 300 NOT USED STAIRS-1 301 C HM A HM 7'-0" 3'-0" 45 MIN. H-2, L-1, C-3, DS-1, WS-2 HC MTL DRS KEYED ALIKE STAIRS-2 302 C HM A HM 7'-0" 3'-0" 45 MIN. H-2, L-1, C-3, DS-1, WS-2 HC MTL DRS KEYED ALIKE 1/4" CLEAR TEMPERED FLOAT GLASS --\ N FLR 3'-0» --�- 21-03* 0 0 AO A.1 DOOR TYPES �i 0 I O NOT USED CO FIRE -RATED DOOR 2" 2» �2" 2" 2» 3'-0" �I' NN�I 2'-O' N 0 0 i` i FIN FLR FRAME TYPES 2» 2" N O i� NOTE DOOR FRAMES AT INTERIOR LOAD BEARING WALLS MAY VARY IN SIZE/THICKNESS. CONTRACTOR TO FIELD VERIFY BEFORE INSTALLING. NOTE: 80% = INSPECTION OF ANY FIRE RATED BARRIERS,FLOOR OR CEILING 100% = FINAL INSPECTION: ALL SYSTEMS, EQUIPMENT INSTALLED AND OPERATING, READY FOR OCCUPANCY. NOTE: 1) ALL DOORS 3'-0" x 7'-0" U.N.O. W/ LEVER OPERATED HARDWARE. 2) DOOR HARDWARE: DOOR HANDLES, PULLS, LATCHES, LOCKS AND OTHER OPERATING DEVICES ON DOORS REQUIRED TO BE ACCESSIBLE BY CHAPTER 11 SHALL NOT REQUIRE TIGHT GRASPING, TIGHT PINCHING OR TWISTING OF THE WRIST TO OPERATE. 2020 FBC - Building, 7th Edition, Section 1010.1.9.1 3) FOR MINIMUM MANEUVERING CLEARANCES FOR SWING DOORS. 2020 FBC - Accessibility, 7th Edition, Table 404.2.4.1 6'-0" 3'-01$ 3'-011 0 I 0 PROVIDE MAIL SLOT m HARDWARE SCHEDULE MARK DESCRIPTION FINISH H-1 3 HINGES: HAGAR BB1191 NRP 4-1/2 X 4-1/2 630 (32D) H-2 3 HINGES: HAGAR BB1279 4-1/2 X 4-1/2 652 (26D) H-3 3 HINGES: HAGAR BB1279 5 X 4-1/2 652 (26D) H-4 OFFSET PIVOTS BY DR MFR ANOD L-1 1 PASSAGE LATCH: SCHLAGE AL10S-SAT 626 L-2 1 PRIVACY LOCK: SCHLAGE AL40S-SAT 626 L- 3 1 STOREROOM LOCK: SCHLAGE AL80PD-SAT 626 L-4 1 PULL AND PUSH BAR: BY DOOR MFR ANOD L- 5 1 DEADLOCK AND THUMBTURN: BY DOOR MFR ANOD L-6 1 PR INACTIVE LEAF FLUSH BOLTS: BY DOOR MFR ANOD L-7 DORMA - EXIT DEVICE/ PASSAGE F9300B x YR23 630 SNB ANOD L-8 DORMA - EXIT DEVICE/ NIGHT LATCH FUNCTION F9300B x YR03 630 SNB ANOD C-1 1 CLOSURE -PARALLEL ARM: LCN 4040XP SCUSH, SNB ALUM C-2 1 CLOSURE - PARALLEL ARM: LCN 4030 EDA, SNB ALUM C-3 1 CLOSURE - HING SIDE MTD: LCN 4030 SNB ALUM C-4 1 SURFACE CLOSER: SCUSH, BY DOOR MFR ANOD C-5 1 SURFACE CLOSER: CUSH-STOP, BY DOOR MFR ANOD DS-1 1 DOOR STOP - WALL MOUNTED: HAGAR 234W 652 (26D) T-1 1 THREASHOLD: NGP BUMPER SEAL 950 ALUM T-2 1 THREASHOLD: BY DOOR MFR ALUM WS-1 WEATHERSTRIPPING: NGP 150 UA + 200 UA SWEEP ALUM WS- 2 SMOKE SEAL: NGP 5050 HEAD AND JAMB TAN WS-3 WEATHERSTRIPPING + BOTTOM SWEEP: BY DOOR MFR BLACK S-1 SILENCERS: HAGAR 307D GRAY 1/4" CLEAR TEMPERED FLOAT GLASS $,-4» i 0 I i 0 REFER TO FLOOR PLAN FOR SLIDING AND FIXED LEAVES, AND KEYPAD LOCATION REVISION #i NOTE: - ADDED 'BDA RM. DOOR. - REVISED STOREFRON WINDOW. 1/4" CLEAR TEMPERED FLOAT GLASS t rn 8'-0» 2" 2" 2" ' r EQ. - EQ. E - N i N I / Ik i 1 , IN FLR / WINDOW TYPES 1" LOW "E" COATED INSULATED GLASS IN CLEAR ANODIZED ALUMINUM FRAMES REEN WALLBOARD PANELING SYSTEMI CD N O _I CV o I cV N I� 1'-11" 3'-4" 3'-4" 3'-4" 3'-4" 1'-9" 3'-4" 6� CERAMIC 3" TILE COVE BASEI WALL ELEVATION (OFFICE) A'12 SCALE: 1/2,• = 1•_0•• RELEASED FOR CONSTRUCTION O 00 Ln o 0 wl �o V)to It o d- Z dN- W 1 2 w� �Q o Z U):� �Q Q Q C ) E Q) Cn N1 , T 0 �U 0 Cn U) �C Aw 0 U 02/04/22 PRINTED PERMIT 02 04 22 REVISION-1 05, 1 S. AR97003 ' Q RED AR THIS ITEM HAS BEEN SIGNED AND SEALED DIGITALLY BY JEREMIAH RUSSELL ON THE DATE ADJACENT TO THE SEAL. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. W Q ry O z LJ Q W OL 0 .j 0 W Q:� N > o U-) W Z Ile) z00> Uj 0 LL- 0 m W m v z Ld 0 0 �- 0 0 LL' _.J M N CL mU oN SHEET TITLE WINDOW & DOOR SCHEDULES DRAWN xxxx CHECKED DATE 12/2021 SCALE AS NOTED J08 W. 0000 SHEET A-1 2 OF SHEETS SECOND FLOOR FINISH PLAN NOT TO SCALE FIRST FLOOR FINISH PLAN NOT TO SCALE UPDATED BACKGROUND FINISH SCHEDULE F C OFFICE Al00 P-CONC B-1 W-1 W-1 W-1 W-1 C-1 WALK OFF CARPET TOILET A102 P-CONC B-1 W-4 W-4 W-4 W-4 C-1 - B - 0 REFER TO FINISH FLOOR PLAN UTILITY ROOM A105 P-CONC B-0 W-1 I W-1 W-1 I W-1 C-0 DISPLAY AREAS S-CONC B-0 REFER TO FINISH FLOOR PLAN C-1 W-3 AT ALL WALLS AS NOTED W-2 AT ALL WALLS U.N.O. ON FIN. FLR. PLANS. FIRST FLOOR: STORAGE AREA 100 STAIRS-1 101 S-CONC B-0 W-7 W-7 W-7 W-7 C-2 ELEVATOR MECH. ROOM 102 S-CONC B-0 W-7 W-7 W-7 W-7 C-0 STAIRS-2 103 S-CONC B-0 W-7 W-7 W-7 W-7 C-2 ELEVATOR MECH. ROOM 104 S-CONC B-0 W-7 W-7 W-7 W-7 C-0 SPRINKLER ROOM 105 S-CONC B-0 W-0 W-0 W-0 W-0 C-0 ELECTRICAL ROOM 106 S-CONC B-0 W-0 W-0 W-0 W-0 C-0 BDA ROOM 107 S-CONC B-0 W-0 W-0 W-0 W-0 C-0 STORAGE UNIT CORRIDOR STORAGE UNITS P-CONC B-0 REFER TO FINISH FLOOR PLAN C-0 S-CONC B-0 REFER TO FINISH FLOOR PLAN C-0 SECOND FLOOR: STORAGE AREA 200 STAIRS-1 201 S-CONC B-0 W-7 W-7 W-7 W-7 C-2 STAIRS-2 202 S-CONC B-0 W-7 W-7 W-7 W-7 C-2 TOILET-1 203 CT-1 B-1 W-4 W-4 W-4 W-4 C-1 TOILET-2 j 204 CT-1 B-1 W-4 W-4 W-4 W-4 C-1 STORAGE UNIT CORRIDOR STORAGE UNITS P-CONC B-0 REFER 0 FINISH FLOOR RLAN C-0 S-CONC B-0 REFER 0 FINISH FLOOR RLAN C-0 THIRD FLOOR: STORAGE AREA 300 STAIRS-1 301 S-CONC B-0 W-7 W-7 W-7 W-7 C-2 STAIRS-2 302 S-CONC B-0 W-7 W-7 W-7 W-7 C-2 STORAGE UNIT CORRIDOR STORAGE UNITS P-CONC B-0 REFER 0 FINISH FLOOR RLAN C-0 S-CONC B-0 REFER 0 FINISHI FLOOR RLAN j C-0 FINISH LEGEND FLOOR CONDITION S-CONC SEALED CONCRETE 2 COATS OF CLEARPROTECT, BY H&C PRODUCT GROUP, (1) AS CURE "N" SEAL AFTER INITIAL CONCRETE POUR, 2) IN STORAGE HALLWAYS, APPLIED THICK WITH NAP ROLLER. P-CONC POLISHED CONCRETE CT-1 12"x12" CERAMIC TILE, TBD PLY-1 3/4" FIRE RATED PLYWOOD MLT MTL STAIR CASE, BY OTHERS BASE CONDITION B-0 NO BASE B-1 6" CERAMIC BASE O 00 � O O r` wl O �t- I 0 0 Z dN- QO w r� W Y Oz �Q WALL CONDITION I— U W-0 WATER/MOLD RESISTANT GYP. BD, W/O PAINT L W-1 PAINTED WATER/MOLD RESISTANT GYP. BD. _ W-2 CORRUGATED METAL LINER PANEL BY M.B.M. FROM F.F. TO 8'-0" A.F.F. U ON ALL INTERIOR FACE OF EXTERIOR WALLS FROM F.F. TO UNDERSIDE OF Q STRUCTURE DECK. W-3 WHITE CORRUGATED LINER PANEL, BY DOOR MANUFACTURER, FROM F.F. TO 9-6" Q ram` A.F.F., GYP. BD. W/O PAINT FROM 9'-6" A.F.F. TO WALL HEIGHT Q W-3.1 DIAMOND PLATED ALUMINUM PANEL FROM F.F. TO 4'-0" HEIGHT OVER WHITE UPDATED CORRUGATED LINER PANEL, BY DOOR MANUFACTURER, FROM F.F. TO TOP OF CORRIDOR BACKGROUND SYSTEM HEIGHT. EXPOSED GYP. BD. OVER CORRIDOR SYSTEM HEIGHT TO BE PAINTED. U) W-4 WATER/MOLD RESISTANT PAINTED GYP. BD. FROM F.F. TO WALL HEIGHT. STORAGE UNIT WALL CONDITION (BY JANUS INTERNATIONAL, OR EQUIVALENT) I I c- W-5 CORRIDOR SIDE AND ENTRY WALL: NON -BEARING MTL PARTITION FROM 0 F.F. TO 8'-0" A.F.F INSTALL PER MANUFACTURER'S RECOMMENDATION • E W-6 INTERIOR PARTITION WALL BETWEEN UNITS: NON -BEARING MTL PARTITION FROM F.F. TO 9'-0" A.F.F. INSTALL PER MANUFACTURER'S RECOMMENDATION W- 7 EXPOSED CMU WALL D W-8 EXPOSED CONCRETE (N/A) I I �7 GENERAL NOTES: . ALL GYPSUM BOARD TO BE WATER/MOLD RESISTANT. OFFICE, BATHROOMS, UTILITY AND MECHANICAL ROOMS. -Q) 0 • REFER TO SHEET A-2 FOR 1-HOUR FIRE RATED WALL DETAIL UL No. 456. APPLY • - SPECIFICATIONS WHERE NOTED ON FLOOR PLANS. (N/A) U 0 CEILING CONDITION Cn Un C-0 NO CEILING. EXPOSED TO STRUCTURE. C-1 2'x2' ARMSTRONG CEILING TILE C-2 1-HOUR FIRE RATED CEILING UL No. 1506, SYSTEM -A. SEE DETAIL SHEET A-9 C-3 2'x4' ARMSTRONG CEILING TILE (N/A) c- STORAGE UNIT CEILING CONDITION Q) Un C-4 WIRE MESH INSTALLED MIN. 18" BELOW SPRINKLER HEAD c— ELEVATOR FINISHES _+___l c- INTERIOR FINISHES OF THE ELEVATOR CAB WALLS AND FLOOR TO BE DIAMOND PLATE. U DOORS AND FRAME TO BE STAINLESS STEEL. a ER TO EXTRA SPACE STORAGE FOR FINISHES DETAILS AND SPECIFICATIONS. - 5 0 RELEASED FOR CONSTRUCTION REVISIONS BY 02/04/22 05 10/22 12/22/22 5 PRINTED PERMIT 02 04 22 REVISION-1 05/10/22 REVISION-5 12/22/22 AR97003 022.12.26`�� rF�.ED.ARG� Jere ; iah S Russ II Digitall Sig by Jere SS`' Dot 2022.12.26 8:23-06'00' THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY JEREMIAH RUSSELL ON THE DATE ADJACENT TO THE SEAL. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. W Q 0 V) Z L 0 12 LI__� n i 0-1 ,j 0 LJ cl� N p ul LZ aM M 0 0 0 z w o J J m M 0 _3�: ry L M to Lu z J J LLJ V) 0 O 0 Cr- _J N a- mU N SHEET TITLE FLOOR FINISHES PLAN - FIRST & SECOND FLOORS DRAWN xxxx CHECKED DATE 11/2021 SCALE AS NOTED JOB NO. 0000 SHEET A 13 OF SHEETS rxR � 0 NORTH 0 NORTH 1 THIRD FLOOR FINISH PLAN A-13. 1 NOT TO SCALE OFFICE BUILDING -FIRST FLOOR FINISHES PLAN NOT TO SCALE 0 UPDATED BACKGROUND FINISH SCHEDULE 'o�� c� OFFICE A100 P-CONC 6-1 W-1 W-1 W-1 W-1 C-1 WALK OFF CARPET TOILET A102 P-CONC B-1 W-4 W-4 W-4 W-4 C-1 B-0 REFER TO FINISH FLOOR PLAN UTILITY ROOM A105 P-CONC B-0 W-1 I W-1 W-1 I W-1 C-0 DISPLAY AREAS S-CONC B-0 REFER TO FINISH FLOOR PLAN C-1 W-3 AT ALL WALLS AS NOTED W-2 AT ALL WALLS U.N.O. ON FIN. FLR. PLANS. FIRST FLOOR: STORAGE AREA 100 STAIRS-1 101 S-CONC B-0 W-7 W-7 W-7 W-7 C-2 ELEVATOR MECH. ROOM 102 S-CONC B-0 W-7 W-7 W-7 W-7 C-0 STAIRS-2 103 S-CONC B-0 W-7 W-7 W-7 W-7 C-2 ELEVATOR MECH. ROOM 104 S-CONC B-0 W-7 I W-7 W-7 W-7 C-0 SPRINKLER ROOM 105 S-CONC B-0 W-0 W-0 W-0 W-0 C-0 ELECTRICAL ROOM 106 S-CONC B-0 W-0 W-0 W-0 W-0 C-0 BDA ROOM 107 S-CONC B-0 W-0 W-0 W-0 W-0 C-0 STORAGE UNIT CORRIDOR STORAGE UNITS P-CONC B-0 REFER TO FINISH FLOOR PLAN C-0 S-CONC B-0 REFER TO FINISH FLOOR PLAN C-0 SECOND FLOOR: STORAGE AREA 200 STAIRS-1 201 S-CONC B-0 W-7 W-7 W-7 W-7 C-2 STAIRS-2 202 S-CONC B-0 W-7 W-7 W-7 W-7 C-2 TOILET-1 203 CT-1 B-1 W-4 W-4 W-4 W-4 C-1 TOILET-2 204 CT-1 B-1 W-4 W-4 W-4 W-4 C-1 STORAGE UNIT CORRIDOR STORAGE UNITS P-CONC B-0 REFER tO FINISH FLOOR FILAN C-0 S-CONC B-0 REFER FO FINISH FLOOR RLAN C-0 THIRD FLOOR: STORAGE AREA 300 STAIRS-1 301 S-CONC B-0 W-7 W-7 W-7 W-7 C-2 STAIRS-2 302 S-CONC B-0 W-7 W-7 W-7 W-7 C-2 STORAGE UNIT CORRIDOR STORAGE UNITS P-CONC B-0 REFER FO FINISH FLOOR FILAN C-0 S-CONC B-0 REFER tO FINISH FLOOR RLAN C-0 FINISH LEGEND FLOOR CONDITION S-CONC SEALED CONCRETE 2 COATS OF CLEARPROTECT, BY H&C PRODUCT GROUP, (1) AS CURE "N" SEAL AFTER INITIAL CONCRETE POUR, (2) IN STORAGE HALLWAYS, APPLIED THICK WITH NAP ROLLER. P-CONC POLISHED CONCRETE CT-1 12"x12" CERAMIC TILE, TBD PLY-1 3/4" FIRE RATED PLYWOOD MLT MTL STAIR CASE, BY OTHERS BASE CONDITION B-0 NO BASE B-1 6 CERAMIC BASE WALL CONDITION W-0 WATER/MOLD RESISTANT GYP. BD. W/O PAINT W-1 PAINTED WATER/MOLD RESISTANT GYP. BD. W-2 CORRUGATED METAL LINER PANEL BY M.B.M. FROM F.F. TO 8'-0" A.F.F. ON ALL INTERIOR FACE OF EXTERIOR WALLS FROM F.F. TO UNDERSIDE OF STRUCTURE DECK. W-3 WHITE CORRUGATED LINER PANEL, BY DOOR MANUFACTURER, FROM F.F. TO 9-6" A.F.F., GYP. BD. W/O PAINT FROM 9'-6" A.F.F. TO WALL HEIGHT W-3.1 DIAMOND PLATED ALUMINUM PANEL FROM F.F. TO 4'-0" HEIGHT OVER WHITE CORRUGATED LINER PANEL, BY DOOR MANUFACTURER, FROM F.F. TO TOP OF CORRIDOR SYSTEM HEIGHT. EXPOSED GYP. BD. OVER CORRIDOR SYSTEM HEIGHT TO BE PAINTED. W-4 WATER/MOLD RESISTANT PAINTED GYP. BD. FROM F.F. TO WALL HEIGHT. STORAGE UNIT WALL CONDITION (BY JANUS INTERNATIONAL, OR EQUIVALENT) W-5 CORRIDOR SIDE AND ENTRY WALL: NON -BEARING MTL PARTITION FROM F.F. TO 8'-0" A.F.F INSTALL PER MANUFACTURER'S RECOMMENDATION W-6 INTERIOR PARTITION WALL BETWEEN UNITS: NON -BEARING MTL PARTITION FROM F.F. TO 9'-0" A.F.F. INSTALL PER MANUFACTURER'S RECOMMENDATION W-7 EXPOSED CMU WALL W-8 EXPOSED CONCRETE (N/A) GENERAL NOTES: • ALL GYPSUM BOARD TO BE WATER/MOLD RESISTANT. OFFICE, BATHROOMS, UTILITY AND MECHANICAL ROOMS. • REFER TO SHEET A-2 FOR 1-HOUR FIRE RATED WALL DETAIL UL No. 456. APPLY SPECIFICATIONS WHERE NOTED ON FLOOR PLANS. (N/A) CEILING CONDITION C-0 NO CEILING. EXPOSED TO STRUCTURE. C-1 2'x2' ARMSTRONG CEILING TILE C-2 1-HOUR FIRE RATED CEILING UL No. 1506, SYSTEM -A. SEE DETAIL SHEET A-9 C-3 2'x4' ARMSTRONG CEILING TILE (N/A) STORAGE UNIT CEILING CONDITION C-4 WIRE MESH INSTALLED MIN. 18" BELOW SPRINKLER HEAD ELEVATOR FINISHES INTERIOR FINISHES OF THE ELEVATOR CAB WALLS AND FLOOR TO BE DIAMOND PLATE. DOORS AND FRAME TO BE STAINLESS STEEL. REFER TO EXTRA SPACE STORAGE FOR FINISHES DETAILS AND SPECIFICATIONS. RELEASED FOR CONSTRUCTION T--- r�' WI �- rj 50 V) I 0 d- 0 z � cr_n Q O W t� Y CD O z U I— U U CL d _Q Q U .E D m cn w �U 0 cn Q I W cn Q) U_ 0 U F IONS BY /22 /22 /22 5 PRINTED PERMIT 02 04 22 REVISION-1 05/10/22 REVISION-5 12 22 22 .. F� .w r: AR97003 022.12.26, �FRED ARG'r Jere ', iah S Russ, II Digitall sig by Jere S X., D 2022.12.26 7:47-06'00' THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY JEREMIAH RUSSELL ON THE DATE ADJACENT TO THE SEAL. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. W V Q 0 V) Z LLJ 0 1 L C J 0 —� LO L � p L0 L M 0 0 > z J ? U� 0 0 m ?.1 L m cn z Q F_ J J o 0 0 0 LY_ •J N o- Of CL mU oN SHEET TrmE FLOOR FINISHES PLAN — THIRD FLOOR DRAWN xxxx CHECKED DATE 11/2021 SCALE AS NOTED JOB NO. 0000 SHEET A- 13.1 OF SHEETS n OCC A nn 1/1 A-r-(1 (' nnr- 1.1 AT/'I1 AL STEEL.. 'OR ROOF E STRUCTURAL 1 ROOF HATCH DETAIL A-14 NOT TO SCALE VEMBRANE UNDER .FABRICATED )F HATCH. ING CKING TEEL 200F RUCTURAL REVISION #1 NOTE: - ADDED CORRUGATED PANELS ABOVE OVERHEAD /STORAGE UNIT DOORS. ALL DOORS SHALL REQUIRE A MAXIMUM OF 5 POUNDS OF FORCE TO OPEN AND CLOSE. Note: Sign height is 48" Minimum to 60" Maximum, reference ADA code chapter 2, section 703. A, CORRUGATED PANELS CORRUGATED PANELS CORRUGATED PANELS AT DOOR HEADERS AT DOOR HEADERS AT DOOR HEADERS ---- ---- - - r - I -------- �. n ri: 4 J -- 4 I f :J I J1Slide Latch -- -- -- Lath --- - _ %Accessibility Sign E. SWING DOOR C Front Elevation Typical items required for Swing Door unit 12" Nylon Strap with 'S' Hook for Latch Slide. Accessibility Sign. NOTE: - MAXIMUM 8" DIAMETER BETWEEN BURGLAR BARS, TYPICAL. ACGE991BLE I � Looped Pull Rope 48" A.F.F. Max. 48" Maximum -- ---- - - -Accessibility Sign o- Graspable Han le - --- A- - - :-----n. ---- Min. Center j of Door BEN ROLL -UP DOOR CLOSED ROLL -UP DOOR Front Elevation Front Elevation Typical items required for Roll -up unit 12" Nylon Strap with 'S' Hook for Latch Slide. 12" Nylon Strap for graspable handle on front of door. 48" Hanging Strap for graspable pull rope. Attachment Hardware. Accessibility Sign. ADA REQUIREMENTS FOR Z, SWING AND FOR ROLL -UP ST A-14 NOT TO SCALE �l 7_L411,IZ�Z�7:7. STORAGE UNIT ROLL -UP DOOR DETAILS DS-75 MINI ROLL -UP DOOR OR EQUIVALENT NG COUNTERBALANCE SEE DETAIL COIL (NORMALL BOTTOM BAR STOP -CURTAIN, SEE DETAIL 2ND LIFT HANDLE, \-LIFT HANDLE, CBOT ONLY IF WIDTH > 5 0 OPPOSITE COIL SIDE SEE CURTAIN LOCK (CTL), MOUNTED OPPOSITE COIL SIDE GALV. SOTTO BAR SHEET 1-1/2"x1-1/2"x12G GALV. STEEL ANGLE ZINC BOAR BOLT (SST OPTIONAL) BOTTOM BAR SEAL (ASTRAGAL) BOTTOM BAR DETAIL LEFT HAND RIGHT HAND BRACKETS: BRACKET: BEARING TENSION -PRO I✓� ���1 (OPTIONAL) TOP DRAFT BRACKET DETAIL STOP DETAIL ROLL -UP DOOR DETAILS A-14 NOT TO SCALE Q I4 FILL PIPE WITH CONCRETE POLYEYHLENE COVER NTH LIV INHIBITERS SLIDE ON APPLICATION BY IDEAL SHIELD (YELLOW) 'I -6" DIA.-3 8" Thick STEEL PIP BOLLARD F -SLOPE PAVEMENT AWAY FROM PIPE FINISH GRADE m PAVING THICKNESS CONCRETE FOOTING 6" PIPE BOLLARD SECT. SCALE: 1/2"=1'-O" FINISH GRADE •20 X 3/4" DRILLING SCREW STEEL JAMB DETAIL X 1-3/4" :ON MASONRY JAMB DETAIL /16 X 1-1/2" LAG SCREW WOOD JAMB DETAIL BRACKET TYPE A BEARING BRACKET 3-1/4" TENSION -PRO BRACKET 4" NOTES: 1. DOOR MODEL DS751 IS INSULATED DS-75 2. WHEN USING LOCK BY OTHERS (LBO), STANDARD THROW SLIDE REQUIRED 3. TOP DRAFT STOP OPTIONAL 4. CURTAIN LOCK (CTL) HAND DETERMINED OUTSIDE LOOKING IN 5. DIMENSIONS SHOWN ARE APPROXIMATE. SEE INSTALL MANUAL FOR EXACT COMPONENT LOCATION 9" ° FILL PIPE WITH CONCRETE POLYEYHLENE COVER NTH LIV INHIBITERS SLIDE ON APPLICATION BY IDEAL SHIELD (YELLOW) z 4" DIA. SCH 40 PIPE BOLLARD FOOTING 4" PIPE BOLLARD SECT. SCALE 1 /2"-1'-O" AUTOMATIC DOOR BOLLARD PLAN 3 BOLLARD DETAILS A-14 NOT TO SCALE DRAWING NO. CURTAIN DETAIL (26GA PAINTED GALV. STEEL) OPENING HEIGHT B UP TO 6'8" HIGH 16" FROM 6'8-1/4" TO 8' HIGH 17" OVER 8' HIGH 18" 77 6 BOLLARD//// BUILDING CORNER BOLLARD PLAN SPECIAL INSPECTIONS FOR PENETRATIONS AND JOINTS GENERAL: THE OWNER WILL PROVIDE AN APPROVED AGENCY TO PERFORM SPECIAL INSPECTIONS DURING CONSTRUCTION OF THE FIRE -RESISTIVE JOINT SYSTEMS AND THROUGH -PENETRATION FIRE STOPS SYSTEMS. SUBMITTALS: THE SPECIAL INSPECTOR WILL SUBMIT THE FOLLOWING TO THE ARCHITECT, BUILDING OFFICIAL AND FIRE MARSHAL FOR APPROVAL: 1. EDUCATION AND EXPERIENCE CREDENTIALS FOR THE SPECIAL INSPECTOR AND ANY AUTHORIZED REPRESENTATIVES. 2. DISCLOSURE OF ANY CONFLICTS OF INTEREST WITH THE CONTRACTOR, INSTALLER, PRODUCT MANUFACTURER OR SUPPLIER, AND THEIR COMPETITORS. 3. SAMPLE OF THE PROPOSED SPECIAL INSPECTIONS REPORT TO BE USED. INSURANCE: SUBMIT INSURANCE CERTIFICATES TO THE OWNER PRIOR TO COMMENCEMENT OF THE WORK FOR THE FOLLOWING COVERAGES WITH MINIMUM LIMITS AS SPECIFIED BY THE OWNER: PROFESSIONAL LIABILITY FOR SPECIAL INSPECTIONS COMPREHENSIVE GENERAL LIABILITY AUTOMOTIVE LIABILITY WORKERS COMPENSATION SPECIAL INSPECTOR FOR PENETRATIONS AND JOINTS RESPONSIBILITIES: QUALIFICATIONS: THE SPECIAL INSPECTOR FOR PENETRATIONS AND JOINTS MUST HAVE A MINIMUM OF 2 YEARS IN CONSTRUCTION FIELD EXPERIENCE, AND MEET AT LEAST ONE OF THE FOLLOWING CRITERIA: 1, CERTIFIED CODE OFFICIAL/INSPECTOR 2. LICENSED ARCHITECT OR PROFESSIONAL ENGINEER 3. LICENSED PROFESSIONAL IN THE CONSTRUCTION INDUSTRY 4. CERTIFIED REPRESENTATIVE OF A QUALITY ASSURANCE AGENCY OR ACCREDITED TESTING LABORATORY. AUTHORIZED REPRESENTATIVES: THE SPECIAL INSPECTOR MAY USE AUTHORIZED REPRESENTATIVES TO PERFORM POR11ONS OF THE INSPECTIONS. THE SPECIAL INSPECTOR SHALL INSURE THE AUTHORIZED REPRESENTATIVE IS QUALIFIED BY EDUCATION AND EXPERIENCE TO PERFORM THE DUTIES ASSIGNED BY THE SPECIAL INSPECTOR. THE SPECIAL INSPECTOR SHALL BE IN RESPONSIBLE CHARGE OF THE WORK OF THE AUTHORIZED REPRESENTATIVE. THE SPECIAL INSPECTOR SHALL PERSONALLY VISIT THE SITE AT POINTS DURING CONSTRUC1ON APPROPRIATE TO THE INSPECTION PROGRAM. INSPECTIONS: CONDUCT INSPECTIONS ON A SCHEDULE APPROPRIATE TO THE PROGRESS OF THE WORK TO CONFIRM THAT THE CONSTRUCTION OF THE FIRE -RESISTIVE JOINT SYSTEM AND TRHOUGH -PENETRATION FIRE STOP SYSTEMS COMPLY WITH THE CONTRACT DOCUMENTS. THROUGH -PENETRATION FIRE STOP SYSTEMS: PROVIDE INSPEC11ON AND TESTING OF THROUGH -PENETRATION FIRE STOP SYSTEMS COMPLYING WITH ASTM E814 OR UL 1479 IN ACCORDANCE WITH ASTM E2174 "STANDARD PRACTICE FOR ON -SITE INSPECTION OF INSTALLED FIRE STOP" FIRE RESISTANT JOINT SYSTEMS: PROVIDE INSPECTION AND TESTING OF FIRE-RESISTANT JOINT SYSTEM COMPLYING WITH ASTM E1966 OR UL 2079 IN ACCORDANCE WITH ASTM E2393 "STANDARD PRACTICE FOR ON -SITE INSPEC11ON OF INSTALLED FIRE RESISTIVE JOINT SYSTEMS AND PERIMETER FIRE BARRIERS". REPORTS: PREPARE REPORTS, AND SUBMIT SIGNED COPIES TO THE OWNER, CONTRACTOR, ARCHITECT OF RECORD, STRUCTURAL ENGINEER OF RECORD, BUILDING OFFICIAL, AND FIRE MARSHALL. SUBMIT REPORTS MONTHLY AT A MINIMUM. INSPECTION REPORTS: PREPARE AND SUBMIT REPORTS IMMEDIATELY AFTER EACH INSPECTION. DOCUMENT ANY DEVIATIONS FROM THE CONTRACT DOCUMENTS, AND BRING THEM TO THE ATTENTION OF THE CONTRACTOR IN A TIMELY MANNER. CONFIRM CORRECTIONS TO ANY PREVIOUS DEVIATIONS FROM THE CONTRACT DOCUMENTS. INCLUDE IDENTIFICATION OF SPECIAL INSPECTOR, DATE OF INSPECTION, GENERAL NARRATIVE OF CONSTRUCTION PROGRESS, WEATHER CONDITIONS, PERSONNEL PRESENT DURING INSPECTION, AND ANY TEST REPORTS, SKETCHES, OR OTHER SUPPLEMENTAL DATA. FINAL REPORT: PREPARE AND SUBMIT A SIGNED AND SEALED FINAL REPORT STATING THE FIRE -RESISTIVE JOINT SYSTEM AND TRHOUGH-PENETRATION FIRE STOP SYSTEMS HAVE BEEN CONSTRUCTED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. CONTRACTOR RESPONSIBILITIES: DOCUMENTS: PROVIDE THE FOLLOWING DOCUMENTS TO THE SPECIAL INSPECTOR: 1. CONTRACT DOCUMENTS, INCLUDING ALL REVISIONS. 2. SUBMITTALS FOR FIRE -RESISTIVE JOINT SYSTEMS AND TRHOUGH -PENETRATION FIRE STOP SYSTEMS, WITH REVIEW STAMPS FROM THE CONTRACTOR AND ARCHITECT OR ENGINEER OF RECORD. 3. CONSTRUCTION SCHEDULE, UPDATED AS APPROPRIATE. ACCESS AND ASSISTANCE: NOTIFY THE SPECIAL INSPECTOR 24 HOURS PRIOR TO THE NEED FOR A SPECIAL INSPECTION. PROVIDE SAFE ACCESS TO THE AREA OF INSPECTIONS. DO NOT COVER WORK REQUIRING INSPECTION PRIOR TO THE INSPECTIONS. FURNISH INCIDENTAL LABOR NECESSARY FOR THE SPECIAL INSPECTIONS. PROTECT CONSTRUCTION EXPOSED BY SPECIAL INSPECTIONS, AND REPAIR CONSTRUCTION DAMAGED BY SPECIAL INSPECTIONS. LIMITATIONS: ACCEPTANCE OF WORK BY SPECIAL INSPECTOR DOES NOT RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITY TO COMPLY WITH THE CONTRACT DOCUMENTS. RELEASED FOR CONSTRUCTION ,r�, wl O V �t I O d- 0 z t Q O LLJ V) LLJ 0 Y O z Lo LJ I— Q Q w Q) U) Qa Q) Cn Q) 0 �0 0 C7 U) Q .n, V+__j Cn Q� U 0 U REVISIONS BY 02/04/22 05 10 22 PRINTED PERMIT 02 04 22 REVISION-1 05 10 22 C� S. AR97003 V • Q. RED AR THIS ITEM HAS BEEN SIGNED AND SEALED DIGITALLY BY JEREMIAH RUSSELL ON THE DATE ADJACENT TO THE SEAL. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. W V Q N `f 0 Z W� � L1 0— 0 �O Li cy_ N Q LO WZW M M 0 O Q z 0 J U W J J m 0 Lt_ O Lli m cn z Q J J 03: < w Cn 0 Cad �- O o NCL �mU�N SHEET TITLE DETAILS DRAWN XXXX CHECKED DATE 11/2021 SCALE AS NOTED JOB NO. 0000 SHEET A-1 4 OF SHEETS REVISIONS I BY Design No. U425 June 10, 2021 Bearing Wall Rating — 3/4 Hr., 1, 1-1/2 or 2 Hr. (See Items 2, 4 and 5) This design was evaluated using a load design method other than the Limit States Design Method (e.g., Working Stress Design Method). For jurisdictions employing the Limit States Design Method, such as Canada, a load restriction factor shall be used — See Guide BXUV or BXUV7 * Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. S INTERIOR OR EXTERIOR WALL (FIRE FROM EITHER SIDE), SEE TABLE I x r. ^k" " . � .'�" ..... `+t. �1c3;e' ....,�,,. r Y a' . .,....�.-..�...-,.—.x .......�..—...,...- ,�` .....,n•�'h'?c' �••�.•.�-_ ..,...,...—....®.a.,.... ...,..-,.M's'-F.'A,T'?f"'.+S] .yt1,K�c'�'d ` -- - OPTIONAL: EXTERIOR FACINGS OUTLINED IN ITEM 5 1. Steel Floor and Ceiling Tracks — (Not Shown) — Top and bottom tracks of wall assemblies shall consist of steel members, min No. 20 MSG (0.0329 in., min bare metal thickness) steel or min No. 20 MSG (0.036 in. thick) galv steel or No. 20 MSG (0.033 in. thick) primed steel, that provide a sound structural connection between steel studs, and to adjacent assemblies such as a floor, ceiling, and/or other walls. Attached to floor and ceiling assemblies with steel fasteners spaced not greater than 24 in. O.C. 2. Steel Studs — Min 3-1/2 in. wide, No. 20 MSG (0.0329 in., min bare metal thickness) corrosion protected cold formed steel studs designed in accordance with the current edition of the Specification for the Design of Cold -Formed Steel Structural Members by the American Iron and Steel Institute. All design details enhancing the structural integrity of the wall assembly, including the axial design load of the studs, shall be as specified by the steel stud designer and/or producer, and shall meet the requirements of all applicable local code agencies. The max stud spacing of wall assemblies shall not exceed 24 in. OC (or 16 in. OC when Item 5b is used). Studs attached to floor and ceiling tracks with 1/2 in. long Type S-12 steel screws on both sides of studs or by welded or bolted connections designed in accordance with the AISI specifications. 2A. Steel Studs — Framing Members* — In lieu of Item 2 — Min 3-1/2 in. wide, No. 20 MSG (0.0329 in., min bare metal thickness) corrosion protected cold formed steel studs designed in accordance with the current edition of the Specification for the Design of Cold -Formed Steel Structural Members by the American Iron and Steel Institute. All design details enhancing the structural integrity of the wall assembly, including the axial design load of the studs, shall be as specified by the steel stud designer and/or producer, and shall meet the requirements of all applicable local code agencies. The max stud spacing of wall assemblies shall not exceed 24 in. OC (or 16 in. OC when Item 5b is used). Studs attached to floor and ceiling tracks with 1/2 in. long Type S-12 steel screws on both sides of studs or by welded or bolted connections designed in accordance with the AISI specifications. EB METAL INC - NITROSTUD 2B. Steel Studs — Framing Members* — In lieu of Item 2 — Min 3-5/8 in. wide, No. 20 MSG (0.036 in. min. thickness) corrosion protected cold formed steel studs designed in accordance with the current edition of the Specification for the Design of Cold - Formed Steel Structural Members by the American Iron and Steel Institute. All design details enhancing the structural integrity of the wall assembly, including the axial design load of the studs, shall be as specified by the steel stud designer and/or producer, and shall meet the requirements of all applicable local code agencies. The max stud spacing of wall assemblies shall not exceed 24 in. OC (or 16 in. OC when Item 5b is used). Studs attached to floor and ceiling tracks with 1/2 in. long Type S-12 steel screws on both sides of studs or by welded or bolted connections designed in accordance with the AISI specifications. BAILEY METAL PRODUCTS LTD 3. Lateral Support Members — (Not Shown) — Where required for lateral support of studs, support may be provided by means of steel straps, channels or other similar means as specified in the design of a particular steel stud wall system. 4. Gypsum Board* — Any 1/2 in. thick UL Classified Gypsum Board that is eligible for use in Design No. X515. Any 5/8 in. thick UL Classified Gypsum Board that is eligible for use in Design Nos. L501, G512 or U305. Gypsum board bearing the UL Classification Marking as to Fire Resistance. Applied vertically with joints between layers staggered. Outer layer of 3 layer construction may be applied horizontally unless specified below. The thickness and number of layers and percent of design load for the 45 min, 1 hr, 1-1/2 hr and 2 hr ratings are as follows: TABLE I Interior or Exterior Walls (Fire From Either Side) Wallboard Protection Both Sides of Wall - No. of Layers & Thkns % of Rating of Board In. Each Layers Design Load 45 min 1 layer, 1/2 in. thick 100 1 hr 1 layer, 5/8 in. thick 100 1-1/2 hr 2 layers, 1/2 in. thick 100 2 hr 2 layers, 5/8 in. thick or 80 2 hr 3 layers, 1/2 in. thick 100 2 hr 2 layers, 3/4 in. thick 100 Note: Exterior facings allowed for use with Item 5 are also allowed to be installed on one side of the above walls. WALL TYPE 'S' UL #U425 NOT TO SCALE 4B. Gypsum Board* — (As an alternate to Item 4) — Nom. 5/8 in. thick gypsum panels, with square edges, applied horizontally. Gypsum panels fastened to framing with 1 in. long bugle head steel screws spaced a max 8 in. OC, with last 2 screws 3/4 in. and 4 in. from each edge of board. Horizontal joints need not be backed by steel framing. Horizontal edge joints and horizontal butt joints on opposite sides of studs on interior walls need not be staggered. Horizontal edge joints and horizontal butt joints in adjacent layers on interior walls (multilayer systems) staggered a min of 12 in. GEORGIA-PACIFIC GYPSUM L L C — GreenGlass Type X, Type DGG NATIONAL GYPSUM CO — Type FSW-6. CERTAINTEED GYPSUM INC — GlasRoc 5. Gypsum Boards — For exterior walls, Rating from Interior Side Only - 1/2 or 5/8 in. thick Classified or unclassified gypsum boards applied vertically and attached to studs and runner tracks with 1 in. long Type S-12 bugle head screws spaced 12 in. OC. along studs and tracks. One of the following exterior facings are to be applied over the gypsum board. a. Siding, Brick, or Stucco — Aluminum siding, steel siding, brick veneer, or stucco attached to studs over gypsum sheathing and meeting the requirements of local code agencies. When a min 3-3/4 in. thick brick veneer facing is used, the Exterior Wall Rating is applicable with exposure on either face. Brick veneer wall attached to studs with corrugated metal wall ties attached to each stud with steel screws, not more than each sixth course of brick. When a min 3-3/4 in. thick brick veneer facing is used, Foamed Plastic (Item 10) may be used. 6. Fasteners — (Not Shown) — Screws used to attach wallboard to studs: self -tapping bugle head sheet steel type, spaced 12 in. O.C. First layer Type S-12 by 1 in. long for 1/2 and 5/8 in. thick wallboards and 1-1/4 in. long for 3/4 in. thick wallboard. Second layer Type S-12 by 1-5/8 in. long for 1/2 and 5/8 in. thick wallboards and 2-1/4 in. long for 3/4 in. thick wallboard. Third layer Type S-12 by 1-7/8 in. long. Fasteners when Item 4G is used: First layer #6 x 2 in. long drywall screw spaced 8 in. OC along the perimeter and 12 in. OC in the field. Second layer #6 x 4 in. long drywall screw spaced 8 in. OC along the perimeter and 12 in. OC in the field. Horizontal joints to be staggered 12 in. between layers. 7. Batts and Blankets* — Placed in stud cavities of all exterior walls. May or may not be used in interior walls. Any glass fiber or mineral wool batt material bearing the UL Classification Marking as to Fire Resistance, of a thickness to completely fill stud cavity. See Batts and Blankets* (BZJZ) Category for names of Classified companies. 8. Joint Tape and Compound — (Not Shown) — Vinyl or casein, dry or premixed joint compound applied in two coats to joints and screw heads of outer layer. Perforated paper tape, 2 in. wide, embedded in first layer of compound over all joints of outer layer. - 2 HR. RATED WALL ASSEMBLY DETAIL Design No. U90S March 02, 2020 Bearing Wall Rating — 2 HR. Nonbearing Wall Rating — 2 HR t011 1 A .., mamr.w.w T ton @ Z 1. Concrete Blocks* — Various designs. Classification D-2 (2 hr). See Concrete Blocks category for list of eligible manufacturers. 2. Mortar — Blocks laid in full bed of mortar, nom. 3/8 in. thick, of not less than 2-1/4 and not more than 3-1/2 parts of clean sharp sand to 1 part Portland cement (proportioned by volume) and not more than 50 percent hydrated lime (by cement volume). Vertical joints staggered. 3. Portland Cement Stucco or Gypsum Plaster — Add 1/2 hr to classification if used. Where combustible members are framed in wall, plaster or stucco must be applied on the face opposite framing to achieve a max. Classification of 1-1/2 hr. Attached to concrete blocks (Item 1). 4. Loose Masonry Fill — If all core spaces are filled with loose dry expanded slag, expanded clay or shale (Rotary Kiln Process), water repellant vermiculite masonry fill insulation, or silicone treated perlite loose fill insulation add 2 hr to classification. 2 A-14.1 WALL TYPE '2' - UL #UL905 NOT TO SCALE RELEASED FOR CONSTRUCTION N co Cn . E W 02/04/22 PRINTED PERMIT 02 04 22 .,O AR97003 iQ22.02.0.��� TFAED THIS ITEM HAS BEEN SIGNED AND SEALED DIGITALLY BY JEREMIAH RUSSELL ON THE DATE ADJACENT TO THE SEAL. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED SEALED AND THE SIGNATURE AND MUST BE VERIFIED ON ANY ELECTRONIC COPIES. LJJ V a O z(A LJJ L LJJ O —� JO LJJ ICY- N Q LO LLJ Z Q In C)O�M z J UJ� 0 LL 0 m 3: 0:� LLi m v Ld o o N a. 0o U 0) N SHEET TITLE DETAILS — 2 DRAWN XXXX CHECKED DATE 11/2021 SCALE AS NOTED JOB NO. 0000 SHEET A- 14.1 OF SHEETS REVISIONS 1-7, 01 /24/22 02/03/22 02 04 22 - 051/101122 PRINTI f=) PERMIT 02 04 22 EVISION-1 10 22 -5Z AR97003 .V RED AR THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY JEREMIAH RUSSELL ON THE DATE ADJACENT TO THE SEAL. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. W t' r 0 1.1 d W W a 0 —1 0 W ry Nt > Q Lc) W � M �0> W U �LL- r 0 p LLi m cfi LLI z -� o < Q = LLJ 0 " >-- O M O N _ d mU oN SHEET TITLE LOW VOLTAGE PLAN & BURGLAR BARS DETAILS DRAWN xxxx CHECKED DATE 11/2021 SCALE JOB NO. SHEET A OF S SHELLS Ce3�►Lag7A\�►1911*..1 (THESE SPECIFICATIONS ARE IN ADDITION TO AND DO NOT EXCLUDE ANY FOUND IN THE GENERAL SPECIFICATIONS FOR THE PROJECT) 1. CONTRACTOR SHALL BE RESPONSIBLE FOR BRACING AND SHORING OF STRUCTURE DURING CONSTRUCTION. FOUNDATION WALLS WHICH ARE TIED TO SLABS OR FLOOR/ROOF FRAMING SHALL BE BRACED AGAINST BACKFILL MOVEMENT UNTIL SLAB/FRAMING (WTIH DECK ATTACHMENT) IS COMPLETED. CONTRACTOR SHALL PROVIDE ALL TEMPORARY SAFETY ENCLOSURES TO PROTECT ALL PERSONNEL INVOLVED IN PROJECT. 2. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR INITIATING, MAINTAINING AND SUPERVISING ALL SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK. KEYSTONE STRUCTURAL ENGINEERING, P.C., IS NOT RESPONSIBLE FOR THE MEANS AND METHODS OF CONSTRUCTION OR FOR RELATED SAFETY PRECAUTIONS AND PROGRAMS. 3. SHOP DRAWINGS AND SUBMITTALS: A. CONTRACTOR SHALL FURNISH COMPLETE AND DETAILED SHOP DRAWINGS. ALL SHOP DRAWINGS SHALL BE PREPARED UNDER THE DIRECT SUPERVISION OF A PROFESSIONAL ENGINEER REGISTERED IN THE STATE WHERE THE PROJECT IS LOCATED. B. CONTRACTOR SHALL REVIEW AND VERIFY ALL DIMENSIONS AND STAMP ALL SHOP DRAWINGS PRIOR TO SUBMITTING DRAWINGS TO ARCH/ENG. FOR REVIEW. CONTRACTOR IS RESPONSIBLE FOR ERRORS AND OMISSIONS ASSOCIATED WITH THE PREPARATION OF SHOP DRAWINGS SUCH AS, MEMBER SIZES, DETAILS AND DIMENSIONS SPECIFIED IN THE CONSTRUCTION DOCUMENTS. C. SHOP DRAWINGS SHALL SHOW MEMBERS SIZES, LOCATION, TYPE AND EXTENT OF ALL MEMBERS, BOLTS AND WELDS. D. CONTRACTOR SHALL HAVE AN APPROVED SHOP DRAWINGS AND PROOF OF WELDER CERTIFICATION AT JOB SITE AT ALL TIMES. E. PROVIDE SETTING DRAWINGS, TEMPLATES AND DIRECTIONS FOR INSTALLATION OF ANCHOR BOLTS AND OTHER ANCHORAGES TO BE INSTALLED BY OTHERS. F. COORDINATE ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS. 4. DESIGN LOADS: THE BUILDING STRUCTURE DESCRIBED IN THESE PLANS SHALL BE CONSTRUCTED IN COMPLIANCE WITH THE 2017 FLORIDA BUILDING CODE A. GRAVITY LOADS DEAD LOADS: ROOF/ATTIC: 20 PSF FLOOR: 60 PSF LIVE LOADS: ROOF: 20 PSF ATTIC: 40 PSF FLOOR: 125 PSF STAIRS/CORRIDOR: 100 PSF B: SNOW LOADS: GROUND SNOW LOAD (Pg): 0.0 PSF FLAT ROOF SNOW LOAD (Pt): 0.0 PSF SNOW EXPOSURE FACTOR (Ce): 1.0 SNOW IMPORTANCE FACTOR (Is): 1.0 THERMAL FACTOR (Ct): 1.0 --� C. WIND LOADS BASIC WIND SPEED (3 SEC. GUST): ult 156 MPH RISK CATEGORY: 11 EXPOSURE CATEGORY: B INTERNAL PRESSURE (GCpi): +-.18 D. SEISMIC DESIGN CRITERIA: SEISMIC IMPORTANCE FACTOR (le): 1.0 RISK CATEGORY: 11 MAPPED SPECTRAL RESPONSE ACCELERATIONS: Ss: 0.0675g S1: 0.0344g SITE CLASS: D S(DS): 0.072 S(D1): 0.055 SEISMIC DESIGN CATEGORY: A BASIC SEISMIC FORCE RESISTING SYSTEM: LIGHT FRAMED WALLS SHEATHED WITH STEEL SHEETS SEISMIC RESPONSE COEFFICIENT (Cs):.0100 RESPONSE MODIFICATION FACTORS (R): 6.5 ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE PROCEDURE FOUNDATION NOTES: 1. SEE ARCHITECTURAL AND CIVIL DRAWINGS FOR BUILDING LOCATION AND ORIENTATION. COORDINATE ALL DIMENSIONS WITH ARCH. DRAWINGS. DO NOT SCALE DRAWING 3. SEE ARCHITECTURAL DRAWINGS FOR SIDE WALK EXTENTS, PLANTER, AND PAVER LOCATIONS AND DETAILS. 4. COORDINATE FINISHED FLOOR ELEVATIONS (F.F.E.) WITH ARCH. AND CIVIL DRAWINGS. 5. REFERENCE FFE = SEE PLANS 6. ALL FOOTINGS HAVE BEEN DESIGNED BASED UPON A SOIL BEARING PRESSURE OF 2500 PSF. FOLLOW ALL RECOMMENDATIONS OUTLINED IN THE GEOTECHNICAL ENGINEERING REPORT BY ECS FLORIDA, LLC., ECS PROJECT NUMBER 41:2804, DATED 07/30/2020. 7. ALL FOUNDATION EXCAVATIONS SHALL BE EVALUATED BY THE GEOTECHNICAL ENGINEER OR TESTING AGENCY PRIOR TO POURING ANY FOUNDATION CONCRETE. CONTACT STRUCTURAL ENGINEER IF SOIL BEARING PRESSURE IS LESS THAN 2500 PSF. B. ALL EXTERIOR FOOTINGS SHALL BE A MINIMUM OF 1'- 6" BELOW F.F.E. AND A MINIMUM OF 1'- 6" BELOW ADJACENT EXTERIOR FINISH GRADE (TYP. UNO) 9. TOP OF INTERIOR FOOTINGS SHALL BE A MINIMUM OF 1'- 0" BELOW F.F.E. (UNO) 10. PRIOR TO COMMENCING ANY FOUNDATION WORK, COORDINATE WORK WITH ANY EXISTING OR NEW UTILITIES. LOWER FOUNDATION AS REQUIRED TO AVOID INTERFERENCE WITH UTILITIES. INDICATES FOOTING STEP. SEE PLANS SPECIALTY ENGINEERED PRODUCTS: 1. THE GENERAL CONTRACTOR IS RESPONSIBLE TO COORDINATE THE PROPER SUBMISSION OF SPECIALTY ENGINEERED SHOP DRAWINGS WHICH SHALL BE SIGNED AND SEALED BY AN ENGINEER REGISTERED IN THE STATE WHERE THE PROJECT IS LOCATED. IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO ASSURE THAT THE SPECIALTY ENGINEERED SHOP DRAWINGS ARE SUBMITTED IN A TIMELY MANNER SO AS TO ALLOW REVIEWS AND RESUBMISSIONS AS REQUIRED. ALL SPECIALTY ENGINEERED PRODUCTS SHALL BE DESIGNED FOR THE APPROPRIATE GRAVITY LOADS AND WIND LOADS INCLUDING UPLIFT AND LATERAL LOADS. INTERIOR SPECIALTY PRODUCTS SHALL BE DESIGNED FOR LATERAL LOADS TO ASSURE STABILITY. SPECIALTY ENGINEERED PRODUCTS SHALL BE, BUT ARE NOT LIMITED TO, THE FOLLOWING: A. LIGHT GAUGE METAL FRAMING INCLUDING, BUT NOT LIMITED TO, SOFFITS, CLADDING, CEILINGS, ETC. B. MISCELLANEOUS METALS INCLUDING STEEL STAIRS, MECHANICAL EQUIPMENT SUPPORTS, FRAMES THAT SUPPORT MACHINES, PIPES OR OTHER STRUCTURAL METAL USED FOR SUPPORT OF MECHANICAL SYSTEMS. C. MISCELLANEOUS HANGARS, METAL FRAMES, LADDERS, RIGGING, HANGING WALLS, METAL RAILINGS, GLAZING FRAMES, CLADDING SUCH AS STONE, PRECAST, ALUMINUM, METAL PANELS, CABLE BARRIER SYSTEMS, ETC. OR ANY OTHER MISCELLANEOUS PRODUCT REQUIRED BY THE ARCHITECTURAL OR MECHANICAL CONSTRUCTION DOCUMENTS. CONCRETE SLAB ON GRADE NOTES: 1. FLOOR SLABS ON GRADE SHALL BE 7" THICK 3000 PSI MINIMUM COMPRESSIVE STRENGTH NORMAL WEIGHT CONCRETE. REINFORCED w/ #4's @ 10" o.c. EACH WAY UNLESS NOTED OTHERWISE, LOCATE 2" FROM BASE OF SLAB -ON -GRADE. SEE CIVIL PLANS FOR FINISHED FLOOR ELEVATIONS. COORDINATE VAPOR BARRIER REQUIREMENTS w/ ARCHITECTURAL AND GEOTECHNICAL ENGINEER REQUIREMENTS, PROVIDE 15 MIL (MIN) POLYETHYLENE VAPOR BARRIER WITH JOINTS LAPPED 6" AND TAPED UNDER ALL INTERIOR SLABS. REFER TO GEOTECHNICAL ENGINEER FOR BELOW SLAB ON GRADE, SUBGRADE PREPARATION REQUIREMENTS.. 2. CONTROUCONSTRUCTION JOINTS SHALL BE LOCATED SUCH THAT NO AREA EXCEEDS 150 SQUARE FEET NOR SHALL THE LENGTH EXCEED 1.5 TIMES THE WIDTH. CONSTRUCTION JOINTS MY BE SUBSTITUTED FOR CONTROL JOINTS. METAL " KEYHOLD" JOINTS SHALL BE USED AT ALL CONSTRUCTION JOINTS. LOCATE ALL CONTROL JOINT EQUAL DISTANCE BETWEEN LOAD BEARING WALL AND 5'-0" MIN FROM THE END OF LOAD BEARING WALLS (INCLUDING OPENINGS ETC.) 3. CONDUITS AND PIPES EMBEDDED IN SLABS: SHALL NOT BE LARGER IN OUTSIDE DIMENSION THAN ONE-THIRD THE OVERALL THICKNESS OF THE SLAB. SHALL NOT BE SPACED CLOSER THAN THREE DIAMETERS OR WIDTHS ON CENTER. A MINIMUM SLAB THICKNESS OF 41/2" MUST BE MAINTAINED OVER THE EMBEDDED CONDUITS OR PIPES. 6/S3.1 4. THICKEN SLAB AT LOCATIONS INDICATED ON FOUNDATION PLAN SEE D it 0 Z a U� 2m n. N o C:; N a C9 J O N O �I STEEL NOTES: 1. STRUCTURAL STEEL: A. SHALL CONFORM TO THE LATEST STANDARDS OF ASTM: WIDE FLANGE BEAMS: A992 MISC. STRUCTURAL STEEL SHAPES, PLATES AND BARS: AW HOLLOW STRUCTURAL STEEL SECTIONS (ROUND AND RECTANGULAR): A500 GRADE B STRUCTURAL STEEL PIPE: A53 GRADE B B. STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED AND ERECTED IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC 360-05) USING ALLOWABLE STRESS DESIGN. C. PROVIDE 1" (MINIMUM) NON -SHRINK GROUT UNDER ALL BASE PLATES. D. SHOP OR FIELD SPLICES BETWEEN SUPPORTS THAT ARE NOT REQUIRED BY DESIGN WILL NOT BE ALLOWED. ANY MEMBERS CONTAINING SUCH SPLICES FOUND IN THE FIELD SHALL BE REMOVED AND REPLACED WITH UNSPLICED MEMBERS AT THE FABRICATOR'S EXPENSE. 2. STEEL CONNECTIONS: A. WHERE BEAM REACTIONS OR DETAILS ARE NOT SHOWN IN THE CONSTRUCTION DOCUMENTS. CONNECTIONS SHALL BE DESIGNED FOR ONE-HALF THE MAXIMUM (SIMPLE SPAN) UNIFORM LOAD WHICH THE MEMBER WILL SUPPORT FOR THE SPAN SHOWN ON THE DRAWINGS. B. BOLTS SHALL BE HIGH STRENGTH A-325 BOLTS OF SAME SIZE AND NUMBER AS SHOWN ON DRAWINGS. CONNECTIONS SHALL CONFORM TO THE SPECIFICATIONS FOR STRUCTURAL JOINTS USING ASTM A-325 OR A-490 BOLTS. CONNECTIONS ARE BEARING TYPE. C. BOLTS SHALL BE TIGHTENED TO THE SNUG TIGHT CONDITION UNLESS OTHERWISE NOTED ON THE DRAWINGS. 3. WELDS: A. MINIMUM SIZE OF WELD IS 3/16" AND (E70XX) UNLESS NOTED OTHERWISE. B. ALL WELDING SHALL CONFORM TO THE LATEST "STRUCTURAL WELDING CODE" BY THE AMERICAN WELDING SOCIETY. ALL WORK SHALL BE PERFORMED BY CERTIFIED WELDERS EXPERIENCED IN THE TYPE OF CONSTRUCTION INVOLVED. PROOF OF WELDER CERTIFICATION SHALL BE AVAILABLE AT THE JOB SITE. 4. PROVIDE ALL SUPPORTING STEEL NOT INDICATED ON PLAN AS REQUIRED FOR THE INSTALLATION OF MECHANICAL EQUIPMENT AND MATERIALS, INCLUDING ANGLES, CHANNELS, BEAMS, HANGERS, ETC. DO NOT SUPPORT EQUIPMENT OR PIPING FROM METAL DECKING. 5. STEEL STAIRS: ENGINEERED CONCRETE FILLED STEEL STAIR SYSTEM AND ALL CONNECTIONS OF THE SAME TO THIS STRUCTURE SHALL BE DESIGNED BY AN ENGINEER REGISTERED IN THE STATE WHERE THE PROJECT IS LOCATED. SUBMIT SHOP DRAWINGS BEARING THE SEAL AND THE SIGNATURE OF THE ENGINEER FOR REVIEW PRIOR TO FABRICATION. THE CONFIGURATION OF THE STEEL STAIR SYSTEM SHALL BE SHOWN ON THE ARCHITECTURAL DRAWINGS. STEEL STAIR SYSTEM AND ALL CONNECTIONS SHALL BE DESIGNED FOR ALL APPLICABLE LOADS AS INDICATED ON THE PLANS AND IN ALL APPLICABLE BUILDING CODES. THE LOADS SHALL BE CLEARLY INDICATED ON ALL SHOP DRAWINGS. SHOP DRAWINGS SHALL SHOW AND SPECIFY ALL CONNECTIONS UTILIZED WITHIN THE STEEL STAIR SYSTEM AS WELL AS CONNECTIONS TO AND LOADS IMPOSED UPON THE STRUCTURAL SYSTEM SHOWN OF THESE PLANS. COLD FORMED METAL FRAMING NOTES: 1. METAL FRAMING; NON-STANDARD SSMA METAL FRAMING MEMBER (CEE (C), TRACK, ZEE (Z) & HAT CHANNELS) DIMENSIONS, CONFIGURATIONS AND SECTION PROPERTIES SHALL COMPLY WITH THE 2013 AISI, COLD -FORMED STEEL DESIGN SPECIFICATIONS 2. USE STEEL TO FORM ZINC COATED (GALVANIZED) NON-STANDARD SSMA METAL FRAMING MEMBERS TO MEET THE PHYSICAL AND CHEMICAL PROPERTIES OF ASTM A653, GRADE 55 (FY=55 KSI), AND G60 COATING DESIGNATION AS DESCRIBED IN ASTM A 924 3. USE STEEL TO FORM PRIMED NON-STANDARD SSMA METAL FRAMING MEMBERS TO MEET THE PHYSICAL AND CHEMICAL PROPERTIES OF ASTM A1011, GRADE 55 (FY= 55 KSI). 4. SUBMIT SHOP DRAWING INDICATING MEMBER DIMENSIONS, CONFIGURATIONS, SECTION PROPERTIES, COATING, DETAIL OF FABRICATION, DETAILS OF ATTACHMENT TO ADJOINING WORK AND DETAILS OF ALL FASTENERS INCLUDING LOCATION AND SPACING OF ALL FASTENERS ATTACHING FRAMING TO ITSELF. 5. SHOP DRAWING SUBMITTAL TO INCLUDE PLANS, ELEVATIONS, SECTIONS AND DETAILS 6. SUBMIT SHOP DRAWINGS INCLUDING CALCULATIONS PREPARED, SIGNED AND SEALED BY A ENGINEER LICENSED WITH AND ACTIVE REGISTRATION IN THE STATE WHERE THE PROJECT IS LOCATED. 7. SCREWS SHALL BE SELF DRILLING TYPE SCREWS OF THE OF THE MINIMUM DIAMETER INDICATED ON PLANS AND DETAILS WITH A MIN PENETRATION THROUGH JOINED MATERIAL OF NOT LESS THAN (3) EXPOSED THREADS. 8. SCREW SPACING AND EDGE DISTANCES SHALL BE (3) SCREW DIAMETERS WITH A MIN 1/2" DIMENSION. 9. SCREW SHALL HAVE A PROTECTIVE COATING OF NOT LESS THAN THE JOINED MEMBER PROTECTIVE COATING. 10. ALL BOLTS FOR CONNECTIONS SHALL CONFORM TO ASTM A325 11. DO NOT ALTER, CUT OR REMOVE MEMBERS OR CONNECTIONS OF MEMBERS WITH PRIOR WRITTEN APPROVAL OF ENGINEER. 12. FIELD TOUCH UP ALL FIELD WELDS AND ABRASIONS OF GALVANIZED MATERIALS WITH ZINC RICH PAINT IN ACCORDANCE WITH ASTM A 780, ANNEX A2. TOUCH UP WORK SHALL BE COMPLETED PRIOR TO ATTACHMENT OF THE WORK OF ANY OTHER SECTIONS TO THE LIGHT GAUGE STEEL FRAMING. 13. STANDARD SSMA METAL STUD AND TRACK FRAMING A. METAL STUD STRENGTH CRITERIA: 1. 18 MIL TO 43 MIL - 33 KSI MIN. YIELD STRESS 2. 54 MIL TO 97 MIL - 50 KSI MIN. YIELD STRESS 3. RUNNER TRACK - 33 KSI MIN. YIELD STRESS (UNO) DO NOT USE STUDS LESS THAN 43 MIL FOR ANY EXTERIOR WALL USED TO BACK-UP BRICK VENEER. B. ATTACH METAL FRAMING TO PRIMARY STRUCTURE WITH A DEFLECTION TRACK OR A STEEL NETWORK INC. VERTICAL DEFLECTION CLIPS CAPABLE OF ALLOWING 1" OF VERTICAL DEFLECTION. 14. METAL STUD FASTENERS: A. SCREW CONNECTIONS USE #10-16 KWIK-FLEX SELF -DRILLING SCREWS OR APPROVED EQUAL UNLESS OTHERWISE NOTED. 4 SCREWS PER CONNECTION MIN., UNLESS NOTED OTHERWISE OR A PRE-ENGINEERED TRUSS. B. POWER DRIVEN FASTENERS: 1. FASTENING TO CONCRETE: USE 0.145" DIA. DOME HEAD NAIL TYPE "X-ZF" BY HILTI OR APPROVED EQUAL UNLESS NOTED OTHERWISE. MIN. EMBEDMENT = 1 1/4" MIN. EDGE DISTANCE = 2" MIN. SPACING = 3" MAX. SPACING =12" 2. FASTENING TO STEEL: USE 0.145" DIA. DOME HEAD KNURLED SHANK FASTENER TYPE "X-EDNI" BY HILT[ OR APPROVED EQUAL UNLESS NOTED OTHERWISE. MIN. EMBEDMENT = FULL PENETRATION MIN. EDGE DISTANCE = 1/2/1 MIN. SPACING = 1 1/2" MAX. SPACING 12" 15. FASTEN 5/8" PLYWOOD (STRUCTURAL RATED SHEATHING) FOR SIGNAGE ATTACHMENT TO METAL STUD FRAMED WALL AND PARAPETS WITH #12 SCREWS, SPACED AT 6" o.c. FOR THE PANEL EDGES AND FIELD ON STUDS SPACED AT 24" o.c.. SEE ARCHITECTURAL DRAWINGS FOR PLYWOOD LOCATIONS AND EXTENT. ROOF FRAMING NOTES: 1. DESIGN ROOFING FOR A NET UPLIFT PER COMPONENT AND CLADDING SCHEDULE ON SO. 1. NO 1/3 STRESS INCREASE ALLOWED. 2. STANDING SEAM ROOF (SEE ARCHITECTURAL). COORDINATE FASTENER REQUIREMENTS AND FLASHING DETAILS WITH MANUFACTURER SELECTED. 3. COORDINATE THE EXACT LOCATION AND EXTENT OF ROOF HATCH OPENINGS WITH ARCH. DRAWINGS. FLOOR FRAMING NOTES: 3. FLOOR SLAB SHALL BE 51/2" (TOTAL THICKNESS) WITH NORMAL WEIGHT CONCRETE (f c=3000 PSI) ON 3" 20 GAUGE COMPOSITE METAL DECK (50 Fy) (NEW MILLENNIUM 3.0 CD OR EQUAL). REINFORCE SLAB WITH WWR: 6X6- W1.4XW1.4 LOCATED AT MID -DEPTH OF SLAB. 4. ATTACHMENT OF FLOOR DECK TO SUPPORTS WITH (#12 TEK SCREWS) IN A 36/4 PATTERN WITH 4 SIDE LAPS PER SPAN (#10 SCREWS). ATTACHMENT AT PERIMETER OF DECK SHALL BE EQUAL TO ATTACHMENT AT DECK SIDE LAPS AND DECK SHEET ENDS. ANY PARTIAL OR SKEWED SHEETS SHALL BE ATTACHED AT EVERY FLUTE REGARDLESS OF ATTACHMENT PATTERN. - r 3" TYPE 3.00D 20GA. (.0358") 36/4 11 (3 SPAN MIN.) (G60 GALVANIZED.) 5. SUSPENDED CEILINGS, LIGHT FIXTURES, DUCTS AND OTHER PERMANENT SUSPENDED LOADS SHALL NOT BE SUPPORTED BY THE METAL DECKING. 6. PROVIDE 51/2"x5" LLV 14GA CONT. POURSTOP ANGLE AT ALL DECK EDGES AND AROUND ALL OPENINGS IN FLOOR SLAB. 7. PROVIDE 6"x4"x5/16" ANGLE AT ALL DECK EDGES SUPPORTED ON CMU WALLS. SPECIAL INSPECTIONS: A. THE SPECIAL INSPECTOR SHALL BE ENGAGED BY THE OWNER. SPECIAL INSPECTOR SHALL BE FULLY QUALIFIED, APPROVED BY THE BUILDING OFFICIAL, REGISTERED BY APPLICABLE REGISTRATION BOARD IF REQUIRED BY THE LOCAL BUILDING OFFICIAL, AND SHALL BE ACCEPTABLE TO THE ARCHITECT. B. THE SPECIAL INSPECTOR SHALL PROVIDE VERIFICATION OF CONSTRUCTION QUALITY CONTROL INSPECTIONS AND TESTING. THE SPECIAL INSPECTOR SHALL CERTIFY THAT ALL WORK REQUIRING INSPECTION IS PERFORMED IN COMPLIANCE WITH ALL REQUIREMENTS OF THE CONTRACT DOCUMENTS, BUILDING CODE REQUIREMENTS AND LOCAL BUILDING DEPARTMENT REQUIREMENTS. C. SPECIAL INSPECTIONS ARE REQUIRED FOR THE ITEMS NOTED IN THE STATEMENT OF SPECIAL INSPECTIONS AND THE 2012 IBC CHAPTER 17. THE CONTRACTOR SHALL OBTAIN A COPY OF THE STATEMENT OF SPECIAL INSPECTIONS AND NOTIFY THE SPECIAL INSPECTOR WHEN WORK IS READY TO BE INSPECTED. D. FAILURE TO NOTIFY THE SPECIAL INSPECTOR PRIOR TO OBSCURING AN ITEM REQUIRING INSPECTION MAY RESULT IN THE CONTRACTOR REMOVING OTHER WORK TO ALLOW INSPECTION. THIS WORK WILL BE REMOVED AND REPLACED AT THE CONTRACTORS EXPENSE. FAILURE TO HAVE REQUIRED ITEMS INSPECTED IS REASON FOR REJECTION OF THE WORK. E. PREMATURE NOTIFICATION FOR INSPECTIONS WILL RESULT IN ADDITIONAL INSPECTION WITH ALL EXPENSES AND FEES PAID FOR BY THE CONTRACTOR. SHEAR WALL AND WALL PANEL NOTES 1. 26 GAUGE PBU WALL PANELS WHERE NOTED, ALL OTHER PANELS SHALL BE 29 GAUGE PBU WALL PANELS. ALL WALL PANELS SHALL BE GRADE 80 2. ATTACH ALL PBU PANEL ENDS TO SUPPORTS WITH #12 TEK SCREWS AT 6" o.c. AND TO INTERMEDIATE SUPPORTS AT 12" o.c. 3. SIDELAP ATTACHMENT FOR WALLS DESIGNATED AS SHEAR WALLS ON THE PLANS SHALL BE #12 TEK SCREWS AT 12" o.c. (20" o.c. FOR ALL OTHER WALL). FOR WALLS DESIGNATED AS SHEAR WALLS ON THE PLANS, FASTEN BOTTOM EDGE OF PANEL TO BOTTOM TRACK WITH #12x3/4" TEK SCREW PANEL FASTENERS @ 12" o.c. (20" o.c. FOR ALL OTHER WALL). 4. ALL PERIMETER PANELS SHALL BE FULL HEIGHT 29 GAUGE PBU WALL PANELS OVER RATED GYPSUM WALL BOARD (SEE ARCH.). 5. ALL INTERIOR PANELS SHALL BE 9'- 0" HIGH. COORDINATE EXACT PANEL HEIGHT WITH ARCHITECTURAL. 6. THERE SHALL BE A DOUBLE STUD AT EACH END OF EACH SHEAR WALL AT THE LEVEL OF THE SHEAR WALL AND ALL LEVELS BELOW WITH THE EXCEPTION OF SHEAR WALLLS AT THE ROOF LEVEL. THE DOUBLE STUD SIZE, TYPE AND GAUGE SHALL BE EQUAL TO THE SHEAR WALL FRAMING MEMBERS AT EACH LEVEL. 7. SCREWS SHALL BE SELF DRILLING TYPE SCREWS WITH A MIN PENETRATION THROUGH JOINED MATERIAL OF NOT LESS THAN (3) EXPOSED THREADS. 8. SHEAR WALLS DESIGNATED ON A LEVEL ARE THE WALLS BELOW THAT LEVEL. SW-1 29 GAUGE PBU PANEL ON ONE SIDE OF WALL TO 9'- 0" MINIMUM WITH STRAP BRACES ABOVE TOP OF PANEL SW-2 26 GAUGE PBU PANEL ON ONE SIDE OF WALL TO 9'- 0" MINIMUM WITH STRAP BRACES ABOVE TOP OF PANEL HEADER CONNECTION SCHEDULE TOP TCK, MATCH TUD + + f , HEADER - SEE SEE PLAN <- & SCHEDULE HEADER ATTACHMENT EACH SIDE OF DOUBLE STUD HEADER GAUGE (SEE PLAN) - (2) C4 x 2 1/2'. x 16 GA ---- (2) ROWS (3) #12 SCREWS (6 TOTAL) (2) C4 x 2" x 12 GA (2) ROWS (3) #12 SCREWS (6 TOTAL) DOUBLE „C„- STUDS, BACK (2) ROWS (4) #12 SCREWS (8 TOTAL) (2) C6 x 21/2" x 14 GA (2) C8 x 2 1/2" x 12 GA (2) ROWS (5) #12 SCREWS (1.0 TOTAL) TO BACK, SEE PLAN. (2) C10 x 2 1/2" x 12 GA (2) ROWS (7) #12 SCREWS (14 TOTAL) (2) C12 x 4" x 12 GA (2) ROWS (7) #12 SCREWS (14 TOTAL) 0.2h 0.6h (2 (3) REINFORCED MASONRY NOTES: IMPORTANT: SPECIAL INSPECTION IS REQUIRED FOR ALL MASONRY CONSTRUCTION. 1. ALL MASONRY WALLS SHALL HAVE CELLS REINFORCED AND DOWELED INTO FOUNDATION AS NOTED ON THE DRAWINGS. ALL MASONRY BELOW GRADE SHALL BE GROUTED SOLID. 2. REINFORCED CELLS WITH GROUT SHALL BE CONTINUOUS FROM FOUNDATION TO THE TOP OF THE WALL. 3. FILL REINFORCED CELLS WITH MECHANCIALLY MIXED GROUT (2,500 PSI MIN.). A. GROUT SHALL CONFORM TO ASTM C-476 (PROPORTION SPECIFICATION). B. GROUT SHALL BE MIXED FOR AT LEAST 5 MINUTES IN MECHANICAL MIXER AND PLACED WITHIN 1 1/2 HOURS FROM THE INITIAL INTRODUCTION OF WATER AND PRIOR TO INTIAL SET. C. BETWEEN GROUT POURS, A HORIZONTAL CONSTRUCTION JOINT SHALL BE FORMED BY STOPPING ALL CMU AT THE SAME ELEVATION AND WITH THE GROUT STOPPING A MINIMUM OF 1 1/2" BELOW A MORTAR JOINT, EXCEPT AT THE TOP OF THE WALL. WHERE BOND BEAMS OCCUR, THE GROUT POUR SHALL BE STOPPED A MINIMUM OF 1/2" BELOW THE TOP OF THE MASONRY. D. CMU WALLS SHALL BE CONSTRUCTED USING LOW -LIFT GROUTING (5'-0" MAX. POUR HEIGHTS). E. ALL EXTERIOR WALLS AND INTERIOR SHEAR WALLS ARE MARKED ON THE PLANS AS (SW). SEE SCHEDULE ON THIS SHEET FOR REINFORCEMENT. 4. ALL CONCRETE MASONRY SHALL HAVE A MINIMUM NET AREA COMPRESSIVE STRENGTH (f m) OF 1500 PSI. (MSJC S1.46.26 TABLE 2). 5. MORTAR SHALL BE TYPE S-(ASTM 270 TABLE 1 MORTAR PROPORTION SPECIFICATION REQUIREMENTS). A. THICKNESS OF BED JOINTS SHALL BE 3/8" EXCEPT THAT THE THICKNESS OF THE BED JOINT OF THE STARTING COURSE PLACED OVER FOUNDATIONS SHALL NOT BE LESS THAN 1/4" AND NOT MORE THAT 3/4". B. MORTAR SHALL BE MIXED UNTIL MIXTURE IS UNIFORM THOUGHOUT. C. UNUSED MORTAR SHALL BE DISCARDED WITHIN 21/2 HOURS AFTER INITIAL MIXING. 6. ALL MASONRY UNITS SHALL CONFORM TO ASTM C-90 AND HAVE A NET AREA COMPRESSIVE STRENGTH OF CONCRETE MASONRY UNITS EQUAL TO 1900 PSI (MSJC S1.46.213 TABLE 2) A. ALL WALLS SHALL BE CONSTRUCTED USING RUNNING BOND (U.N.0). 7. REINFORCING STEEL SHALL CONFORM TO ASTM A615-GRADE 60. FOR WELDED REINFORCING USE ASTM A706-GRADE 60. 8. ALL MASONRY WALLS SHALL HAVE STANDARD HORIZONTAL (9 GA.) LADDER TYPE REINFORCING @ 16" o.c. JOINT REINFORCEMENT SHALL CONFORM TO ASTM A951. 9. COORDINATE REQUIRED TYPE, SIZE, GAUGE, AND SPACING OF STEEL ANCHORS FOR ATTACHMENT OF MASONRY VENEER WITH ARCH. DRAWINGS. 10. CONTROL JOINTS IN CONCRETE MASONRY SHALL HAVE A MAXIMUM SPACING OF 25'-0" o.c. (UNO). COORDINATE THE LOCATION OF BRICK EXPANSION JOINTS WITH ARCH. DWGS. 11. SLEEVE ALL PLUMBING OR FIRE PROTECTION PIPING THRU CMU WALLS. 12. REINFORCING BARS FOR VERTICAL FILLED CELLS SHALL BE LAPPED ACCORDING TO MASONRY LAP LENTH TABLE 1, SEE THIS SHEET. 13. COORDINATE EXACT LOCATION AND EXTENT OF ALL OPENINGS IN MASONRY WALLS WITH ARCH. DRAWINGS. 14. MINIMUM MASONRY COVER FOR REINFORCING STEEL: A. MASONRY EXPOSED TO WEATHER OR EARTH: 2" FOR BARS LARGER THAN #5 11/2" FOR #5 AND SMALLER BARS B. MASONRY NOT EXPOSED TO WEATHER OF EARTH: 11/2" REINFORCED CONCRETE NOTES: 1. STRUCTURAL MEMBERS OF REINFORCED CONCRETE SHALL BE CONSTRUCTED IN ACCORDANCE WITH AC1318. 2. ALL CONCRETE SHALL HAVE A SLUMP OF 4" (+/-1") AND A MINIMUM 28 DAY COMPRESSIVE STRENGTH: A. FOOTINGS: 3000 PSI (0.50 MAXIMUM WATER/CEMENT RATIO). B. WALLS: 3000 PSI (0.50 MAXIMUM WATER/CEMENT RATIO). C. SLAB ON GRADE: 3000 PSI (540 LBS/CUBIC YARD MINIMUM CEMENTITIOUS MATERIAL) (0.50 MAXIMUM WATER/CEMENT RATIO). 3. ALL STEEL REINFORCEMENT SHALL BE ASTM 615-GRADE 60. ALL WELDED STEEL REINFORCEMENT SHALL BE ASTM A706-GRADE 60. WELDED WIRE REINFORCEMNET SHALL BE ASTM A185. ALL WELDED REINFORCEMENT SHALL BE IN ACCORDANCE WITH AWS D1.4. 4. MINIMUM CONCRETE COVER FOR REINFORCING STEEL: (UNO) A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3" B. CONCRETE EXPOSED TO EARTH AND WEATHER: #5 REBAR AND SMALLER: 1 1/2" #6 REBAR AND LARGER: 2" C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH EARTH. SLABS, WALLS, AND JOISTS: #14 OR #18 REBARS: 1 1/2" #11 REBAR AND SMALLER: 3/4" BEAMS AND COLUMNS: 1 1/2" 5. UNLESS NOTED OTHERWISE, CAST IN PLACE CONCRETE SHALL HAVE THE FOLLOWING STEEL ADDED AROUND ALL OPENINGS: 245 (LENGTH OF OPENING+ 48") ALONG EACH SIDE OF OPENING AND TWO (2)-#5x5'-O" DIAGONALLY AT EACH CORNER. 6. ALL CONCRETE COMPRESSIVE STRENGTH TESTS SHALL BE AVAILABLE AT JOB SITE. 7. ALL LAP SPLICE LENGTHS SHALL BE AS SHOWN IN TABLE 2 THIS SHEET 0.6h.0.6h t CD O - -{ t -o U I c: l) ROOF PRESSURE ZONES WALL PRESSURE ZONESo.sn COMPONENT AND AREA (SF) CLADDING (MAIN ROOF) REMARKS ZONE ZONE 1' MAX (+) (PSF) MAX (-) (PSF) -34.2 10 100 +16.0 +16.0 +16.0 -34.2 -59.6 ZONE 1 10 100 +16.0 -46.5 10 +16.0 -78.5 ZONE 2 -. 100 +16.0 -61.8 10 +16.0 -107.1 ZONE 3 - ---- 100 +16.0 -73.5 COMPONENT AND CLADDING (WALLS) AREA MAX (+) MAX (-) ZONE REMARKS (SF) (PSF) (PSF) 10 +37.4 -40.5 ZONE 4-- 100 +31.8 -35.0 10 +37.4 -50.0 ZONE5 - -_-_ 100 +31.8 -38.9 WIND TABLE NOTES: 1. LOADS BASED ON ASCE 7-16 2. 0.6h=22 FT REINFORCED CONCRETE TENSION LAP SPLICE LENGTHS TABLE 2 (INCHES) BAR SIZE f c=3000 PSI f c=4000 PSI #3 25 21.3 #4 33 29 #5 41 36 #6 49 43 #7 72 62 DRAWING INDEX - Sheet Number --- -- . .. Sheet Name SO.1 GENERAL NOTES & SCHEDULES S1.1 FOUNDATION PLAN S2.1 SECOND FLOOR FRAMING PLAN ..... _._. S2.2 - - - THIRD FLOOR FRAMING PLAN S2.3 ROOF FRAMING PLAN LIST OF ABBREVIATIONS FOB: FACE OF BRICK LO: LOW CONDITION FOA: FACE OF ANGLE HI: HIGH CONDITION FOS: FACE OF STUD TOW: TOP OF WALL TOB: TOP OF BEAM SDS: SELF DRILLING SCREW BOC: BOTTOM OF CHANNEL FOC: FACE OF CHANNEL T&B: TOP AND BOTTOM TOR TOP OF FOOTING TOA: TOP OF ANGLE SIM: SIMILAR CONDITION BOA: BOTTOM OF ANGLE W.P.: WORKING POINT LLV: LONG LEG VERTICAL UNO.: UNLESS NOTED OTHERWISE LLH: LONG LEG HORIZONTAL B.P.: BASE PLATE SW: MASONRY SHEAR WALL PAF: POWER ACTUATED FASTENERS TOS: TOP OF SLAB S.F: STEP FOOTING T/COL: TOP OF COLUMN B/COL: BOTTOM OF COLUMN FOT: FACE OF TUBE S2.4 S3.1 S4.1 S4.2 S4.3 S4.4 S5.1 OFFICE FOUNDATION & FRAMING PLANS FOUNDATION DETAILS FRAMING DETAILS FRAMING DETAILS FRAMING DETAILS MASONRY DETAILS & SECTIONS SCHEDULE OF SPECIAL INSPECTIONS LIGHT -GAUGE CEE MEMBER SCHEDULE (MINIMUM PROPERTIES) 1,2 B MEMBER D B d t AREA Ix MOMENT ly MOMENT DESIGNATION (IN.) (IN.) (IN.) GAUG (IN.) (IN.-2) OF INERTIA OF INERTIA o = 4C2xO70 4" 2" 0.799 14 0.07 0.626 1.564 0.371 10 x_____ -- x 4C2xO59 4" 2" 0.773 16 0.059 0.527 1.331 0.314 4C2.5x105 4" 2.5" 0.884 12 0.105 1.043 2.676 0.938 4C2.5xO70 4" 2.5" 0.799 14 0.07 0.696 1.835 0.630 t- -- ------ _ --- .. - - - -- y 4C2.5xO59 4" 2.5" 0.773 16 0.059 0.586 1.560 0.533 4C3.5x105 4" 3.5" 0.884 12 0.105 1.253 3.473 2.112 4C3.5xO70 4" 3.5" 0.799 14 0.07 0.836 2.375 1.414 4C3.5xO59 4" 3.5" 0.773 16 0.059 0_ 704 2.018 1.193 4C4xO70 4" 4" 0.8 14 0.07 0.906 2.646 1.957 6C2.5xO70 6" 2.5" 0.799 14 0.07 0.836 4.687 0.729 6C2.5xO59 6" 2.5" 0.773 16 0.059 0.704 3.971 0.616 6C3x105 6" 3" 0.884 12 0.105 1.358 7.821 1.690 6C3xO70 6" 3" 0.799 14 0.07 0.906 5.302 1.130 6C3xO59 6" 3" 0.773 16 0.059 0.763 4.492 0.953 8C2x105 8" 2" 0.884 12 0.105 1.358 12.012 0.697 8C2xO70 8" 2" 0.799 14 0.07 0.906 8.109 0.468 8C2xO59 8" 2" 0.773 16 0.059 0.763 6.861 0.395 8C2.5x105 8" 2.5" 0.884 12 0.105 1.463 13.649 1.196 8C2.5xO70 8" 2.5" 0.799 14 0.07 0.976 9.210 0.800 8C2.5xO59 8" 2.5" 0.773 16 0.059 0.822 7.791 0.675 1OC2x105 10" 2" 0.884 12 0.105 1.568 20.745 0.741 1OC2xO70 10" 2" 0.799 14 0.07 1.046 13.598 0.497 1OC2xO59 10" 2" 0.773 16 0.059 0.881 11.798 0.419 1OC2.5x105 10" 2.5" 0.884 12 0.105 1.673 23316 1.277 1OC2.5xO70 10" 2.5" 0.799 14 0.07 1.116 15.684 0.853 1OC2.5xO59 10" 2.5" 0.773 16 0.059 0.940 13.256 0.719 1OC3x105 10" 3" 0.884 12 0.105 1.778 25.886 1.995 1OC3xO70 10" 3" 0.799 14 0.07 1.186 17.410 1.330 1OC3.5x105 10" 3.5" 0.884 12 0.105 1.883 28.456 2.912 1OC3.5xO70 10" 3.5" 0.799 14 0.07 1.256 19.135 1.939 12C2.5x105 12" 2.5" 0.884 12 0.105 1.883 36.329 1.340 12C2.5xO70 12" 2.5" 0.799 14 0.07 1.256 24.390 0.894 12C3x105 12" 3" 0.884 12 0.105 1.988 40.043 2.099 12C3xO70 12" 3" 0.799 14 0.07 1.326 26.880 1.398 12C3.5x105 12" 3.5" 0.884 12 0.105 2.093 43.758 3.071 12C4x105 12" 4" 0.884 12 0.105 2.198 47.472 4.275 -- - - -- - NOTES: 1. PRIMED STEEL MEMBERS SHALL MEET THE PHYSICAL AND CHEMICAL PROPERTIES OF ASTM A 1011. GRADE 55. 2. ZINC -COATED (GALVANIZED) MEMBERS MEET THE PHYSICAL AND CHEMICAL OF ASTM A 653, GRADE 55 AND G60 COATING DESIGNATION AS DESCRIBED IN ASTM A 924. MASONRY LINTEL SCHEDULE 0'- 2 7/8"- 0'- 3 1/2" 0'- 3 7/8" 0'- 3 1/2" 1611 4 16" X. MQ 81' - O/1 `. , r. - .. ,7 811 OPENING WIDTH 1211 811 12" MINIMUM MAXIMUM LEDGE ANGLE 8" CMU 12" CMU 8" CMU 12" CMU - 31-411 L3 1/2 x 3 1/2 x 1/4 2 - #4 2 - #4 - - 3'-4" 51-4" L3 1/2 x 3 1/2 x 1/4 2 - #5 2 - #5 - - 51-411 7'-4" L5 x 3 1/2 x 1/4 - - 4- #5 4 - #5 71-411 10'-011 L6 x 4 x 3/8 - - 4-#6 4 - #6 10'-0" 13'-0" L7 x 4 x 3/11 - - - - 1. EXTEND BOND BEAM REINFORCING 24" or 40 Db BEYOND THE EXTENTS OF THE OPENING. VERTICAL REINFORCING AT THE SIDES OF THE OPENING SHALL BE CONTINUOUS THROUGH THE BOND BEAM. PROVIDE KNOCK OUTS IN THE BOTTOM OF THE BOND BEAM BLOCK AS REQUIRED TO ALLOW REINFORCING TO PASS THROUGH. 2. SEE DETAIL 7/S4.4 FOR ADDITIONAL REINFORCING AT OPENINGS. 3. PROVIDE 8" BEARING FOR STEEL ANGLE LINTELS AT EACH END. � I I I , � I Keystone Structural Engineering Residential & 0xi-nner6al Professional Consultants 531 Roselane Street Suite 150 Marietta, GA 30060 (404) 483-6921 GENSF �No. 721V ` • +�O OATEOF ; t0Fi1dP'G���, REVISIONS PROJECT Broward Development Climate Controlled Storage ADDRESS 6923 Gall Boulevard Zephyrhills, FL 33542 CLIENT Broward Management, LLC ADDRESS 1126 South Federal Highway #375 Fort Lauderdale, FL 33316 SHEET TITLE GENERAL NOTES & SCHEDULES Date: 01 /20/2022 PROJECT NUMBER 21262 SHEET NUMBER S001 (2- Foundat�on�Pan P, D OD 0 z a U rA� a N a.N O �I N V Cl) J N i a cr, F4 C-2 I BP-1 T/FTG.1= -2'- 0" Structural Foundation Schedule Type Mark Footing Dimensions Reinforcing F4 41-0"x4'-0"x1'-0" (4) #5's EACH WAY F-7 T-0"x7'-0"xl'-6" (5) #5's EACH WAY TOP & BOTTOM Structural Column Schedule Type Mark Type Type Comments C-1 _HSS4X4X1/4 C-2 HSS6X6X1 /4 C-3 HSS8X8X1 /4 MASONRY WALL REINFORCING NOTES: 1. SEE PLAN FOR REQUIRED VERTICAL REINFORCING. 2. LOCATE REINFORCING IN CENTER OF WALL AND GROUT SOLID 3. HORIZONTAL JOINT REINFORCING SHALL BE HOT DIPPED GALVANIZED REINFORCING WITH (2) 9 GA. RODS AND 9 GA. CROSS WIRES AT 16" O.C. IN ALL EXTERIOR WALLS. 4. INTERIOR WALL HORIZONTAL JOINT REINFORCING SHALL BE (2) 9 GA. WIRE RODS & 9 GA. CROSS WIRES AT 16" ox 5. ADDITIONAL VERTICAL REINFORCING REQUIRED AT: (COORD. WITH DETAIL 7/S4.4) -EACH SIDE OF OPENINGS. -WALL INTERSECTIONS. -ENDS OF WALLS. -EACH SIDE OF CONTROL JOINTS (COORD W/ ARCH). -PILASTERS AS DETAILED. -AS NOTED AND DETAILED ON DRAWINGS. 6. PROVIDE BOND BEAMS: (COORD. WITH DETAIL7/S4.4) -BOTTOM AND TOP OF OPENINGS. -JOIST AND DECK BEARING (CONTINUOUS). -TOP COURSE OF MASONRY WALLS. -AS NOTED AND DETAILED ON DRAWINGS. -PROVIDE CORNER BARS AT ALL BOND BEAM INTERSECTIONS 1� 8. PROVIDE CORNER BARS AT ALL BOND BEAMS. 9. FILL ALL MASONRY CELLS BELOW FINISHED FLOOR. WHERE GRADE IS ABOVE FINISHED FLOOR, FILL ALL CELLS BELOW GRADE. FILL MATERIAL SHALL BE 2000 PSI (MIN) GROUT. 10. ALL MASONRY STRUCTURES SHALL BE REINFORCED WITH #5 BARS VERTICAL AT 16" O.C. MAX. IN CENTER OF GROUT FILLED CELLS. 11. PROVIDE A 8" WIDE x 16" DEEP BOND BEAM w/ HOLES PROVIDED SO THAT THE VERTICAL REINF. MAY PASS CONTINUOUSLY THROUGH. REINFORCED w/ (2) #5 CONT. AROUND THE ENTIRE PERIMETER OF EACH MASONRY STRUCTURES. TOP OF BOND BEAM ELEVATIONS OF 11' - 8", ROOF LEVEL AND TOP OF WALL. 1 I I , I , Keystone Structural Engineering Residential & Cc-mnlnere'al Professional Ccn%dtai: 531 Roselane Street Suite 150 Marietta, GA 30060 (404) 483-6921 QR R No. 721 J IAA ATE OF I NAL�;��`� �l IIII REVISIONS 08-17-2022 REVISION #3 2�12-19-2022 REVISION #5 PROJECT Broward Development Climate Controlled Storage ADDRESS 6923 Gall Boulevard Zephyrhills, FL 33542 CLIENT Broward Management, LLC ADDRESS 1126 South Federal Highway #375 Fort Lauderdale, FL 33316 SHEET TITLE FOUNDATION PLAN Date: 01 /20/2022 PROJECT NUMBER 21262 SHEET NUMBER Simi bfW CK-C-- - 0 0 a b I C�-t- - - �1 CJ 3) �4) �7.2) C8) ) 0) �1) �12� C13� 61,4 ) �15 16 �17) �18) �9) C2� �1) 22) �3 C24) .. 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N -� I SW-2 � N Iw N N ---- 4,NOTE #5 k� w - ---- -_ TYF?.-------' - - - -----_...._ - __- ---- - --..6CS2-5xo-- M_ _..___ . _ _ - __. _. .. - .. _. .... _ 5X-07 0 - - - - _ - - - - - - o o a� G -------- - -- - - - - - - a.. - a o Q r- n ti n r r- ti r. ►� i• - t� r- r, o 0 0 Al 5 07 0 - 2 S2.1 F4 CS2.5x07O o 0 o O o o p o 0 0 0 Co o a o 0 0 0 0 0 0 0 0 0 0 _ o o o 0 0 0 0 0 0 o a o x1 IN x X X x x X 5c x x Yc x x' x x x x x x x x x x x x x x x x x x x x x x x x x x x x x !� _ In In lLi lf7 L() Ln l(i Lf7 1:i LA - In In - lA LL: In lt7 In In U, LA 1p LCi L(i LA N lA ttl ui un O to to Lii to Ui to Ln Ln i l . In X N f �'� �" N N N N N N N N CV N N N N N N N (V N N N CV (V N _ N N N N N CV N i N N N N N N CV CV (D fn (n W (n W W & (n (o (0 Cn !n to W Cl) W fn (o W U) W � fn fn fA W (n (n Cn (n (0 (n (o CA _- ._. _. W W 2 6CS2.5x059U U U U U U U U U U U U U c U U U U U U U U U U U U U I. v - - v U- v� U. I v. 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I, cfl I T ( m 6CS2.5x07( I 1 CS2.5X07 _ _ _ .. ._ - �s-r,� -o -- - a- N LL O S 2 CS2.5x07, -- -a D A - S2.5x07 2'-6'2'-6'2'-6'2'-6'2'-67-8 5'-2" 2'-2'2'-8" w w I w, w I w �, ,y, � � � �' E' w � w I I I - NOTE #4 w w I 10 -- (TYP.) r SW-1 i (TYP.)� 6CS2.5X07( - j r _ �CS2.5470: _ -�- - �--- a-�1- C tom.- CS2.5xO70 r• i` - >` ^ ti N0 C) Ln ,�, - o x x x x x x x x x x - x x x x x x x o xx x x x x x ~ x x x x x x x x x x x x Lx p' O O O O O O O O Gp O O O O O O O O O O O O O O O cNi IN IN IN IN IN N 04N _ N N N N N N N N N N N N N N N N _ t) NOTE #5 In lA In Ln .9 LO In lx .`�i1N 10 19 19 l±i LA Ll7 LQ Lii LLi� LA LA In LP lli L(;t Lii LA LA � LCl LIB i "i LA IA Lfi X cn cn (n N (n (n "' f ��_ U) � U U U U U U In U U U U U v (� U U U U (� U -U U U U U U -- (TYP.) --� U U U U U U U U U U U - - _.. ------ _._ 9 10 U - - - - - - _- N cQ <O m u� 42 - --- -. _ - -_ -- 11 - -- -. - 0 m - - - cts- cc> cc> o cfl m 0 ' t€s 0 co us _ -�-- Cl0 0 0 � T - 54.1 - S4.4 I N I I -- - I - I h I I I co I r I III I S4.1 � N ' \\ `� `� O O 7. NOTE #5 I I I N _ �CS2.5xl I - -� ---._ - --- --- ('----- - - --- w ---w---N :w. ----w -- lip --- -�+ -- w- w- +� _ E_CS25x070 > w-- w -+, w W - = N I o N I' L co C_J 12 - - C. `� 1" d� I NOTE #4 I 2,, I� ii _ . NOTE #4 I,I 54.4 I I I (n I I I Cn 'I c , gyp.) (Q >,I I I (n I , co I � (TYP.) M zo L_- - 12 l ,,v v : '. � '� ,v r, v u , (V N ,p 'iJ (�� _.`'.-% �`'✓.'�,._./--\:,Ct✓ c+ 'v N (V ," S4. 4 1 _ Its - l l-= A I I I I I I I I I I I I I I I I I I I I I I I I I I I 10 10 I I I I I I I I I I I I S41 I I I I I I I S41 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 15'-3" 10'-6" 10'-01. 10'-0" 8'-3" 1'-3" 10'-6" 1'-3" 8'-91 10'-0" 10'-0" 10'-0.. 10'-0" 10'-01, 10'-0" 10'-0" 10'-0" 10'-01, 10'-0" 9'-6" 10'-6" 10'-0" 10'-0" 10'-0" 10'-0 Oil Jill If I 245' -10" CSC C2) C_3) 4) 5) (5.8) C6 J C�� `J C8� C9 �� �� 11 (12 13) (14� �16� �1� (19� �20) �1) C22� �23) 2� � Second Floor Framing Plan 1. CONCRETE FLOOR SLAB TO BE: 51/2" TOTAL 3,000 PSI CONCRETE SLAB W/ 6"x6" W1.4xW1.4 WWF AND 3", 20 GAUGE CD COMPOSITE DECK (OR EQUAL) W/ #12 TEK SCREWS IN 36/4 PATTERN & (4) #10 TEK SCREWS AT SIDELAPS, TYPICAL, 50 KSI = Fy 1 /8" = 1'-0" 2. (2) 8CS2.5xO70 HEADER (SEE HEADER CONNECTION SCHEDULE) 3. (2) 10CS2.5x105 HEADER (SEE HEADER CONNECTION SCHEDULE). 4. 4CS2.5xO70 "CEE" TYPE METAL STUDS @ 30" O.C. AT ALL INTERIOR BEARING WALL (BELOW), TYPICAL. _ 5. (2) 4CS2.5xO70 DOUBLE STUDS (BACK TO BACK) AT ALL INTERIOR BEAM ENDS, (BELOW), U.N.O. 6. ALL INTERIOR DOORS AND NON -BEARING PARTITION WALLS BY OTHERS, TYP. 7. USE 6CS2.5xO59 GAUGE "C" TYPE METAL STUDS AT 16" O.C. AT ALL EXTERIOR WALLS BELOW, (TYP). PROVIDE DOUBLE FULL HEIGHT STUD AT EACH AT ALL WALL OPENINGS. 8. (2) 4CS2.5xl05 DOUBLE STUDS (BACK TO BACK) AT EACH ROLL -UP DOOR JAMB, (BELOW), U.N.O. 9. (2) 1 OCS2.5xl05 BOX HEADER w/ 4T3.0-105 TOP AND BOTTOM TRACK WITH (3) 4CS2.5xO59 STUDS EACH SIDE OF OPENING. 10. PROVIDE ELEVATOR RAIL ATTACHMENT AT EACH FLOOR LEVEL (CAST INTO FLOOR SLAB) TYPICAL. 11. TRANSVERSE NON -LOAD BEARING SHEAR WALLS SHALL BE 4CS2.5xO59 "C" TYPE METAL STUDS @ 7-6" o.c. TYPICAL 12. USE 6CS2.5x059 GAUGE "C" TYPE METAL STUDS AT 16" O.C. AT ALL EXTERIOR WALLS BELOW. PROVIDE DOUBLE FULL HEIGHT STUD AT EACH AT ALL WALL OPENINGS 13. (2) 8CS2.OxO70 BOX HEADER w/ 6T3.OxO70 TOP AND BOTTOM TRACK WITH (2) 6CS2.5x059 STUDS EACH SIDE OF OPENING IMPACT DRIVERS ARE NOT ALLOWED FOR ALL METAL STUD SCREW INSTALLATIONS USE SREWS GUNS WITH TORQUE SETTINGS CALIBRATED TO SCREW MANUFACTURERS SPECIFICATIONS TWO POUR MINIMUM PER EACH ELEVATED FLOOR SLAB LEVEL DO NOT PLACE OR OPERATE RIDING TROWELS ON FRAMED FLOORS. a , a Keystone Structural Engineering Residen ial & Commercial Prc)tL-,*iIi Cc�rarAs 531 Roselane Street Suite 150 Marietta, GA 30060 (404) 483-6921 F �R �. `���,•��GENg�• I` v No. 721 i•O: ATE OF dil LS� C� N A � REVISIONS 12-19-2022 REVISION #5 PROJECT Broward Development Climate Controlled Storage ADDRESS 6923 Gall Boulevard Zephyrhills, FL 33542 CLIENT Broward Management, LLC ADDRESS 1126 South Federal Highway #375 Fort Lauderdale, FL 33316 SHEET TITLE SECOND FLOOR FRAMING PLAN Date: 01 /20/2022 PROJECT NUMBER 21262 SHEET NUMBER 5_8 (6 (7) (7.2� (8) � I 1I 1I II I I 1I f 1I 1I (1I ) 1I ) (I T3) (I� \1 J �C1 � � (1 �) 1 � 2I5 , �) �2 245 - 10"� I I 1 I I I I I I I I I I I 11 I I 14 4 I S4.3 1 -3" 5'-3" 6'-6" 1 I 5'-3" 5'-3" - �SS&&1/4" -9 OUTRIGGERS �I 10 10 I S4.1 HSS6x6x1/4" OUTRIGGERS g 54.1 (14' - 7") & (20' - 4") I - 1 i S4.1 (14' - 7") & (20'- 4') I - .4 1 1 1 M rnA SS6X4X1/420 -4 I: HS 6X4X1/4 20'- 4" 12 i' c I I I 1 I I ! 1 I I _ I I S4 4 N mm M c? _. _._ 54.4 E 1 p 1` I4 41 1 q I I� R' tp 4' 4i q� I4i N ' 41 W I 12 -- ' � M -ZD I' �1 iv NOTE #4A,(S4.4 N NOTE #4 S4.4 m 6CS2.5x070 _ { 1 •; t°(TYP.)- - - - -- - -- - - - - -- - - --. _ - - 1 N _Y CS2.5x07till0 v� ��1 to �1 - i I'. I�F1 � .� I Ica '.. I- :I l - '. II 1: _ 'I - w S4.4 p �, 11 I� 1, b o I'' -- I 1 f 1 ' I �. - N `, sa.4 O I. I I r f0 (D I CV I U) I11 CD I Y_✓ \ T T T T 7 L-.. NOTE #5 NOTE #8 - -- - _ .- _ - --- - - - (TYP.) (TYP.) CS2.5x070 I - - - I - - - - - -- _ - _ '- - - - - . -- - - - �H - - _ _ _ . �s-� - - _ - - - -- - - _ - - e, _cam fl __ o tom- -- _ - s3 a __4 £? GT _ E, - - T _ t� t� i� h- h liZZCD a0 tom. h h 0 0 N m SW-1 CS2.5x070 Q a o 0 0 0 0 0 0 0Qxn �n i CD uxi � i uxi �n � �n ux, `i N u In �n ►x �n � i � uxi � � � i � i uxi �i � �r �c ►c � a 0 U? u� r� to %n ' N N N N N N IN N N t It N N N N N N N N N N N N N N N N _ N N N N N N N CV _ N N N N N N N N O L io 1 0 U) (n U) U) co co U co co co to co co co co co co co co W U) co W cn :L co W co co W W W U � co co co W cn co co co N N N N -.--._. U U U U U U U U U U U U U U U U U U U U U U U U U - U U U U U U U U U- - cn 04 . -- - - -._.. _.. - � - - O - - - _ _. - - _` - N - -tom SU _: CO .. - - - - - - -- _ _ SO _ - _ �Ci2 : CSZ., - - - S@'- - - �Q <f�_- - - _ ._ . CO �4 -- - - - - T SO _ S4.1 _ -- i - - 1 __ I � cfl tt� ti71. _ t� �.-r co o o - ....: o - .;.I I:,. °I 1 :'I I I'. I -1 J I I '..1"1 ,iI O - �' _' NOTE #5 W NOTE #8 �CS2.5470 NOTE #8 NOTE #8 ' �' (TYP.)I ;n O r (TYP.)- - - - - - -- - - - - R c a+ - 1 1 i �-u- _ r; u to v _ ?T g- -+� --�- $- a�s� ' }- - W - F7 � 5C52. x07- -t UJ a CS2.5x070 I m r� �- G� I - NOTE #4 I 1 I (I' - . I Sp TYP. I,, 0 J J 10 0 I � <n I II I I ( Z ' ( N N I' 4+ N N �1 N - - I 4`� N-- O -' I �' -' va .I VJ sa.1 I: O I 1 I - I O UO O I' J `' i. Yi y -Yr .� ' Y✓ ,Y_ l ✓ V r W ✓`� 1 Y �� _r �, 1 ✓ r e- N -- C/mow i� s-' r i i' i ✓ i- r- �- NOTE 148`�- - CK) C�_4) J NOTE #8 cD r CS2.5xO70 I SW. 1 o I - Z - - -SW-1 - - - - - 6 2.5x07- - - - - - - - - -- r - ___ - -- - ---_-.._—-... ---- (I _��,- - �, 1 � - •.�._�-�� �...-Ty-�P.)--. w -I� _ w -` w � ' w; � L._. 2.5x07 \-- CS2.5xO70 _ H I �1 I I m - NOTE #8 I I''1 to I to O O 1P N. -- I I I O(TYP.)4 �j q1 41 �^I d� �1 d�' N `n o r C? 1 U) I e r ;{ in Il _ e� 2 ,� V ✓ fQ ✓ �. y ✓ - l t�rl -w-l ✓ YJ ✓ M 12 I SW-1 N 17) I I N 6 r'I� i N ' N �� �. N N _._ -- ..._N I N N N) cam -BID -- T T- --- - T S4.1 ---- - U I ;, is NOTE #4 v Q V Q cp I �_ �1 ' cv •- •- w NOTE #8 - m f l I _ CS2.5x07d TYP. - 5 7 ( ) 6 2 x0 H S� j ��- tea- ? U N �� s - -- - -N- - -- - - - yl - 5x07 _ m SW-1 CS2.5x07 NOTE > a N_ 2 0 Q I,I _� I NOTE #8 II 1',I _ W I �II CO fir. VI._%� HSS6x6x1/4" (, `f IT T - I '� (T 1 T T a, OUTRIGGERS (TYP.) c„ Ns,-(TYP.) N N N. 1 (14- - 7") l:, IJ ) 1 ` �� III I LI .- 1 (il N' I I I I I I,I I I I - BID ' n r ti & (20 4) I - / / ti T / (G.2 (G.2) I Imo% I 4, I w 41 91 9 4, 4, � q+ µ, Ifi1 (V N 41 q1 141 4!'IH1 41 � � \ _ NOTE #5 - - - .__ _ - _ - - - - - -- - - -- - - - - ---- - - - ... ----- - -- - -o C�2.3z070 - -� - - - - - -- 1 /� r. r� t� t� r. t� r� r. t� ti -. - F - - . t� rM - r� r� r. r� t. 1. n i� n r . n c� CS2.5xO70 0 0 0 0 0 0 o O o o O o o O o o O o o Q o o O _ o 0 0 0 o O o Q o 0 0 o a o 0 0 6CS2.5x071 N `O x x x x x x �c �c x �c X x x x x x x x x x x x x x x x x x x x x x x x x x x I O O lli In Cn Cn to to to Cn to O to to to 1fi Cn Cn 4ii to N � Cn Cn � to Cn to Cn O Cn � U? CD N N N N N N N N N N N N N N N N N N N N N N cV CV N N N N N N N N N N N N N N N CV JJ I'� 11 cn cn cn U U U U U U U U U U U U' U U U U U U `_" U U - U co U U U -v U.I U- _.-U _ 0-1 U U, v U U U - 1- -. I�` I I - :- a _ - - 1- I - ((�� - .I I - - l - - -_ { 1 - I - O dD N tU - : - co 10 CA fiU LO CD CD tit t0 II CD tD tp _ O tb tD tt) O O CD O '':H _ _.. �'H Cfl Cp CD ',H CD EI3 - - H . H H H: H . H H . H �H I I I I II 11 - 54.4 11 2 ` �i H - I I 0 NOTE #5 1 Sa.3 io -�G - - I -I , \✓ \ ✓✓ I✓ �✓ 1 f-�r 11'� .✓ems 1 1- 1.✓ 1 Y-r Y�I U I I N (TYP.) L \ 1 6CS2.547 CS2.5x 70 ----- 10 CS2.5X t)SW-1 6CS2.5x07 `--� i- - \ - I �', � I 1 SW 1 II I: d I�. $W-1 I _' I 'I 'I F I I SW-1 1 _ - - o _ I I I,{, N . 41 (TYP.) 41 Iw w' _ -2' 1 12" ' ' ' S4.4 ' w w w w, I U) w w w U) w w w w w1 2 6 1 /2 5' 2" I 2' 8 1 /2" - � 2' - 6 2 -2 - 3 1 /2 C2.? __ I I i..: �-✓\,_-\_✓ .r y--f l,`' l,.✓ S4.4 d1 �b 1 r� NOTE #5 Id1 N - _ _ - N N TYP. ' _ ' CS2.5xO7 l I I I I 15C 5x 0' C° - --- - ----- - SW-1 - _ L_ _ I 1 -- --- -- - - --- --- - - a o fl - - - - _ _ - - - - b __. - - _` - a _ --_ _� -:�. h -�+-- t� � ►� tom. ti _ C 5x0 f^f��o o Q a o 0 0 0 O o 0 0 o a o o c5 0 0 0 0 o O o O o o 0 0 0 - �n �r �n �n ► �n �c �n �xn �n N �n �c �n uxi uxi uxi �n �n ux, �xn ux� �n �i �i I NOTE #5 NOTE #4 cNiN-DI N lI ' 1II - C14 C-14 co HI Umn C_N N (TYP.) `D U) co co U co U) U) U) cn U U) co U to co U) co U) co Uco U m EDU �U U U U U U U 0 U U U U U U UUU U U U to COcDco . co <3C© � �N CocDcP o (TYP.) NOTE #5 NOTE#4 NOE 5 (TYP.) (Tm I 6CS2.5x07 CS2.5xO7 (TY.) a N 6CS2.5xO702.507 US -1 7 II - - - - - -- ' r ' ' ' ' ' I �� _-���,-yr ��5 .+.. �.. - -� _.ter ..�� -�- -�. N - -..-. r jr -4, 10 1 1 '2'- 62 -62 -62 -62 -62 -8 5 -2 2 -22 -8 w w 41I^ - "'!+1 - c0 NOTE#4 a 10 __.I I I d1 I d1 I1 iv I (TYP.) p $4.1 q1 141 41 I 9'. I Cp "`,�% I I I11 - 1 N - 6CS2.5x070' CS2.5x070 - - 6 - _ _ -- --- --- _ - -- - _ - - - - - - - -- -- _ _ ..., -_ -- - _. _--ner,�.-_-- _oa�a_.--.-- -- QIi� -- ---- -- - - - - ---- -- -_--_ _ - -__ e?_o _ ©a>o -:- ono _ ota,-- - ©t� - -�. --�-_ � �i' �a� C-'4�>�- E� -_ . - :.,_,. Q"_"_' - _ _ . , .�_�y_ .Q.: � ..H� 'H3�� O-IH'_'O _._ O � IQ . _ _ - _ _ _ : _ __ _�_ _ _.. _ C C� �CS2.5470 X X x X X X X X X x x x x x x uxi u N uxi uxi �n ox O O O O O O O O O O O O O O O O O Q O O O O O O O O O O O O O O O O O O O O O �+ � � � u� i u> u� ►n u� u� ,n NOTE #5 W co W CO co cn co - f. 1 U) In cn co W U) CD U) �'n U) co W co co cn cn U U "' U U U U co U U U U U U) co U U co co v N (TYP.) I (D N U U U Ci U U � U U U U U U U U U _ CN.) V - N N N U N N I N N N N N N N N :.. __ - N N _. N. N N N _ N N II iv tD co cfl ca tD i:2 9 _ - - - - - -- -_ :: - - - 3D CO CD CD <D CC) CD CO tU 7 o ccf tD cs� . c� 11 cU - fiD ca m to cD w cD w ( I,I I I � S4.1 I� $4.4 I I I I (V . III� I� .-.r(= (TYP.NOT� #5 6CS2.5xO7p 1 - \ cD _ CS2.5x070': - S4.4 I [- 1 ` NOS E #4 I' `�I "' _ N - NOTE #4 U) !I l % I I LI 1 (�n III - , ) (TYp.) 1 (1)1 1 1 U)I (TYP.) Ns i'K CID to I u o I N CNN 412 I .(D \.B All L I - -' - 1. -r-:- ...,_ _. -.,,.., _ - - I Y 1 1 t I . r f f II� I I 1 1 1 1 _ 2`%� _ / -�= �' \ - �_/ iJ - - �_ __r V1 1 I 1 I � I I I 1 I I I I I I I I I I I I I� I1 I 1 I I 1 1 10 10` I Sa 1 54 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ! I I I I I I I I I I I I I I I I I I I I I I I I 15'-3" 1 10'-6' 10'-011 10'-0" 8'-3" 1'-3" 10'-6" 1'-31' 8'-9" 10'-011 10'-0" 101-01, 10`-0" 10'-0" 1 10'-011 10'-0" 10'-0" 10'-0" 10"-0" 1 9'-6" 10'-6" 1 10'-0" 10'-0" 10'-0" 10`-0" 10'-1" 10 -245' -10"I Of 1 l_- C C� 3) 4) (5) 5.8 (6JJ (�_J (/ 8J �9� 0� C� (�� 3J 4� �5) �166� �17� ��8� ��9� �` ) (121) 22) 23) �24)25 Third Floor Framing Plan 1 /811 = 1'-0" r 1. CONCRETE FLOOR SLAB TO BE: 51/2" TOTAL 3,000 PSI CONCRETE SLAB W/ 6"x6" W1 AxW1.4 WWF AND 3", 20 GAUGE CD j COMPOSITE DECK (OR EQUAL) W/ #12 TEK SCREWS IN 36/4 PATTERN & (4) #10 TEK SCREWS AT SIDELAPS, TYPICAL, 50 KSI = Fy 2. (2) 6CS2.5xO70 HEADER (SEE HEADER CONNECTION SCHEDULE) 3. (2) 10CS2.5x105 HEADER (SEE HEADER CONNECTION SCHEDULE). 4. 4CS2.5xO59 "CEE" TYPE METAL STUDS @ 30" O.C. AT ALL INTERIOR BEARING WALL (BELOW), TYPICAL. A 5. (2) 4CS2.5xO59 DOUBLE STUDS (BACK TO BACK) AT ALL INTERIOR BEAM ENDS, (BELOW), U.N.O. 6. ALL INTERIOR DOORS AND NON -BEARING PARTITION WALLS BY OTHERS, TYP. 7. USE 6CS2.5x059 GAUGE "C" TYPE METAL STUDS AT 16" O.C. AT ALL EXTERIOR WALLS BELOW, (TYP). PROVIDE DOUBLE FULL HEIGHT STUD AT EACH AT ALL WALL OPENINGS. J8. (2) 4CS2.5xO70 DOUBLE STUDS (BACK TO BACK) AT EACH ROLL -UP DOOR JAMB, (BELOW), U.N.O. 9. (2) 10CS2.5x105 BOX HEADER w/ 4T3.0-105 TOP AND BOTTOM TRACK WITH (3) 4CS2.5xO59 STUDS EACH SIDE OF OPENING. 10. PROVIDE ELEVATOR RAIL ATTACHMENT AT EACH FLOOR LEVEL (CAST INTO FLOOR SLAB) TYPICAL. 11. TRANSVERSE NON -LOAD BEARING SHEAR WALLS SHALL BE 4CS2.5xO59 "C" TYPE METAL STUDS @ 7-6" o.c. TYPICAL 12. USE 6CS2.5xO59 GAUGE "C" TYPE METAL STUDS AT 16" O.C. AT ALL EXTERIOR WALLS BELOW. PROVIDE DOUBLE FULL HEIGHT STUD AT EACH AT ALL WALL OPENINGS 13. (2) 8CS2.OxO70 BOX HEADER w/ 6T3.OxO70 TOP AND BOTTOM TRACK WITH (2) 6CS2.5xO59 STUDS EACH SIDE OF OPENING IMPACT DRIVERS ARE NOT ALLOWED FOR ALL METAL STUD SCREW INSTALLATIONS USE SREWS GUNS WITH TORQUE SETTINGS CALIBRATED TO SCREW MANUFACTURERS SPECIFICATIONS TWO POUR MINIMUM PER EACH ELEVATED FLOOR SLAB LEVEL DO NOT PLACE OR OPERATE RIDING TROWELS ON FRAMED FLOORS. I , I Keystone Structural Engineering Residential & Commercial Professional C:cAisultants 531 Roselane Street Suite 150 Marietta, GA 30060 (404) 483-6921 its F. + �• EN �:• fro. 72t�9r ATE OF ��: 4� . S101VAlli- t�``� REVISIONS _ 12-19-2022 2 % REVISION #5 PROJECT Broward Development Climate Controlled Storage ADDRESS 6923 Gall Boulevard Zephyrhills, FL 33542 CLIENT Broward Management, LLC ADDRESS 1126 South Federal Highway #375 Fort Lauderdale, FL 33316 SHEET TITLE THIRD FLOOR FRAMING PLAN Date: 01 /20/2022 PROJECT NUMBER 21262 SHEET NUMBER S202 r- 1) I I I I I !I C.) (6� (7 (7.2) (8) (9 (10) 1) (12 �3� (15) (16) 7) (18) (1 (20) 24 C22� (23> (24) <25 I T 1 f 1 I I T I C I T 1 1 1 I ( 245' - 10' I i I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 2 I I 2 S4.3 S4.3 TOP OF MASONRY - -TOP OF M/�SONRY I I _ - PARAPET - 38' - 4" - I S.S.M.R B I ING EL. _ (37 - 6") (4 SIDE 40' 8") ' __-- I T ) rn Lh I I I I I I I I I I I I I I i I I I I I I I I I 627.5xQ5S- M R72-5x059 ITYP-1 ' io N _ O N O �o..TYP so--- f Ell Pi aa �......_ -- - - - _--- _-3 X u� - - 'S ' - - � - - � �c? - - -' 'o- - - '�?-- _ '�. �n - - - - � - 6Z2.5x062 � ( 4 - - � - 3 � S -1 CO cn cn r� S4.4 cn to 6Z2.5x059 U (TYP.) U U _ / 16 o CD tD CD (D (o Co (D (D co O (� N (o tD N cD N to O I I I I I I I I I ( _ �( I N I zo TOP OF SONRY - � S4.4 m N (° 6Z2.5x059 TYP.) N I - 3SIDES I ( I I ( I I ( I 6Z2.5x059 ( (TYP.) io ( � I co ( I C2\�(O -`r'"-Y'�-r.-1 N - NOTE #8 l TYP. TYP. I 1 ) - I! I I I -- 1 I I - -- I 6Z2.5x059 (TYP.) 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NOTE #8 co I L.. - (TYP.) - a+ �IYP,)=- -- F - -+ - �TYP•� - -+ - --(� - - (TYP-)-- - -� - - - 6Z2.5x059 - -- - --� N� _ - - ------ CJ) - - - N � N 7_1 10 _ t� Qf Oi I O I O O I I I O O CD N c i N cn �LO n 6Z2.5x059 (TYP.) `c) N Ln cn ' (V 0 3 bo v) ao co cd N U U 0 CD co - cD Co co N S4.3 NOTE #4 NOTE #8 - - - o NOTE #8 u, (TYP.) o NOTE #8 iD 0 -- _ 6Z2_5x06� _ ___(TYP_)__ TYP. ---- -- --- P. LU O o ]CCO) � lVOtX Y I I I _ O O to I I I Ox (DN Un N U� U i 6Z2.5x059 (TYP.) N Lo - NO E#1 N TE zoo UU Uco O I _ (D 0 1 1 O - NOTE #4 _ (o N �, - - - - - Z2.5XQ59_ -L") - (TYP.) N �-4 6 - �(D 2'-6'2'-6'2'-6'2'-6'2'-6"2'-8' S'-2" 2'-2" NOTE #8 NOTE #8 0 NOTE #8 N 10 (TYP.) (TYP.) LO (TYP.) Zo I I 1 I 1 6Z2.5X059 (TYP.) I N 4 11, 60 CD `- `, _ I I I I I I NOTE I I tV N - / •. ` 0 -� --- =- - - - ----.- --- - - ----- - -- -- - - - --------. -. --- 6Z2.5z059 (TYP.) rt - ��1(�.}-- --- --- - - -- - - - - - - - --- --0 - -- --------- - - s - s - -- - ---- ---- - -- - - - - -- --- - - - ---- ---- - - - - - -- - - - - - - --- -- - - a --- - -- - -- G �}- o -- -- - - - 1 N S -1 1 I I I I N -.1 N -. I S 1 �.J N O � � 1 - - - - - - - - - - - - 6Z2.5xO59_ _- TYP. 1 I zo cn uxi ,n ti L i � u� O - I I I I I 1 I I I: - - 14 (I S4.4) 0 NOTE #5 N _ co co C° (° (° co W-1 1"ti_. (TYP.) (TYP.) N N - F '' - - --- - - - _ - - --- - 6Z2.5x059 . _ _� I I I I 1 I O I 1 1 I � O _'X13 HOIS B M. I N I - -� NOTE #$ - 1 -v / o VA4 LO iD Q v o E VATOR AN FAG URER 6Z2.5xO59 I (TYP.) "' I� (NP') I I f iv u (n N N Z O p U _ NOTE #5 N - - --- - - -- -- - - - - - - - - _.--- 6Z2.5x059 -__ v e. I -- �.. C cn I _ --- cD.._..__.._. _ _. __. __.. _... - - -. - ----- - - - - I :-- :,.. 1I I 1 _ I NOTE #8 1 _✓ I . n - _ 1 U�r. --- (TYP.)--- -.. - - -- - - - --o - - - -- - - --- - �EJ W-1 rL I I I O O) -. - S 1 _ to LO 0 (TYP.) Cn l _ _ 1 N , N 1 o a a a a a a a ci - co cn cn - 8 1/2 2,, NOTE #5 _ co co �, - - 'I 1`._/2' �8 1 /2" J 2' - 1 "-5' - 2 1 /2' „ 2' - 6'2' - 6" - 3 1 /2" 7 - - - - - - 6ZZ 5XQ59 � - _ - - - --- - - - - - - - - - - - - - - -- - - - - -- I I (TYP.) N EH - �� _ D -- - - --.._ - 9-- -- ----- _ ... --- - -.---- - --- - --- - -- - ._ .. - --- -- -- - - - N -- N - �1 S -1 _ - ' co S 1 TYP. P. I I I I I 1 __- 7. - - -I -._ NOTE#4. _I I - - 1 1 (TYP.) I (O ,w O O O O O O O O O - - - _ - NOTE #8 L--'`� NOTE #4 � � � OTE #5 0 0 0 0 0 0 0 0 0 'o TYP - (TYP.) Un 6Z2.5xO59 (TYP.) _ ( ) N .N r =' , U U U U U UI V U I 6Z2.5xO59 I (TYP.) cD NOTE #8 I r co r- N N .5x0 9 TYP. � 6Z2 5 (TYP-) C� - r z co In In co - - -- to u - in, Z - io 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1C) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 _ SW-1 x x x x x x x x X x x x x x x x x x x x x x X x x x x x x X x x x x x x x X x x S -1 cn co Lo 10 �o Co ri a �o co co o ►n w u� u� 0 a �o �n 0 u� 6Z2.5x059 cn cn (TYP.) r- �o �o cn cn � �n u� u� �o �o �o �o iv u� �o �o �o � - - 3 co cn cn cn cn cn cn - �r � cn cn to cn U U cn to cn U cn cn cn cn (0co u.) rA cn cn cn cn to co � cn F cn cn to to cn cn (n It V-3 U U U U U U U U U U U U U U U U U U U U U U 6Z2,5xp59 U U (TYP.) U U U U U U U U U U U U U U U U S4.3 - - - - - _ - - -- 0 16 rn 6Z2.5x059 TYP. 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I t I 1 r 1 r t jj \_...... __..__ .. _ _. �- - - - - - - ---- ---- - -- - - -- -- - -.- - - S.S.M.R BEARING EL. _ (35' - 0 TOP�E�MA(ONRY)1 1(4 SI34' - 0" f - S4.3 S4.3 I I I I I I I I I I I I I I I I I I I I I I I I i I I I I I I I I I I I I I I I I I I I I I I I I t I I I I 15'-3" 10,-6" 10,-0" 10'-0" 8'-3" 1'-3" 10'-6" 1'-3" 8'-9" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0.. 9'-6" 10'-6" 10'-0" 10'-0" 10'-0" 10'-01. - - - _ - .._..._. _ - d * - - - - _ - - - -- - - - - - --- -- - -- - - - - - - I I I I I I I I I I 245' - 10" 1 1 1 1 1 1 1 1 I I I I I I I I I I I I I I I I I I I I I I I I I I C3) (4) 5� (5_� �6� 7.2 8 C999� �1 �11)(14) (15) C1 (17� (18) �19) �20) (21) (22) C 3) �24) (25� 2 Roof FramingPlan S2.3 1 /6" = 1'-0" 1. (1) 6CS2.5xO70 CONTINUOUS HEADER (SLOPE TO MATCH ROOF SLOPE) 10. 4CS2.5xO59 "CEE" TYPE METAL STUDS @ 2'-6" O.C. AT ALL INTERIOR BEARING WALLS U.N.O. (BELOW), TYPICAL. IMPACT DRIVERS ARE NOT 2. (2) 4CS2.5xO59 HEADER (SEE HEADER CONNECTION SCHEDULE) 11. TRANSVERSE NON -LOAD BEARING SHEAR WALLS SHALL BE 4CS2.OxO59 "C" TYPE METAL STUDS @ 5'-0" o.c. TYPICAL ALLOWED FOR ALL METAL STUD 3. (2) 6CS2.5xO59 HEADER (SEE HEADER CONNECTION SCHEDULE). 12. USE 6CS2.5xO59 GAUGE "C" TYPE METAL STUDS AT 16" O.C. AT ALL EXTERIOR WALLS BELOW. PROVIDE DOUBLE FULL HEIGHT SCREW INSTALLATIONS 4. 4CS2.5xO59 "CEE" TYPE METAL STUDS @ 5'-0" O.C. AT ALL INTERIOR BEARING WALLS U.N.O. (BELOW), TYPICAL. STUD AT EACH AT ALL WALL OPENINGS 5. PROVIDE SINGLE 4CS2.5xO59 "CEE" TYPE STUD AT EACH ROLLUP DOOR JAMB AND AT EACH SIDE OF CORRIDORS FROM THIS 13. (2) 8CS2.5xO70 BOX HEADER w/ 6T3.OxO70 TOP AND BOTTOM TRACK WITH (3) 6CS2.5xO59 STUDS EACH SIDE OF OPENING USE SREWS GUNS WITH TORQUE FRAMING LEVEL TO THE FOUNDATION BELOW. SETTINGS CALIBRATED TO SCREW 6. ALL INTERIOR DOORS AND NON -BEARING PARTITION WALLS BY OTHERS, TYP. MANUFACTURERS SPECIFICATIONS 7. USE 6CS2.5xO59 GAUGE "C" TYPE METAL STUDS AT 16" O.C. AT ALL EXTERIOR WALLS BELOW, (TYP). PROVIDE DOUBLE FULL HEIGHT STUD AT EACH AT ALL WALL OPENINGS. 8. (2) 4CS2.5xO59 DOUBLE STUDS (BACK TO BACK) AT EACH ROLL -UP DOOR JAMB, U.N.O. UNDER ALL DOUBLE "CEE" STUDS AT THIS LEVEL, PROVIDE DOUBLE "CEE" STUDS (BACK TO BACK) TO FOUNDATION BELOW. 9. (2) 8CS2.Ox070 BOX HEADER w/ 4T3.OxO70 TOP AND BOTTOM TRACK WITH (3) 4CS2.5xO59 STUDS EACH SIDE OF OPENING N TE NCD rn rn rn rn rn rn rn rn 6Z2.5x059 rn (TYP.) rn rn tV O , O , O o , p , O , O , O O , O , O , O r' o co , O , O I \_� X X X �C >Q X X X X X X X X , X X I z o � - N- cn �- - � N 9 fV i C(D (V i Keystone Structural Engineering Residential & (2cxnmerc ial Profes4c)nW Consultants 531 Roselane Street Suite 150 Marietta, GA 30060 (404) 483-6921 11111IRi F. CR 0„I,,1 ENSF:dL • No.72+r i 0: ATE OF .�0R�aP.��4�. S' 1• NA �11felt 1� REVISIONS 12-19-2022 REVISION #5 PROJECT Broward Development Climate Controlled Storage ADDRESS 6923 Gall Boulevard Zephyrhills, FL 33542 CLIENT Broward Management, LLC ADDRESS 1126 South Federal Highway #375 Fort Lauderdale, FL 33316 SHEET TITLE ROOF FRAMING PLAN Date: 01 /20/2022 PROJECT NUMBER 21262 SHEET NUMBER S2m3 (.6� C .9)\2' 1�2, �I - - �- 33 - 4 I 33' - 6" . 1 - 11" 9' - 6" 11' - 11" 1" 3' - 0" - -- - -- 8 1/2" 2' - 3 1 /2" - 2'- 31 /2" plo f 7 f F-7 C-3 BP-2 F-7 C-3 BP-2 F-7 C-3 BP-2 1.9 3 _._ . .. S2.4 T/FTG. _ -1' - 4" ' - " - - -- " 3.1 1 I T/FTG. _ -1 4 p T/FTG. _ -1' - 4 ' - I np S3.1 �- on Go1 100 M (M _ -- �1p �- #9 NOTE #9 NOTE #9 (Bf - _ -- - p F =- _ _ -� T . -. _ p -� - o (B_J (B- - - -_- - _- 6 11' - 4 1 /4" _ 4�� J NO W1 W1I6X26 W16X2611 41/ a (A.9 -� - - - --- L- -- - - -I - `� �A_J lA• ��� 11' - 4/4' N L I N = _ I � I _ ccny f-I1 DL: 2.8 k iv p I F-7 C-3 BP-2 I p -�' j DLL: 5.6 k' U' LL: 5.6 k W16X31 N T/FT . _ -1' - 4' f - S3.1 11' - 41/4" v z I -f I co (.0295")AL DECK I I I F 7- C-3 BP-2 I �� DL: 2.8 k (3 SPA MIN.) DL: 2.8 k L u J y 1 _ - LL: 5.6 k W T TG. _ -1' - 4" LL: 5.6 k W16X31 F- 0 --- - . _. _ I \� Cl) c") o) I 11' - 4 1 /4" z chi N\-E F-7 C-3 BP-2 1 I- P p "� `"� I IT i T/FTG. = -1' 4" I I I - - - -i- _ , _- __I - I - I - - - - - �A� (Af3 - - - - - �. 1 N -- I - LL: .6 k DL2.8k S3.1 L J LL: 5.6 k I W 16X31 � LL: 5.6 k - u I F-7 C-3 BP-2 F 7 C-3 BP-2 w _ _ 11' - 4 1 /4" �° T/FTG. _ -1 _ T/ TG. _ -1' - 4" # -5 1/2' r 5 I 9� w iv NT I? S2.4 I 54.2 z r -� r` - -� r -� - - _ -- p I rN W 16X26 11' - 4 1 /4" W 16X26 11' - 4 1 /4" 53.1 ---- _ = a�= _ _ _ NOTE #9 NOTE #9 NOTE #9 1 on N L -J L--J L J co 1 �, _ ao I S3.1 I 3 I �1' S3. 1" 11' 11" - 5" -1" 2' - 3 1/2" 2' - 3 1/2" 8 1/2" F-7 C- BP-2 -- 33' - 6" T/FTG. = 1' - 4" 31-0 �.9'-6" 11'-11" 3" - -J I II II �, Foundation Plan -Office Area 1/8" = 1'-0" TOP OF FOOTING REFERENCE = 0' - 0" (REFERENCE ELEVATION) FOUNDATION NOTES: 1. REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS AT INTERIOR MASONRY WALLS AND SLAB CONTROL JOINT LOCATIONS. 2. FLOOR SLAB SHALL BE 4" THICK 3000 PSI CONCRETE REINFORCED w/ 6X6-W1.4/W1.4 WWR ON A 4" MINIMUM GRAVEL (57 STONE OR EQUIVALENT) BASE. LOCATE REINFORCING AT MID -DEPTH OF THE SLAB. PROVIDE 15 MIL (MIN) POLYETHYLENE VAPOR BARRIER WITH JOINTS LAPPED 6" AND TAPED UNDER ALL INTERIOR SLABS.. REFER TO ARCHITECTURAL FOR RECESSES AND CONTROL JOINT LOCATIONS. 3. ALL CONCRETE WORK SHALL CONFORM TO ACI 301 "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS" 4. REFERENCE FINISH FLOOR ELEVATION: SEE CIVIL �J 6" EAVE STRUT j � I _ I T.O.STEEL _ (SEE PLAN) to 10 I I I II T.G. HSS (11' - 4 1 /4") 3/8X3"XFULL HEI PLATE AT EACH WIDE FLANGE BEAM (SEE PLAI T.O. HSS - SSMR ATTACHMENT CLIP BY SSMR ROOF PROVIDER SSMR BRG. f ( SEE PLANL4� _ STEEL NETWORK STIFFCLIP - STEEL BEAM CL362-68 (OR EQUIVALENT) w/ (SEE PLAN) (4) #12 SCREWS MIN. - METAL "CEE" TYPE INFILL STUDS Structural Foundation Schedule Mark" Type MaFooting Dimensions Reinforcing - _ - F4 4'-0"x4'-0"x1'-0" (4) #5's EACH WAY F-7 7'-0"x7'-0"x1'-6" (5) #5's EACH WAY TOP & BOTTOM Structural Column Schedule Type Mark Type Type Comments - -- - - C-1 HSS4X4X1 /4 C-2 _ HSS6X6X1/4 C-3 HSS8X8X1 /4 24 GA ULTRA-DEK STANDING SEAM METAL ROOF (SSMR) I OIL TOP CHANNEL (27' - 2") II II II (3) #12x1 HEX HEAD TEK SCREWS AT ZEE PURLIN TRACK CONNECTION TO COLUMN II SSMR BRG. (VARIES) A-T.O.STEEL \,r (23' - 0 'I /2") I B/ BOX HEADER _ (SEE ARCH.) I I I 2 Attic Framing - Office area - C6 OR HSS TOP OF PARAPET CHANNEL (SEE PLAN) -- METAL "CEE" TYPE INFILL STUDS 6 1/8x3"x105 x CONT (SLOPE). PERIMETER TRACK. (4) #12 TEK SCREWS - / 24 GA ULTRA-DEK STANDING SEAM METAL ROOF (SSMR) 6Z2.25x059 ZEE PURLIN STEEL BEAM (SEE PLAN) BOX HEADER (SEE PLAN) HSS COLUMN (SEE PLAN) IMPACT DRIVERS ARE NOT ALLOWED FOR ALL METAL STUD SCREW INSTALLATIONS USE SREWS GUNS WITH TORQUE SETTINGS CALIBRATED TO SCREW MANUFACTURERS SPECIFICATIONS ATTIC ROOF FRAMING NOTES: 1. SEE MANUFACTURER'S SPECIFICATIONS FOR S.S.M.R. ATTACHMENT. 2. COORDINATE ROOF OPENING LOCATIONS WITH ARCHITECTURAL ATTIC AND ROOF PLANS AND MECHANICAL DRAWINGS AND UNITS PROVIDED. PROVIDE ROOF FRAMES PER DETAIL 9/S4.2 AT ALL OPENINGS 12" OR GREATER IN DECK. CONTRACTOR SHALL VERIFY ALL OPENINGS REQUIRED FOR EQUIPMENT SUPPLIED PRIOR TO SUBMITTING SHOP DRAWINGS FOR STRUCTURAL STEEL. 3. SEE GENERAL NOTES ON SHEET SO.1 FOR ATTIC/ROOF LOADS. 1. SEE ARCHITECTURAL FOR ROOF SPECIFICATION 2. (2) 4CS2.5x059 HEADER (SEE HEADER CONNECTION SCHEDULE) 3. (2) 6CS2.5x059 HEADER (SEE HEADER CONNECTION SCHEDULE). 4. 4CS2.5x059 "CEE" TYPE METAL STUDS @ 5'-0" O.C. AT ALL INTERIOR BEARING WALLS U.N.O. (BELOW), TYPICAL. 5. PROVIDE SINGLE 4CS2.5x059 "CEE" TYPE STUD AT EACH ROLLUP DOOR JAMB AND AT EACH SIDE OF CORRIDORS. 6. ALL INTERIOR DOORS AND NON -BEARING PARTITION WALLS BY OTHERS, TYP. 7. USE 6CS2.5x059 GAUGE "C" TYPE METAL STUDS AT 24" O.C. AT ALL EXTERIOR WALLS BELOW, (UNO). PROVIDE DOUBLE FULL HEIGHT STUD AT EACH AT ALL WALL OPENINGS. 8. (2) 4CS2.5x059 DOUBLE STUDS (BACK TO BACK) AT EACH ROLL -UP DOOR JAMB, U.N.O. 9. (2) 8CS2.5-070 BOX HEADER w/ EQUAL GAUGE TOP & BOTTOM TRACK (SEE ARCHITECTURAL SECTIONS FROM TRACK WIDTH) w/ (8) #12 TEK SCREWS AT EACH END ON EACH SIDE. PROVIDE DOUBLE 6CS2.5x059 STUD JAMB (BACK TO BACK) AT EACH END OF BOX HEADER, U.N.O 10. 4CS2.5x059 "CEE" TYPE METAL STUDS @ 2'-6" O.C. AT ALL INTERIOR BEARING WALLS U.N.O. (BELOW), TYPICAL. 11. TRANSVERSE NON -LOAD BEARING SHEAR WALLS SHALL BE 4CS2.5x059 "C" TYPE METAL STUDS @ 5'-0" o.c. TYPICAL C6 or HSS TOP OF PARAPET f CHANNEL (SEE PLAN) � j - TOP CHANNEL I ' \(27' - 2") I I METAL"CEE"TYPE + INFILL STUDS II 01- II 9" SSMR ATTACHMENT --- CLIP BY SSMR ROOF PROVIDER f I SSMR BRG. SEE PLAN) II ' T.O.STEEL (23' - 9") c� Io �n �J B/ BOX HEADER (SEE ARCH.) STEEL BEAM STEEL NETWORK STIFFCLIP (SEE PLAN) CL362-68 (OR EQUIVALENT) w/ (4) #12 SCREWS MIN. BOX HEADER (SEE PLAN) HSS COLUMN (SEE PLAN) 24 GA ULTRA-DEK STANDING SEAM METAL ROOF (SSMR) I 1 T ll 33'-6" 12'-9" 4'-0" 4'-U, 12' 9" ------ - T��- 6' - 3 1/2" 20' - 1J. 1" 6' - 3 1/2" p 1 L -it1.__..-- or (VARIFY PARAPET DIMENSIONS WITH ARCH. DRAWINGS) � p II II u M =8. 29' - 3" C6X8. 2T - 2" ,� - ) ti C6X8.2 T - 2 (M23'1 0 1 2(M� �M W1 X26 W-1 6X26 2 ' - 0 1 /2" 23' - 1/2" - � OT #9 E OTE #9 w W VA o' a S2.4 pito Z4 ,. H 14 (SL P ) z (V - N� � O '1p� N M X X00 I 1� N - (A.6f - - -- -- -- ..- - - ._ _ _ _ . -- - p - X ce -._ _ -- - - - �A.6) w N co -' -' (4 W CD X CO Z .. m � cD 14 2 (SL P) z = � uj m � m N pp 2'- 9"2' - 6'2' - 6'2' - 6'2' - 6'2' - 6'2' - 6'2' - 6'2' 6'2' - 6'2' - 6'2' - 6'2' - 6" f� 2 w . _ __ -..-_ (6 N 01uj 5 a N o> S2.4 cn l 14 2 (SL P�) ih n N N co o ^ In N to J }a X `- IN F- O N Z U -� l - w A.1 % f -co OT #9 OT #9 OT #9 - 16X26 23' - 0 1/2" W16X2 23' - 0 112" , u C6X8.2 27, - 2" lM� �M HSS6X4X3/8 27' - 2" u IICM� S.S.M.R. BEARING - p EL. = (SLOPE) 4 p I S2.4 I 9' - 6" 33'-6" -- I ).._ Roof Framina Plan - Office Area 1/8" = 1'-0" B of CA.91 -, . f A I( I TOP CHANNEL _ I � (VARIES) (3) #12x1 HEX HEAD TEK SCRE AT ZEE PURLIN TRACK CONNECTION TO COLUMN OIL SSMR BRG.__ (VARIES) T.O.STEEL (23' - 01/2" ). B/ BOX HEADER `,w (SEE ARCH.) HSS6x6xl/4" - - --- OUTRIGGER PRE-ENGINEERED ALUMINIUM CANOPY BY SPECIALTY DESIGN ENGINEER T.O. HSS__-- (11- - 41 /4") \� \c (V 3/8" x8" x 6" A36 FACE PLATE At T.O. HSS WIDE FLANGE BEAM (SEE PLAN) _. f`C Tl1D !1C DADADCT HSS COLUMN - (SEE PLAN) BOX HEADER (SEE PLAN) /WELD ALL 3/16" / J fSEE PLAN FOR CHANNEL CANTILEVER LENGTH _ TOP_ CHANNEL (SEE PLAN) SECTION A -A - L3X3X1/4 BRACE AT 6'- 0" MAX. TOP CHANNEL (SEE PLAN) 4' S.S.M.R. BEARING ELEVATION Keystone Structural Engineering Residential &i C(xnmei v ial n-,_ifes%cxial 0-msL ltantS 531 Roselane Street Suite 150 Marietta, GA 30060 (404) 483-6921 `111111111,t CR �. aEN F No.721� . : � _ i-d: ATE OF s/ONAI. `� �111111�� REVISIONS f08-17-2022 1 - REVISION #3 12-19-2022 REVISION #5 PROJECT B rowa rd Development Climate Controlled Storage ADDRESS 6923 Gall Boulevard Zephyrhills, FL 33542 CLIENT B rowa rd Management, LLC ADDRESS 1126 South Federal Highway #375 Fort Lauderdale, FL 33316 SHEET TITLE OFFICE FOUNDATION & FRAMING PLANS Date: 01 /20/2022 PROJECT NUMBER 21262 �5� WALL S2.4) 3/4" SECTION .4 WALL SECTION 6 WALL SECTION S2.4 3/4" = 1'-0" CANOPY SECTION 3/4" = 1'-0" I SHEET NUMBER S2m4 i, rj,> y '_V (;� �_ _""\ r - ---./ \ y r� METAL STUD WALL FRAMING I WALL FRAMING INCLUDING STEP FLASHING �# X BY OTHER (SEE ARCHITECTURAL) FACE OF _ FOUNDATION CL METAL STUD WALL I / BEYOND I FRAMING BEYOND ' - 1/2" DIA. HILTI KWIK BOLT TZ-CS (2" EFFECTIVE EMBED) w/ WASHER AT FLOOR VARIES 3„ EXPANSION 7" CONCRETE SLAB w/ #4's @ 10" O.C. �3„ 7" CONCRETE SLAB w/ #4's @ 10" o.c. JOINT (LOWEST BARS PERPENDICULAR TO % (1) #4's CONT. I (LOWEST BARS PERPENDICULAR TO LOAD BEARING WALLS) I\ LOAD BEARING WALLS) EXTERIOR PAVING or SEE CIVIL % (OFFICE) 4" THICK CONCRETE SLAB CONCRETE APRRON/ w/ 6x6-W1.4/W1.4 WWF, LOCATED B - SIDEWALK/GRADE MID -DEPTH OF SLAB d ° SEE CIVIULANDSCAPE ° ° ^ ° d- L, a LU_. �-Lu C� j* :tz 4 ° ° W x N N < ° 1 y ° w m 2 #4 HOOKED, / I `�' v O #4 HOOKED ___ _ I F- w CD co BARS AT 18 LL o.c. - _------___-- -- `O WBARS AT 10" o.c. - w U- _ (V 3"- `N v O `V `y I J 4" THICK #57 GRADE ��• �• (3) #4's CONT.�~ I STONE CAPILLARY BREAK l - _ -- - 4" THICK #57 GRADE 3" I 3" 15 MIL (MIN) POLYETHYLENE STONE CAPILLARY BREAK CLR. 2 0 CLR. VAPOR BARRIER (3) #4's CONT. 15 MIL (MIN) POLYETHYLENE MIN. VAPOR BARRIER 31, \ 3" CLR. 2, _ 0„ CLR. op MIN. FOOTINGMALL SECTION 3/4" = 1'-0" 7" KEYED SLAB JOINT - 1I -III=1 I I=1 I I=1 11= CONSTRUCTION JOINT FILL SAW CUT w/ JOINT SEALANT (SEE SPECIFICATIONS) \ III=III III=III- III III -III III- I 1 00�� CONC. SLAB -SEE PLAN TYP. CONTROL JOINT 0 o Uz m NOTE: a SAW CUT AS SOON AS SLAB CAN SUPPORT C/) WEIGHT (4 HOURS MAX) CONSTRUCTION/CONTROL JOINT DETAILS 3/4" = 1'-0" REINF. w/ #5 @ 16" O.C. VERTICAL (TYP.) CONC. SLAB - SEE PLAN 30"x30" #4 -- @12" o.c. TYP. .T11111. _ 0D 0 12" REINF. CONC. - iv WALL w/ WATERPROOFING PROVIDE DOWELS - TO MATCH VERT. REINF. TYP. I 1' - 0" SEE ARCH'L. DWGS. FOR SHAFT SIZE ELEVATOR PIT SECTION N.T.S. 7 ELEVATOR PIT S3.1 1 /2" = 1'-0" �L WALL AND FOOTING I MASONRY WALL rN SEE ARCH. #5's @16" ox. VERTICAL REINFORCING FULL HEIGHT IN GROUT FILLED CELLS. / FILL CELLS BELOW�- FIN. FLOOR w �. W 0 ot� 0.- CLR. 2'- 6" U.N.O. WALL FOOTING SECTION 3/4" = 1'-0" - - 8" CMU GRADE (SEE CIVIL) #4 @ 12" o.c. VERT. EA. FACE #4 @ 12" O.C. HOR. EA. FACE PVC WATERSTOP a /- x CONT. m / v �_- SEE PLAN FOR ELEVATION #5@9"o.c.EA. WAY TOP & BOTT. EXPANSION JOINT (TYP.) CONC. SLAB (TYP.) - SEE PLAN FOR SIZE z Vg w a 7 W m TURNDOWN FOOTING SECTION (cD, DOOR 3.1 3/4" = 1'-0" LINE OF TRACK - -- ABOVE AND BELOW TYPICAL 1 1/2" DEEP 16 GA. MBCI HW-3121 (SEE DET 5/S4.2) TRANSVERSE SHEAR WALL TRANSVERSE SHEAR WALL METAL STUDS. SEE PLAN FOR SIZE. ADD STUDS AS NECESSARY 1 1/2" DEEP 16 GA. MBCI - HW-3121 (SEE DET 5/S4.2) PANEL AT LOAD BEARING OR SHEAR WALLS. ATTACH PANEL PER THE DESIGNATED SHEAR WALL #12 TEK SCREWS @ 12" O.C. (TYP.) LINE OF TRACK ABOVE AND BELOW TYPICAL LOAD BEARING SHEAR WALL. SEE PLAN FOR SIZE. ADD STUDS AS NECESSARY PANEL AT LOAD BEARING - OR SHEAR WALLS. ATTACH PANEL PER THE DESIGNATED SHEAR WALL 5, INTERSECTING METAL STUD SHEAR WALL DETAIL S3.1 3/4" = 1'-0" TYPICAL SUMP DETAIL (COORDINATE LOCATION WITH ELEVATOR MANUFACTURER) 11 SUMP DETAIL (S_3.-l/) 3/4" = 1'-0" �L WALL AND FOOTING 4 #4'S CONT. NOTE: VERTICAL WALL REINFORCING SHALL BE CONTINUOUS THROUGH ALL BOND BEAMS IN WALL. PROVIDE BOND BEAM BLOCK WITH KNOCKOUT IN BOTTOM. ELEVATOR PIT ELEVATION #5@9" #5 @ 9" COLUMN & FTG NOTE: SEE DETAIL9/S3.1 FOR BASEPLATE AND ANCHOR ROD DETAILS STEEL COLUMN (SEE PLAN) � /-- BOND BREAKER - �I I 1" GROUT - (MIN.) (TYPICAL) III CONC. SLAB LB (TYP.) _ I I (SEE PLAN) FOR SIZE 1. °..- LIII ° . e° T/FTG. w p . (SEE VAPOR O ' ^ PLAN) �o .^ BARRIER a w W ° W /_ .s , •° vi wjy ° d : ONT. v� �- —I��-___ - --III 3„ CLR. SEE FTG. SCHEDULE FOR SIZE AND REINFORCING COLUMN FOOTING DETAIL 3/4" = 1'-0" VARIES �� METAL STUD WALL FRAMING (SEE ARCH.) WALL FRAMING INCLUDING STEP FLASHING BY OTHER (SEE ARCHITECTURAL) I / 1/2" DIA. HILTI KWIK BOLT TZ-CS (2" EFFECTIVE - / EMBED) w/ WASHER AT FLOOR I > 3" U - 7" CONCRETE SLAB w/ #4's @ 10" o.c. H (1) #4's CONT. I 3" (LOWEST BARS PERPENDICULAR TO � g LOAD BEARING WALLS) w or Q °p (OFFICE) 4" THICK CONCRETE SLAB z CONCRETE APRON/ --\ - w/ 6x6-W1.4/W1.4 WWF, LOCATED M 2 SIDEWALK/GRADE MID -DEPTH OF SLAB 00 0 SEE CIVIULANDSCAPE - - ° d W °° J z � z y< CID 2 #4 HOOKED m 'v BARS AT 10" o.c. 5 1/2 3�� w 0: U.N.O. N v p 4 THICK #57 GRADE ==- STONE CAPILLARY BREAK (3) #4's CONT. —� I 3" I 3" CLR. 8 1/2" CLR. 15 MIL (MIN) POLYETHYLENE _ VAPOR BARRIER U.N.0, 2'-0" 00 MIN. FOOTINGMALL SECTION 3/4" = 1'-0" CL COL. (4) - 3/4" DIA. ANCHOR RODS I 4 1/2 4 1/2" i iv 1 1/2` 1 1/2" HSS COL. (SEE PLAN) � I 0 - \I COL. i---(4) -1" DIA. ANCHOR RODS _001. r 1' -4" 6" 6" 1 5/16" DIA. HOLES - COLUMN CL._ 41— CD CID N (V 1' - 0" — 1" THICK BASE PLATE HSS8x8 - SEE PLAN J 5/16" - 1 1/2" BP-1- BP-2. A36 PLATE 3/4" DIA. ASTM F1554 GR36 1" DIA. ASTM F1554 GR36 ANCHOR ROD w/ HEAVY HEX- ANCHOR ROD w/ HEAVY HEX - NUT w/ A PROJECTION OF 6" �� NUT w/ A PROJECTION OF 6" (TOP 6" TO BE THREADED) (TOP 6" TO BE THREADED) ifl CO T/FTG. o T/FTG. o o CONCRETE FTG. (SEE PLAN) .h.: �- CONCRETE FTG. ° y, ^ 4 (SEE PLAN) ° TACK WELD ° ROD TO NUT TACK WELD ° ROD TO NUT ANCHOR ROD FOR 13P-1 ANCHOR ROD FOR BP-2 NOTES: 1. * DESIGNATES THAT WELD SIZE SHOULD MATCH COLUMN WALL THICKNESS MINUS 1/16" FOR WALL THICKNESS GREATER THAN 1/4". AT COLUMNS WITH WALL THICKNESSES 1/4" OR LESS, WELD SIZE SHOULD MATCH COLUMN WALL THICKNESS. 2. ANCHOR BOLT PROJECTION TO BE 6" (TYP. - U.N.O.) - (SEE ANCHOR ROD 'A') 9_ TYPICAL BASE PLATE AND ANCHOR ROD DETAILS 3/4" = 1'-0" w_ o j - -- `;' - 3" CLR. by 2'-0" 6~ THICKENED SLAB (3) #5'S CONT. . KI Keystone Structural Engineering Residential & Cmnmerdal Pmfess'icaial ConsLdtants 531 Roselane Street Suite 150 Marietta, GA 30060 (404) 483-6921 .111 �F � 00 CR 41,r No.721� t AT OF �• G �• (OR�OP•�\ .� . S10NA%- REVISIONS 08-17-2022 1 % REVISION #3 PROJECT Broward Development Climate Controlled Storage ADDRESS 6923 Gall Boulevard Zephyrhills, FL 33542 CLIENT Broward Management, LLC ADDRESS 1126 South Federal Highway #375 Fort Lauderdale, FL 33316 SHEET TITLE FOUNDATION DETAILS Date: 01 /20/2022 PROJECT NUMBER 21262 SHEET NUMBER S301, t._ 4 1/8"x3"xl6 GA. CHANNEL TRACK x CONT. w/ (2) #12 TEKS EACH STUD (TYP.) w/ 1/2" DIA. HILTI KWIK BOLT TZ-CS (2" EFFECTIVE EMBED) w/ WASHER AT 30" O.C. AT SHEAR METAL "C" STUDS, SEE WALL PLAN FOR SIZE & GAUGE �, & ~ STEEL NETWORK STIFFCLIP CL362-118 (OR ~� EQUIVALENT) w/ (4) #12 SCREWS. ATTACHED \` TO SLAB W/ 1/2" DIA. HILTI KWIK BOLT III (2" 1 1/2" DEEP 16 GA. MBCI HW-3121 _ \ EFFECTIVE EMBED) w/ WASHER AT NOW @ MID -POINT (TYP.) All SHEAR WALL (NO TRACK REQUIRED) CONC. SLAB w/ METAL FLOOR \ COMPOSITE DECK (SEE PLAN) EL. SEE ARCH. (SECOND FLOOR) ---— 4 1/8"x3"x12 GA. CHANNEL TOP 1 1/2" DEEP 16 GA. MBCI HW-3121 TRACK x CONT. @ THIRD POINTS (TYP.) \ \` #12 SCREWS @ 12" o.c. (TYP.) 4 1/8"x3"x16 GA. CHANNEL 7—METAL TRACK x CONT. w/ (2) #12 TEKS "C" STUDS, SEE EACH STUD (TYP.) w/ 1/2' DIA. \ \ PLAN FOR SIZE &GAUGE HILTI KWIK BOLT TZ-CS (2" /— METAL WALL PANEL, EFFECTIVE EMBED) w/ WASHER (SEE PLAN) AT 30" O.C. \" \ CONC. SLAB ON T.O. SLAB GRADE (SEE PLAN) FIRST FLOG TYP. LOAD BEARING WALL SECTION S4.1 3/4" = 1'-0" METAL STUD FRAM'""' ABOVE, WHERE OCCURS T.O. SLAB SEE PLAN TOP TRACK, MATCH STUD GAUGE (SEE PLAN) DOUBLE "C" STUDS, BACK TO BACK, SEE F OR MSS COLUMN METAL STUD FRAMING -� I vl I --- COMPOSITE ABOVE, WHERE I I CONCRETE METAL OCCURS \ FLOOR DECK, (SEE PLAN) � I I T.O. SLAB —_, I I_ - e SEE PLAN n ° + 11 ♦ + + + ♦ EQ.- - TOP TRACK, - HEADER - SEE METAL STUD INFILL BLOCKING MATCH PLAN x HEADER DEPTH BETWEEN STUD GAUGE EQ - & SCHEDULE 0'- 0 3/4" MAX. DOUBLE STUD HEADERS AT (SEE PLAN) FROM WEB ALL LOCATIONS 5-0" MAX. 5' - 0" MAX. / DOUBLE "C" STUDS, BACK TO BACK, SEE PLAN. OR HSS COLUMN ._5' STUD HEADER BLOCKING DETAIL S4.1 3/4" = 1'-0" VENEER (SEE ARCH'L) - -- 1/2" DIA. HILTI KWIK BOLT TZ- CS (2" EFFECTIVE EMBED) w/ EQ WASHER AT 30" O.C. - COMPOSITE CONCRETE (1) #5's CONT. x N METAL FLOOR DECK, @ ENTIRE PERIMETER .... I (SEE PLAN) SEE PLAN Ai 0'- 1 1/2" - - - T — - T.O. SLAB 5/8" DENSE GLASS GOLD w/ S12 BUGLE HEAD (S.S.) SMS @ 6"o/c - \I - L5 1/2x5x14 GA. x CONT. PERIMETER DECK ANGLE -- METAL "C" STUDS (SEE PLANFOR SIZE & GAUGE) 9 FLOOR DECK BEARING VENEER (SEE ARCH'L) COMPOSITE CONCRETE METAL FLOOR DECK, (SEE PLAN) - _. 41 HEADER - SEE PLAN & SCHEDULE CONNECT DBL. STUDS w/ (2) ROWS OF #12 TEK SCREWS @ 12" o/c (TYP.) HEADER BEARING DETAIL 3/4" = 1'-0" EQ�I (1) #5's CONT. @ ENTIRE PERIMETER '_..! SEE_ PLAN -_ - -- T.O. SLAB I I 0'- 1 1/2"--'I 5/8" DENSE GLASS GOLD l� w/ S12 BUGLE HEAD (S.S.) SMS @ 6"o/c METAL STUD FRAMING ;`__�I I "I COMPOSITE ABOVE, WHERE � FLOOR_L I I I / CONCRETE METAL OCCURS -- --I I I / (SEE j,DgNCK, T.O. SLAB 1 1 I SEE PLAN d ° 4 4 a° Qa + + + + 1 1++I 1+I \ HEADER - SEE PLAN - & SCHEDULE EQ. 0 EQ. iA HEADER - SEE PLAN & SCHEDULE CONNECT DBL. STUDS �i w/ (2) ROWS OF #12 TEK DOUBLE "C" STUDS, ' SCREWS @ 12" o/c (TYP.) BACK TO BACK, SEE PLAN. OR - SECTION A HSS COLUMN "C" STUDS, SEE PLAN. - OR HSS COLUMN -3 CONTINUOUS HEADER BEARING DETAIL s4.1 % 3/4" = 1'-0" METAL STUD FRAMING--��_I vl I vl COMPOSITE ABOVE, WHERE CONCRETE METAL OCCURS FLOOR DECK, (SEE PLAN) T.O. SLAB SEE PLAN ° a , ° a e s— + + + + + + ♦ + + +++ + + 1 \ HEADER -SEE PLAN —! & SCHEDULE EQ- I� HEADER - SEE PLAN & SCHEDULE CONNECT DBL. STUDS �- w/ (2) ROWS OF #12 TEK SCREWS @ 12" o/c (TYP.) SECTION A DOUBLE "C" STUDS, - -- - - BACK TO BACK, SEE PLAN. OR HSS COLUMN 6 CONTINUOUS HEADER BEARING DETAIL 3/4" = 1'-0" 1/2" DIA. HILTI KWIK BOLT TZ- CS (2" EFFECTIVE EMBED) w/ WASHER AT 30" O.C. - COMPOSITE CONCRETE METAL o FLOOR DECK, J (SEE PLAN) FLOOR DECK BEARING 3/4" = 1'-0" - L51/2"x5x14 GA. x CONT. PERIMETER DECK ANGLE METAL "C" STUDS (SEE PLAN FOR SIZE & GAUGE) EL. SEE ARCH. #12 TEKS @ 12"o.c. EACH HEADER INTO FLOOR DECK DBL. METAL COLUMI. SEE PLAN FOR SIZE & GAUGE. HEADER DETAIL FLOOR LEVEL ONLY 7_`, HEADER DETAIL S4.1 3/4 _ 1 '-0 41 — - _ 3/16 3 @ 12 3/8" STEEL PLATE (SEE LOCATIONS) 3/16 3 @ 12 3/8" STEEL PLATE (SEE LOCATIONS) 3/8" STEEL PLATE (SEE LOCATIONS) DBL. METAL COLUMN SEE PLAN FOR SIZE & GAUGE, (WHERE OCCURS) CONC. SLAB w/ METAL FLOOR COMPOSITE DECK (SEE PLAN) OR ROOF DECK #12xl" LONG TEK SCREWS EACH SIDE, EACH STUD. SEE PLAN DOUBLE "C" HEADER (SEE PLAN) 3/16 3 @ 12 3/16 % 3 @ 12 3/8" STEEL PLATE (SEE LOCATIONS) SEE APPLICABLE ARCH. SECTION FOR PLATE LAYOUT AND LOCATION TYPICAL PLATE WELD DETAIL 3/411 = 1'-0" FILL BEAM 3 - --' POCKET w/ SOLID 1 /4 3 W/ GROUT AFTER WELDING (1) 5/16" STEEL STIFF. PLATE EACH SIDE OF WEB ��, ' STEEL BEAM (SEE PLAN) d - - BEARING PLATE 3/4" x 8" x 0'-10" w/ (2)1/2" DIA. x 15" LG. ANCHORS w/ 3" HOOK \ CAST -IN -PLACE WALL i (SEE PLAN FOR SIZE AND LOCATION OF -� REINF.) 0'-6" BEAM BEARING ON MASONRY PIER 3/4" — 1'-0" 3" METAL ROOF DECK - (SEE PLAN) SEE ARCH. 1 1/2" DEEP 16 GA. HAT CHANNEL @ MID -HEIGHT (TYP) _8DECK BEARING 54.1 3/4" = 1'-0" #12 TEK SCREWS -- @ 12" ox. IN EACH DEC METAL DECKING (SEE PLAN) METAL STUD (SEE PLAN) ROOF DECK DIRECTION CHANGE #12 TEK SCREWS @ 12" ox. IN EACH DECK ° a a . METAL DECKING - - (SEE PLAN) INSTALL POUR STOP AT OPENINGS METAL STUD (SEE PLAN) FLOOR DECK DIRECTION CHANGE �2 DECK BEARING DETAIL S4.1 3/4" = 1'-0" (4HU3x070) C41/8"x3" w/ 3/4" OUTWARD FLANGES x14 GA. ROOF HAT CHANNEL (2) #12 SCREWS EACH SIDE @ EACH STUD #12 SCREWS @ 6" ox. Keystone Structural Engineering Residential & Com emal Psafess (mal Consldtants 531 Roselane Street Suite 150 Marietta, GA 30060 (404) 483-6921 `0 111611114 •���,� �\cENS� � • No. 721�- y ATE OF gL o R 10 P .Ga•�� ,�. �} •oil 3 ..A�%`N� REVISIONS PROJECT B rowa rd Development Climate Controlled Storage ADDRESS 6923 Gall Boulevard Zephyrhills, FL 33542 CLIENT B rowa rd Management, LLC ADDRESS 1126 South Federal Highway #375 Fort Lauderdale, FL 33316 SHEET TITLE FRAMING DETAILS Date: 01 /20/2022 PROJECT NUMBER 21262 SHEET NUMBER S401 P 1/4"�/ BEAM- SEE PLAN 1 /4I\ COLUMN -SEE PLAN -- � I I CL COLUMN AND PL I I I o I I II 3/8" STIFFENER PL. EACH SIDE - I i PL 3/4"x FLANGE WIDTH xl'-0" OR COLUMN WIDTH + 1" MIN. (4) 3/4" DIA. BOLTS \ - COLUMN -SEE PLAN FOR SIZE BEAM OVER COLUMN DETAIL 3/41' = 1'-0" 3" DEEP 20 GA. COMPOSITE FORMING DECK (2 SPAN CONDITION) 4"x2"x16 Ga. CONT. ANGLE ATTACH TO FLOOR DECK w/ #12 TEK SCREWS @ 4" o.c. & TO STUD TRACK @ 4" ox. AL SEE PLAN T.O. SLAB TRACK - ATTACH TO EA. — STUD FLANGE w/ #12 TEK EA. SIDE OF TRACK. 2" WIDExl6 GA 45° STRAP w/ (3) #12 TEKS, EA. STUD SIDE, EA. END, TYP. #12x3/4" TEK SCREW PANEL FASTENERS @ 12" o.c. CONT. ANGLE STRUT --- 2x4xl4 GAUGE LLV TOP OF PANEL. (3) #12 SCREWS PER STUD METAL WALL ' PANEL (SEE PLAN) 3/8"x"L" A36 SINGLE SHEAR PLATE BEAM - SEE PLAN — 5/16 \ 3/4" DIA. A325 BOLTS TYPE N "N" = NUMBER OF BOLTS BEAM SIZEPLATE LENGTH NUMBER OF BOLTS W24 1'-9" 7 6 5 W21 V-6" W 18 W16 1'-3" 1'-0" 4 3 W12-W14 W8-W10 0'-9" 0'-6" 2 2� BEAM TO COLUMN DETAIL S4.2 / 3/4" = 1'-0" -- #12 TEKS @ 4" C/C (3) #12 TEK SCREWS ATTACHMENT OF TRACK �\ TO STUD AT STRAP -- . - BRACE TOP \ ATTACHMENT EACH SIDE --- J~ TYPICAL \ cn \ W ' NOTE: 16 GA. STRAP NOT NEEDED IF WALL PANEL IS CONTINUOUS TO UNDERSIDE OF DECK, FULLY BRACING THE STUD. NON -LOAD BEARING. SHEAR WALL (4CS2x059 @ 30" o.c. MAXIMUM) .. - f-_.�.:-- NOTE: FASTEN PANELS TO BOTTOM TRACK W/ #12x3/4" TEK SCREW PANEL FASTENERS @ 12" o.c. CONC. SLAB w/ METAL FLOOR COMPOSITE DECK (SEE PLAN) \ / or 6CS2.5x059 PARAPET / HORIZONTAL BRACE - 2" WIDEx16 GA 45' STRAP w/ (3) #12 TEKS, - __ _ _ EA. STUD SIDE, EA. -- . _ •_ _ _. _... END, - - -- TYP. CONT. ANGLE STRUT 2x4x14 GAUGE LLV TOP - - OF PANEL. (3) #12 \ SCREWS PER STUD METAL WALL PANEL (SEE PLAN) SHEAR WALL STRAP BRACING ABOVE METAL PANEL (TRANSVERSE SHEAR WALL 3/4" = 1'-0" METAL WALL PANEL (SEE PLAN) 1/2" DIA. HILTI KWIK BOLT TZ- CS (2" EFFECTIVE EMBED) w/ WASHER AT 30" O.C. - COMPOSITE CONCRETE METAL FLOOR DECK, (SEE PLAN) - 3" DEEP 20 GA. COMPOSITE FORMING DECK (3 SPAN CONDITION) \ % (3) #12 TEK SCREWS \ ATTACHMENT OF SEE PLAN /� TRACK TO STUD AT o T.O. SLAB _ _ _: _ - STRAP BRACE TOP — „--_ r- ATTACHMENT EACH SIDE TYPICAL 2 � w \ w CHANNEL �- ;- _..— -- -- TRACK 2" WIDEx16 GA 45' STRAP w/ (3) #12 TEKS, EA. STUD SIDE, EA. _ END,__- TYP. \ -- CONT. ANGLE STRUT 2x4x14 GAUGE LLV TOP OF PANEL. (2) #12 SCREWS PER STUD - - BEARING SHEAR WALL (BSW), SEE PLAN #12x3/4 " TEK SCREW PANEL FASTENERS NOTE: NOTE: @ 12" o.c. 16 GA. STRAP NOT NEEDED IF FASTEN PANELS TO BOTTOM WALL PANEL IS CONTINUOUS TO TRACK W/ #12x3/4" TEK SCREW METAL WALL - UNDERSIDE OF DECK, FULLY PANEL FASTENERS @ 12" o.c. PANEL BRACING THE STUD. (SEE PLAN) SHEAR WALL STRAP BRACING ABOVE METAL PANEL 3/41' = 1'-0" CONC. SLAB w/ METAL FLOOR COMPOSITE DECK (SEE PLAN) or 6CS2.5x059 PARAPET HORIZONTAL BRACE 2" WIDEx16 GA 45* STRAP w/ (3) #12 TEKS, - - EA. STUD SIDE, EA. -- -- _ - _ - END, - - TYP. -- - - CONT. ANGLE STRUT \ 2x4x14 GAUGE LLV TOP OF PANEL. (3) #12 \ SCREWS PER STUD METAL WALL PANEL (SEE PLAN) STRAP 2" x 16 GAUGE x 50 ksi MATERIAL. ATTACH TO STUD ABOVE AND BELOW FLOOR WITH (6) #12 TEK SCREWS. APPLY DIRECTLY FLUSH TO METAL MEMBERS AND NOT OVER ANY SHEATHING T.O. SLAB Co -- 00 — NOTE; THE DETAIL APPLIES ONLY AT THE TOP FLOOR (SUPPORTING ROOF FRAMING ONLY) - STUD @ SHEAR WALL ENDS - BOTTOM TRACK FLOOR SYSTEM - TOP TRACK PERIMETER STUD TIE BETWEEN FLOORS DETAIL 3/4" = 1'-0" CL WALL i SIMPSON S/HDU4 w/ 5/8" DIA. ANCHOR BOLT oL T.O. SLAB (SEE PLAN) NOTE; THE DETAIL APPLIES ONLY AT THE TOP FLOOR (SUPPORTING ROOF FRAMING ONLY) 29 GAUGE PBU PANEL ON ONE SIDE OF WALL TO 8' - 4" MINIMUM WITH STRAP BRACES ABOVE TOP OF PANEL — STUD @ SHEAR WALL ENDS s END OF SHEAR WALL HOLD-DOWN DETAIL S4.2 3/4" = 1'-0" CL WALL NOTE: 1. CONTRACTOR SHALL COORDINATE LOCATION & SIZE OF ALL ROOF OPENINGS WITH EQUIPMENT SELECTED 9 TYP. ROOF OPENING DETAIL 2 1/2" LEG B TRACK s 4" LEG \ LT. GA STUD V1 (SEE PLAN) ATTACH FLOOR DECK T( BEAM w/ #12 TEKS @ 6" 4 1/8"x3"xMATCH STUD GAUGE CHANNEL TRACK x CONT. w/ (2) #12 TEKS EACH STUD (TYP.) w/ 1/2" DIA. HILTI KWIK BOLT TZ-CS (2" EFFECTIVE EMBED) w/ WASHER AT 30" O.C. AT SHEAR WALL 1/2" DIA. HILTI KWIK (3) (2" EFFECTIVE EMBED) w/ WASHER AT 30" O.C. AT NON -SHEAR WALL CONC. SLAB w/ METAL FLOOR COMPOSITE DECK (SEE PLAN) =L BEAM AN) FLOOR Wx BEAM DETAIL _3 DECK BEARING sa.2 3/4" = 1'-0" CLIP ANGLE 12 GAUGE 2x2x3 LONG. ATTACHED TO SLAB W/ 3/8" DIA. HILTI KWIK BOLT TZ-CS (2" EFFECTIVE EMBED) w/ WASHER AT 30" O.C. AT SHEAR WALL 1/2" DIA. HILTI KWIK (3) (2" EFFECTIVE EMBED) w/ WASHER AT 30" O.C. AT NON - SHEAR WALL O ` ATTACH TO POST ATTACH TO POSti WEB W/ (4) #12 WEB W/ (6) #12 TEKSCREWS TEKSCREWS SINGLE STUD NOTE; TRACK NOT SHOWN FOR CLARITY BOX HEADER ATTACHMENT BACK-TO-BACK 2" LEG TRACK x HEADER DEPTH, SAME GAUGE AS STUD. TRACK WIDTH EQUAL TO DOUBLE STUD HEADER WIDTH. ATTACH HEADER TO TRACK AND TRACK TO HEADER SUPPORT PER HEADER CONNECTION SCHEDULE ON S0.1 _._ _ ATTACH METAL DECK TO HEADER PER METAL DECK ATTACMENT PATTERN BACK -BACK/ POST BASE POST BASE ATTACHMENT TO SLAB 3/4" = 1'-0" B \ -- TOP AND BOTTOM 2" LEG TRACK x HEADER WIDTH, SAME GAUGE A A AS STUD. #12 SCREWS AT 12" \ \ O.C. EACH FLANGE --- (2) STUD HEADER FACE OF STUD OR BOX HEADER �— CONNECT DBL. STUDS w/ (2) ROWS OF #12 TEK SCREWS @ 12" o/c (TYP.) SECTION A DOUBLE "C" STUDS, BACK TO BACK, SEE PLAN. - OR HSS COLUMN \io\ BOX HEADER BEARING DETAIL 0'- 0 3/4" MAX. EDGE DISTANCE 0'- 0 3/4" MAX. EDGE DISTANC - C8 TRACK BEYOND SECTION B SECTION B SECTION B (@ C8 2x STUD JAM) I ' K1 Keystone Structural Engineering Residential & CcmimeiviW Profesaonal Ccm%dtants 531 Roselane Street Suite 150 Marietta, GA 30060 (404) 483-6921 ,,111111811 F CR NSF• L � Q1: No. 72It � i A: ATE OF �WLo ID #�";/0N*M_ E�.%�• REVISIONS PROJECT B rowa rd Development Climate Controlled Storage ADDRESS 6923 Gall Boulevard Zephyrhills, FL 33542 CLIENT B rowa rd Management, LLC ADDRESS 1126 South Federal Highway #375 Fort Lauderdale, FL 33316 SHEET TITLE FRAMING DETAILS Date: 01 /20/2022 PROJECT NUMBER 21262 SHEET NUMBER S402 t; 24 GA ULTRA-DEK STANDING SEAM METAL ROOF (SSMR) ATTACHMENT PER MANUFACTURER SPECIFICATIONS. (BASED ON MBCI EAVE TO ENDLAP DETAIL (8) #12x1 HEX HEAD TEK SCREWS SEE ARCH'L CV 5/8" DENSE GLASS GOLD wl S12 BUGLE HEAD (S.S.) SMS @ 6"o/c METAL STUDS, -- - - (SEE PLAN) 6 1/8'k2 1/2'k16 A. METAL TOF' TRACK w/ (2) #12 TEK SCREWS STUD (TYP.) / SSMR BRG. _. / SEE ARCH'L (1) 6CS2.5x059 GAUGE "CEE" TYPE METAL STUD HEADER STEEL NETWORK STIFFCLIP - - CL362-68 (OR EQUIVALENT) wl (4) #12 SCREWS MIN. C10CS2.5x059 CONTINUOUS HORIZONTAL PERIMETER CEE w/ (4) #12 TEK SCREWS EACH STUD & (8) #12 TEK SCREWS TO C6CS2.5x059 PARAPET BRACES (NO SPLICES BETWEEN C6CS2.5x059 PARAPET BRACES) METAL WALL PANEL (SEE PLAN). FASTEN PANELS TO CONT. PERIMETER ANGLE W/ #12x3/4" TEK SCREW PANEL FASTENERS @ 12" o.c. 24 GA ULTRA-DEK STANDING SEAM METAL ROOF (SSMR) SSMR ATTACHMENT CLIP BY SSMR ROOF PROVIDER %1 SEE ARCH'L T.O. PARAPET (8) #12xl HEX HEAD TEK - SCREWS 5/8" DENSE GLASS GOLD --- w/ S12 BUGLE HEAD (S.S.) SMS @ 6"o/c METAL STUDS, (SEE PLAN) - 6 1/8"x2 1/2"xl6 GA. METAL TOP TRACK w/ (2) #12 TEK SCREWS EACH STUD (TYP.) 9" (BASED ON MBCI HIGH EAVE PARAPET DETAIL) 2" (BASED ON MBCI HIGH EAVE PARAPET DETAIL) SSMR ATTACHMENT CLIP BY SSMR ROOF PROVIDER 24 GA ULTRA-DEK STANDING SEAM METAL SSMR BRG. ROOF (SSMR) OL SEE ARCH'L (1) 6CS2.5x059 GAUGE "CEE" TYPE METAL STUD PARAPET BRACE -- STEEL NETWORK STIFFCLIP CL362-68 (OR EQUIVALENT) w/ (4) #12 SCREWS MIN. C10CS2.5x059 CONTINUOUS HORIZONTAL PERIMETER CEE w/ (4) #12 TEK SCREWS EACH STUD & (8) #12 TEK SCREWS TO C6CS2.5x059 PARAPET BRACES (NO SPLICES BETWEEN C6CS2.5x059 PARAPET BRACES) - METAL WALL PANEL (SEE PLAN). FASTEN PANELS TO CONT. PERIMETER ANGLE W/ #12x3/4" TEK SCREW PANEL FASTENERS @ 12" o.c. 1 LOW EAVE DETIAL 2 FLOOR DECK BEARING s4.3 3/4" = 1'-0" (s4.3 3/4" = 1-011 4CS2.5xO59 PONY STUD w/ (4) #12x1 HEX HEAD TEK SCREWS INTO THE WEB OF EACH CROSS BEAM AND (6) 6Z2.5x059 PURLIN j #12x1 INTO WEB OF PURLIN 8 \ (4) #12xl HEX HEAD - 1 TEK SCREWS (2) 6CS2.5x059 CEE HEADERS DROP HEADER AT CONT. 4CS2.5X059 STRUT. i (2) 4CS2.5xO59 COLUMN .5 HEADER BEARING DETAIL S4.3 3/411 = 1'-011 USE AT ALL LOCATIONS WHERE A SPLICE IS REQUIRE . 9 CONTINUOUS ANGLE SPLICE 4.3 3/4" = 1'-0" 2'- 2" TOTAL LAP TO C.L. 1' -1" TO C.L. o 0 o o U O O o a SCREWS AT ZEE PURLIN - ZEE PURLIN (TYPICAL) LAP CONNECTIONS. (4) SEE PLAN (12) #12xl HEX HEAD TEK SCREWS AT MID -SPLICE THROUGH COLUMN i CEE SECTION STEEL - COLUMN (SEE PLAN) "7' TYPICAL PURLIN SPLICE DETAIL S4.3 3/4" = 1'-0" STEEL NETWORK STIFFCLIP CL362-118 (OR EQUIVALENT) w/ (9) #12 SCREWS PER LEG 000 aooar I I I / 2.5xO59 PURLIN / I J 1 \� (6) #12 SCREWS PER LAPPED CONNECTION S2.5x070 CEE HEADERS DROP :ADER AT CONT. 4CS2.5XO59 'RUT. I I % 4CS2.5x059 COLUMN III I 2' - 6" 2' 6" ZEE PURLIN BEARING DETAIL 3/411 -011 3/4"x5" LONG HEADED STUDS @ 12" ox. F.F.E. L4x4x3/8"xl0'-0" LONG C, COLUMN BRACE WITH 3 LONG HEADED STUDS O.C. AT EACH CANOPY SUPPORT COLUMN ;o ANGLE BRACE PARALLEL TO DECK FLUTES S4.3 3/4" = 1'-0" ROOF BEAM (SEE PLAN) ZEE PURLIN (TYPICAL) SEE PLAN (9) #12xl HEX HEAD TEK SCREWS AT ZEE PURLIN LAP CONNECTIONS. (3) SCREWS AT MID - SPLICE THROUGH COLUMN INTERIOR COLUMN (SEE PLAN) ZEE PURLIN (TYPICAL SEE PLAN 4CS2.5xO70 METAL STUD @ 16" ox. MAX. (2) 4CS2.5xO59 DOUBLE STUDS (BACK TO BACK) (2) 6CS2.OxO70 BOX HEADER w/ 4T2.OxO70 TOP AND BOTTOM TRACK WITH (2) 4CS2.5xO59 STUDS EACH SIDE OF OPENING. SEE DETAIL 1 O/S4.2 ` PLATFORM CART - (3) #12 HEX HEAD TEK SCREWS AT ZEE na 'ION NOTE: STANDING SEAM ROOF NOT SHOWN FOR CLARITY (SEE ARCH.) �1 SEE ARCH'L T.O. PARAPET (3) #12x1 HEX HEAD TEK - - SCREWS AT ZEE PURLIN CONNECTION TO WALL STUD METAL STUDS, (SEE PLAN) 6 1/8"x2 1/2'k16 GA. / METAL TOP TRACK w/ (2) #12 TEK SCREWS EACH STUD (TYP.) 6 1/8x3"x105 x CONT (SLOPE). / PERIMETER TRACK. PROVIDE STUD AT EACH END OF TRACK) j (2)#12 TEK SCREWS @ EACH EACH STUD TRACK LEG) SEE ARCH'L __. T.O. ROOF 6Z2.25x059 ZEE PURLIN CONT. -- C10CS2.5x059 CONTINUOUS HORIZONTAL PERIMETER CEE w/ (4) #12 TEK SCREWS EACH STUD & (8) #12 TEK SCREWS TO C6CS2.5x059 PARAPET BRACES (NO SPLICES BETWEEN C6CS2.5x059 PARAPET BRACES) \� METAL WALL PANEL (SEE PLAN) (3 PARAPET SECTION S4.3 T 3/411 - 1'-011 i Cr O L3 V Q I [l0 ELEVATED UNIT SECTION 3/411 -011 ATTACH 29 GAUGE PBU PANEL TO SUPPORTS WITH #12 TEK SCREWS AT 6" O.C. INTERIOR COLUMN (SEE PLAN) TYPICAL PARTITION SHEAR WALL DETAIL 3/411 = 1'-011 II I I 4CS2.5xO59 METAL STUD JOIST @ 16" o.c. MAX. w/ (4) #12 TEK SCREWS ON EACH END (COPE AS NEEDED TO FIT INBETWEEN BACK TO BACK STUDS) II �I II II I 1 / CART STORAGE COL. 1/2"x6"x12" LONG A36 STEEL TOP & BOT. PLATE I 11-01, I- I /4 C% I I � O STEEL BEAM O (SEE PLAN) I 0 HSS COLUMN (SEE PLAN) 1/4� TOP & BOT 5/16" / 12 MOMENT CONN. M S4.3 3/4" = 1'-011 1 ! 1 1 i - -'- 1 ! --- '---r 1 , 1 , - L-Y r 1 1 ! Keystone Structural Engineering -- \(TYP.) Residential & Ccxnmercial ProYe,.4onal C-m%dtants- 531 Roselane Street Suite 150 Marietta, GA 30060 (404) 483-6921 COLUMN 1/4" / `�.`�AN F. CR SEE ------- R-, - c E PLAN HSS BEAM SEE PLAN *; No. 72t " •. ERECTIO N TAB - • ATE OF Q. ;�'•, •'k. o0 [RtG�a. .S/ONA,���`� �i #$##1111♦ 1/4" REVISIONS 12-19-2022 2 % REVISION #5 TYP. CONN. OF TUBE BM. TO COL. 3/411 = 1'-011 # \J I I (1) #4's CONT. - @ ENTIRE PERIMETER AL TOP OF SLAB \ (23' - 4") I I I I HSS6x4"xl/4" - 3/8" x8" x 6" A36 FACE PLATE HSS6x6x 1 /4" OUTRIGGER �1 T/HSS \ J (20' - 4") i PRE-ENGINEERED ALUMINIUM CANOPY BY SPECIALTY DESIGN ENGINEER HSS6x6xl/4" - OUTRIGGER 3/8" x8" x 6" A36 FACE PLATE (1) #4's CONT. @ ENTIRE PERIMETI TOP OF SLAB TMSS i (8'- 61/2' /WELD ALL j ACCESSIBLE 1/4 SURFACES 7111, L4x4x3/8"x10'-0" LONG CANOPY COLUMN BRACE WITH 3/4'k5" LONG HEADED STUDS @ 12" o.c. AT EACH CANOPY SUPPORT COLUMN \--1" TYP. WELD ALL ACCESSIBLE fi 1/4 ------<SURFACES I i I I T/HSS HSS6x4"xl/4" HSS COLUMN (SEE PLAN) 11 CANOPY SECTION. s4.3 3/4" = 1'-0" PROJECT B rowa rd Development Climate Controlled Storage ADDRESS 6923 Gall Boulevard Zephyrhills, FL 33542 CLIENT B rowa rd Management, LLC ADDRESS 1126 South Federal Highway #375 Fort Lauderdale, FL 33316 SHEET TITLE FRAMING DETAILS Date: 01 /20/2022 PROJECT NUMBER 21262 SHEET NUMBER S4.3 r, Go a z z g 0 U HORZ. REINF. AT TOP - AND BOTTOM OF OPENINGS BOND BEAM AT TOP OF WALL VERT. REINF. AT EACH SIDE OF BOND BEAM AT ROOF LEVEL (MATCH ROOF SLOPE) OPENINGS C.J. VERT. REINF. - - VERT. REINFORCING AT WALL ENDS AND EACH SIDE OF INTERSECTIONS CONTROL JOINT 71- 24" MIN. BUT NOT LESS THAN 40 BAR DIA'S. --- i, SEE PLAN FOR PILASTER REINFORCING ADDITIONAL SEE NOTE #2 VERTICAL BARS NOTES: 1. REINFORCING SHOWN SHALL BE MINIMUM #4 RE -BAR UNLESS SHOWN OTHERWISE ON PLANS AND DETAILS. 2. SEE PLANS FOR PILASTER LOCATIONS. SEE DETAILS FOR REINFORCING SIZE AND TIE SPACING. DOWEL VERTICAL REINFORCING INTO FOOTING. MASONRY WALL REINFORCING 3/4" = 1'-0" 51/2" TOTAL CONCRETE w/ METAL COMPOSITE FLOOR DECK / (SEE PLAN) EL. (SEE PLAN) OKI (2) 8" DEEP (16" TOTAL), GROUT FILLED, L6"x4"x1/4" (LLV) x CONT. w/ DEPRESSED WEB 3/4" 0 EXP. ANCHORS BOND BEAMS w/ (1) #5 @ 24" o.c. x4" EMBED. CONT IN EACH. \ - GROUT STOP 8" CMU WALL (SEE PLAN) FLOOR DECK BEARING (_1_ S4.4 3/4" = 1'-0" STANDING SE) (SEE ARCH.) ELEV. (2) 8' DEEP (16 TOTAL), GROU FILLED, DEPRE WEB BOND BE (1) #5 CONT IN 8" CMU WALL (SEE PLAN) 3n RAR DIA VERT. REINF. DOWEL INTO F' FILL CELLS w/ C HORIZ. JOINT R SEE ARCH. DW 8 CORNER WALL DETAIL 4.4, 3/4" = 1'-0" (2) 8" DEEP (16" TOTAL), GROUT FILLED, DEPRESSED WEB BOND BEAMS w/ (1) #5 CONT IN EACH. 8" CMU WALL (SEE PLAN) IT. BOND M REINF. w/ ED CELLS 5 1/2" TOTAL CONCRETE w/ METAL COMPOSITE FLOOR DECK (SEE PLAN) EL.— - T - Y— SEE PLAN - L4x6xl/4" (LLV) w/ 3/4" 0 EXPANSION BOLTS @ 24" o.c.(4" EMBED.) GROUT STOP 12 FLOOR DECK BEARING .. _ ._ S4.4 3/4" = 1'-0" 6 1/8"x2 1/2"x16 GA. METAL TOP -- 6CS2.5X0.59 TRACK w/ (2) #12 TEK SCREWS EACH PURLIN STUD (TYP.) 24 GA ULTRA-DEK STANDING SEAM METAL ROOF (SSMR) ATTACHMENT PER MANUFACTURER T.O. PLATE SPECIFICATIONS. (BASED ON MBCI SAVE TO ENDLAP DETAIL CONT. BEARING 3/8"x5" 6CS2.5x059 CONT. GA. METAL WITH 3/4"x5" LG. HEADED BOTTOM TRACK w/ (2) #12 TEK STUDS @ 2'-0" O.C. SCREWS EACH STUD (TYP.) & (2) 1/4"x1 1/4" EMBED TAPCONS @12" o.c. EL. VARIES (2) 8" DEEP (16" TOTAL), GROUT FILLED, DEPRESSED WEB BOND COORD. WITH PEM BEAMS w/ (1) #5 CONT IN EACH. L 6x4xl/4" (LLV) x CONT. P.E.M.B. ANGLE w/ 3/4" 0 GROUT STOP, TYP. EXPANSION ANCHORS x0'4' EMBED @ 24" o.c. (TYP.) J #5 VERTICAL WALL REINFORCEMENT = @ 16" o.c.(SEE PLAN) GROUT STOP 24 GA ULTRA-DEK STANDING SEAM METAL ROOF (SSMR) SSMR ATTACHMENT CLIP BY SSMR ROOF PROVIDER 6CS2.5x059 METAL STUDS 4 1/8"x3"x16 GA. CHANNEL TRACK x CONT. w/ (2) #12 TEKS EACH STUD (TYP.) w/ 1/2" DIA. HILTI KWIK BOLT TZ-CS (2" EFFECTIVE EMBED) w/ WASHER AT 30" O.C. AT SHEAR WALL 8" MASONRY WALL (SEE ARCH.) ,4 ELEVATOR SECTION 16 � S.S.M.R. BEARING DETAIL S4.4 3/4" = 1'-0" 4.4 3/4" = 1'-011 CONTRACTOR,COO WITH ELEVATOR MANUFACTURER REQUIREMENTS ELEV. STANDING SEAM (SEE ARCH.) i :EL NETWORK STIFFCLIP - 162-68 (OR EQUIVALENT) w/ M2 SCREWS MIN. (2) 8" DEEP (16" TOTAL), GROUT FILLED, DEPRES: WEB BOND BEAN (1) #5 CONT IN EA 8" CMU WALL (SEE PLAN) 6CS2.5X0.59 PURLIN T.O. PLATE CONT. BEARING 3/8"x5" WITH 3/4"x5" LG. HEADED STUDS @ 2'-0" o.c. :L. VARIES ;OORD. WITH PEM L 6x41/4" (LLV) x CONT. P.E.M.B. ANGLE w/ 3/4" 0 EXPANSION ANCHORS x0'-4" EMBED @ 24" o.c. (TYP.) GROUT STOP 0 HORIZ. JOINT REINF. SEE ARCHITECTURAL PROVIDE PREFAB "T' AT INTERSECTION COORD. VERT WALL REINF. w/ PLANS. SILL CELL w/GROUT fYP L5x31/2x1/4", LLV, w/ 3/4"0 EXPANSION BOLTS @ 24" o.c. (4" EMBED) 51/2" TOTAL CONCRETE w/ METAL COMPOSITE FLOOR DECK (SEE PLAN) OT.O. SLAB SEE PLAN 'Ile 8" MASONRY WALL SEE PLAN T.O, SLAE3- SEE PLAN /4" X 1 1!2" X 28" STRAP % .- (2) 8" DEEP (16" TOTAL), \T 4'-0" ON CENTER LT. GA. STEEL CHANNEL -� / GROUT FILLED, (SEE PLAN) DEPRESSED WEB BOND BEAMS w/ (1) #5 CONT IN L 4"x4"xl/4" VERT. CLIP ANGLE x FULL \ EACH. HEIGHT, ONE SIDE OF EACH LT. GA. STEEL - GROUT STOP 2"---- 24" 2" INTERSECTING WALL DETAIL 3/4" = 1'-0" #12 TEK SCREWS 5 1/2" TOTAL CONCRETE w/ IN EACH FLUTE METAL COMPOSITE FLOOR DECK OR ROOF DECK (SEE PLAN) —T.OSLAB `-FSEE PLAN 47 i L4x6xl/4" (LLV) w/ 3/4" —� 9 0 EXPANSION BOLTS (2) 8" DEEP (16" TOTAL), @ 24" o.c.(4" EMBED.) GROUT FILLED DEPRESSED WEB BOND BEAMS w/ (1) #5 CONT IN \ EACH. NOTE: — GROUT STOP DECK SPAN DIRECTION CHANGES AT SIMILAR CONDITION. 8" CMU WALL (SEE PLAN) ELEVATOR SECTION 3/4" = 1'-0" 24 GA ULTRA-DEK STANDING SEAM METAL ROOF (SSMR) 6Z2.25x059 ZEE PURLIN CONT. II II (4) #12x1 HEX HEAD TEK 6CS2.5x059 CONT. GA. METAL SCREWS @ EACH STUD BOTTOM TRACK w/ (2) #12 TEK �'' 6CS2.5x059 METAL STUDS SCREWS EACH STUD (TYP.) & (2) 1/4"x1 1/4" EMBED TAPCONS @12" o.c. METAL WALL PANEL (SEE PLAN) (2) 8" DEEP (16" TOTAL), GROUT - FILLED, DEPRESSED WEB BOND — 4 1/8"x3"x16 GA. CHANNEL TRACK x CONT. BEAMS w/ (1) #5 CONT IN EACH. w/ (2) #12 TEKS EACH STUD (TYP.) w/ 1/2" DIA. HILTI KWIK BOLT TZ-CS (2" EFFECTIVE EMBED) w/ WASHER AT 30" O.C. AT SHEAR WALL GROUT STOP, TYP. 8" MASONRY WALL (SEE ARCH.) #5 VERTICAL WALL REINFORCEMENT @ 16" o.c.(SEE PLAN) PURLIN BEARING DETAIL STAIRS 3/4" = 1'-0" DOUBLE HEADER ATTACHMENT 2 1/2" LEG TRACK x HEADER DEPTH, SAME GAUGE AS STUD. TRACK WIDTH EQUAL TO DOUBLE STUD HEADER WIDTH. ATTACH HEADER TO TRACK AND TRACK TO HEADER SUPPORT PER HEADER CONNECTION SCHEDULE ON S0.1 --- ATTACH METAL DECK TO HEADER PER METAL DECK ATTACMENT PATTERN - - . ♦ 4 ♦ f ♦ 4 -� B SECTION B DOUBLE HEADER --� BOX HEADER BEYOND (SEE PLAN) --- - _ - - A CONNECT DBL. STUDS _ w/ (2) ROWS OF #12 TEK �- - FACE OF STUD SCREWS @ 12" o/c (TYP.) �— DOUBLE "C" STUDS, BACK TO BACK, SEE PLAN. SECTION A OR HSS COLUMN L� " MAX. STANCE CHANNEL TYP. w/ (SEE PLAN) #12 TEK SCREWS & (2) 3/4 "0 EXP. ANCHORS x4" EMBED. L.G. CHANNEL BEAM BEARING S4.43/4" = 1'-0" of 3" L4x4x3/8"xl' - 4" LONG CLIP ANGLE (SHIP 1 END LOOSE) (3) 3/4" DIA. THREADED ROD TOP AND BOTTOM. INSTALL - w/ HILTI HIT HY-70 IN GROUT FILLED CELLS PER THE MANUFACTURERS _ SPECIFICATIONS (EMBED 6") HSS6x6xl/4" -- - OUTRIGGER@ --__--- CANOPY BRACES T�.O.ST_EEL r'CON 3/8" x8" x 6" A36 FACE PLATE WELD ALL\ HSS 4"x1l4" ACCESSIBLE } --- 7 1/2" -1 1/2" SURFACES 1/4 _ - - -- 5 1/2" @ BRICK_ 2" @ EIFS L4x4x3/8"x1' - 4" LONG CLIP ANGLE (SHIP 1 END LOOSE) (3) 3/4" DIA. THREADED ROD TOP AND BOTTOM. INSTALL w/ HILTI HIT HY-70 IN GROUT FILLED CELLS PER THE - - - MANUFACTURERS SPECIFICATIONS (EMBED 6") HSS6x6"x1/4" -- - - I OUTRIGGER (14' -10") @ EACH CANOPY BRACE HANGER - T.O.STEEL \\ N (14' 7")\1 3/8"x10"x14'-8" - -- - LONG A36 CANOPY MOUNTING PLATE cam' (CENTERED) co 0 (V co WELD ALLY _-- ACCESSIBLE SURFACES/ 1/4 r 7 1/2"1 114 ie �HSS6x4"x1/4" 5 1/2" @ BRICK_, 2" @ EIFS I F.F.E. L4x4x3/8"xl' - 4" LONG CLIP ANGLE (SHIP 1 END LOOSE) -- N �T.O.STEEL ° (8- - 61/2") I HSS6x4"x1/4" -- N WELD ALL ACCESSIBLE 71/2" -11/2" SURFACES/ 1/4 (3) 3/4" DIA. THREADED ROD TOP AND BOTTOM. INSTALL w/ HILTI HIT HY-70 IN GROUT FILLED CELLS PER THE MANUFACTURERS SPECIFICATIONS (EMBED 6") 55 CANOPY SECTION •4 3/4" = 1'-0" # , i 2" 5 1/2" @ BRICK or 2" @ EIFS io HSS6x6xl/4" OUTRIGGER @ \ CANOPY BRACES w---- --- C7 w 3/8" x8" x 6" A36 FACE PLATE or 3/8" x 10" x 14'- 8" LONG A36 CANOPY MOUNTING PLATE (CENTERED) — I -s CANOPY SECTION s4.43/4" = 1'-0" - 12xl2x3/8 A36 PLATE W/ (4) 3/4" DIA. THROUGH BOLT ANCHORS /WELD ALL ACCESSIBLE 1/� \SURFACES Kr Keystone Structural Engineering Re�identiW & Commercial Professl mal CoiLa&ants 531 Roselane Street Suite 150 Marietta, GA 30060 (404) 483-6921 V No.721�95� •.: ATE OF "4:' 017 In . S/QNAI. EN.�`• REVISIONS PROJECT B rowa rd Development Climate Controlled Storage ADDRESS 6923 Gall Boulevard Zephyrhills, FL 33542 CLIENT B rowa rd Management, LLC ADDRESS 1126 South Federal Highway #375 Fort Lauderdale, FL 33316 SHEET TITLE MASONRY DETAILS & SECTIONS Fate. 01 /20/2022 PROJECT NUMBER 21262 ELEVATOR SECTION 3/4" = 1'-0" "4 BOX HEADER BEARING DETAIL S4.4 3/4" = 1'-0" SHEET NUMBER S4m4 i Am APPLICABLE TO THIS PROJECT APPLICABLE TO THIS PROJECT APPLICABLE TO THIS PROJECT S C H E D U L E O F SPECIAL 1 N S P E CT1 O N SERVICES MATERIAL / ACTIVITY SERVICE Y/N EXTENT AGENT* DATE COMPLETED MATERIAL / ACTIVITY SERVICE Y/N EXTENT AGENT* DATE COMPLETED MATERIAL / ACTIVITY SERVICE YIN EXTENT AGENT* DATE COMPLETED 1705.3 Concrete Construction Y TA 1705.5 Wood Construction _ 1. Inspection of the fabrication process of wood structural elements and assemblies in accordance with Section 1704.2.5 - - - --- 2. For high -load diaphragms, verify grade and thickness of structural panel N Periodic Light - 1705.11.3 Cold -formed Steel Frame Construction Special Inspections for Seismic Resistance 1. Inspection during welding operations of elements of the seismic -force- resistin s stem Periodic _ MATERIAL / ACTIVITY SERVICE APPLICABLE TO THIS PROJECT 1. Inspection of reinforcing steel installation (see 1705.2.2 for welding) 2. Inspection of prestressing steel installation 3 Ins action of anchors cast in Shop (3) and field inspection - Shop (3) and field inspection Periodic - - --" Periodic --- - - In -plant review 3 P O -- - Field ins pection N/A _---- _ N/A Y/N EXTENT AGENT* DATE COMPLETED N - N/A Shop (3) and field inspection P N N/A 1704.2.6 _ Inspection of Fabricators Verifabrication/ ual control ty q ity _ __ _ __. _ _ - N Periodic - procedures cf In -plant review (3) Y Periodic T/A P concrete where allowable loads have been increased per section 1908.5 or where strength design is used Shop (3) and field inspection N Periodic Periodic or as required by the research report issued by an approved --- - -- - Periodic N/A ------ - --- _ -- - - sheathing agree with approved building laps - - Field inspection Field inspection - -- -- � Periodic -- -- Y_"-- 2. Inspections for screw attachment, bolting, anchoring and other fastening of components within the seismic -force - resisting system Shop(3)and field inspection N Periodic N/A 1705.1.1 Special Cases (work unusual in nature, including but not limited to alternative materials and systems, unusual design applications, materials and systems with special manufacturer's Submittal review, shop (3) and/or field inspection N N/A N/A --- - 3. For high -load diaphragms, verify nominal size of framing members at adjoining panel edges, nail or staple diameter and length, number of fastener lines, and that spacing between fasteners in each line and at edge margins agree with approved building plans 4. Metal -plate -connected wood trusses spanning 60 feet or greater: verify P g g � temporary and permanent restraint/bracing are installed in accordance with the approved truss submittal package N N/A N/A 4. Inspection of anchors and reinforcing steel post -installed in hardened concrete: Per research reports including verification of anchor type, anchor dimensions, hole dimensions, hole cleaning procedures, anchor spacing, edge distances, concretesource minimum thickness, anchor embedment and tightening torque - - --- Field inspection -- - --- Shop (3) and field inspection Shop 3 and field inspection P O Pe - Y TA 1706.11.4 Designated Seismic Systems Verification Inspect and verify that that the component label, anchorage or mounting conforms to the certificate of compliance in accordance with Section 1705.12.3 Periodic Field inspection N N/A 1705.2 Steel Construction 1. Fabricator and erector documents (Verify reports and certificates as listed in AISC 360, chapter N, paragraph 3.2 for compliance with construction documents) Submittal Review Y Each submittal - Periodic -... _ _ Periodic _ _ . T/A -- ---- ---- - -- , ,..a - _ _ .__.. _ N Periodic 1705.11.5 Architectural Components p Special Inspections for Seismic 1 ion d . Inspect during the erection and fastening of exterior cladding and interior and exterior veneer ..._ 2. Inspection during the erection and nonbof interior and exterior nonbearing walls - ------ - Field inspection -- N - Periodic --- ---- 5. Verify use of approved design mix 6. Fresh concrete sampling, perform and air content tests and determine temperature Y TA ___ Y Y - Y ContinuousResistanceslump _ TA TA TA _ . _.. N/A - N/A -- - N/A N/A 2. Material verification of structural steel -- _ _ 3. Embedments (Verify diameter, grade, type, length, embedment. See 1705.3 for anchors Shop (3) and field inspection _.. _ _.. -- _ _ . .. _ __ .. - Field inspection Y T/A N/A Y T/A T/A of concrete 7. Inspection of concrete and P shotcrete placement for proper application techniques -_-__ 8. Ins Inspection for maintenance of s ecified P curing temperature. and techniques 9. Inspection of prestressed concrete: - _ Shop (3) and field inspection _. Continuous _ 1705.E Soils - Field inspection P e Field inspection p -_--- . Field inspection F Id � sped - - TA TA _- TA TA -- -- -- 1. Verify materials below shallow rfY foundations are de uate to achieve q the design bearingcapacity.fastening 2. Verify excavations are extended to proper depth and have reached proper material _. .. _- 3. Perform classification and testing of controlled fill materials. 4. Verify use of proper materials, densities, and lift thicknesses during 9 placement and compaction of cQr�trolleri fill _-_... _._ .. 5. Prior to placement of controlled fill, observe subgrade and verify that site has been re _ prepared proper - 1705.7 Driven Dee Foundations P _ou--- Y Y ----- - Periodic -- -- - -- Field inspection P Field inspection N Periodic Periodic N/A 4. Verify member locations, braces, stiffeners, and application of joint PP 1 details at each connection comply with construction documents 5. Structural steel weldin : _g -- -. a. Inspection tasks Prior to Welding (Observe, or perform for each weld joint or member, the QA tasks listed i AISC 360, Table-N5.4-1) . _.. . _ _ __.. b. Inspection tasks During Welding (Observe, or perform for each welded joint or member, the QA tasks listed i _ ALSC_369� 4-2 c. Inspection tasks After Welding Field inspection Y Periodic _ . Shop (3) and field inspection Periodic _._ Periodic _ _ __. - - Shop (3) and field inspection ----._.. _. -. _ __ __ N N -- - N N - - -- - -- _ - - 3Inspection during anchorage of . access floors N N/A -- __ --- Shop (3) and field inspection __ __-_ _ ___ _„_ Shop (3) and field inspection --. _ _.. Observe or Perform as noted 4 O a. Application of prestressingforce Continuous - -- Continuous - Y Y _ ... Y _ en Periodic Continuous __ . ....... Periodic __ 1705.11.6 Mechanical and Electrical Components Special Inspections for Seismic. Resistance -- - 1. Inspection during the anchorage of electrical equipment for emergency or standby power systems - Field inspection -- Periodic - ---- - Y _ --- T/A T/A b. Grouting of bonded prestressing tendons in the seismic -force -resisting system_,___ -- - -- ---------- 10. Erection of precast concrete members -- a. Inspect in accordance with construction documents b. Perform inspections of welding and bolting in accordance with Section - - --.-.. _._ _...__ _ Field inspection _._ _ _ . _ _ _. ___ _- -- _ - Field inspection Field inspection --- - . _ _ In accordance with construction documents In accordance with S 1705 2 N --- TA _ ----- -- Y Observe (4) _-_.. _ __ _-____ Field inspection _-_ __ _.- _ -- .. - TA _.__. -- 2. Inspection during the anchorage of other electrical equipment ----- Field inspectionPeriodic � spedTA - - - actiondurin 3 Ins installation and P n (Observe, or perform for each welded Observe or Perform as T/A __ 1705.2 _ 1. Verify element materials, sizes and joint or member, the QA tasks listed Shop (3) and field inspection Y noted 4 lengths comply with requirements Field inspection N Continuous N/A 1 () 11. Verification of in -situ concrete 9 P Y eq in AISC 360 Table N5.4-3 _ ._... ___-- _ �._ strength, prior to stressing of tendons Review field testing and 2. Determine capacities of test elements d. Nondestructive testing (NDT) of in post tensioned concrete and prior to laboratory reports N Periodic N/A and conduct additional load tests, as Field inspection N Continuous N/A welded joints: see Commentary removal of shores and forms from required 1) Complete penetration groove eams.and_structural slabs __- - -- --- --- 3. Observe driving operations and Shop (3) or field ultrasonic g � welds 5/16" or greater in risk testing -100% N N/A N/A 12. Inspection of formwork for shape, Field inspection Y Periodic TA maintain complete and accurate Field inspection N Continuous N/A category III or IV lines, location and dimensions __. _ _.- _ _ _ records for each element w Complete penetration groove welds ry 11 or greater in risk category II ---- - 3) Thermally cut surfaces of access holes when material t > 2" Shop (3) or field ultrasonic testing -10% of welds minimumShop (3) and field inspection Y Periodic -_ T/A 13. Concrete strength testing and verification of compliance with construction documents Field testingand review of laboratory reports Y Periodic TA 4. Verify placement locations and lumbness, confirm a and size of hammer, record number of blows per foot of penetration, determiner required Pe �I penetrations to achieve design capacity, record tip and butt elevations Field inspection N Continuous N/A 1705.4 Mason Construction --- - - (A) Level A, B and C Quality Assurance: - --- - - -- Shop (3) or field magnetic Partical or Penetrant testin N _.. N/A N/A _ -- _ _. Shop (3) or field radiographic or Ultrasonic testing Verify Reports .__._ - _ __ __ Shop (3) and field inspection N/A 1. Verify compliance with approved submittals (B) Level B Quality Assurance: --- 1. Verification of fm and fAAC prior to construction Field ins inspection Y 4) Welded joints subject to fatigue when required by AISC 360, Appendix 3, Table 1 A-3. - - -- -- 5) Fabricator's NDT reports when fabricator performs NDT P _._. _ __ _ __ 6. Structural steel bolting: a. Inspection tasks Prior to Bolting (Observe, or perform tasks for each bolted connection, in accordance with QA tasks listed in AISC 360, Table N5.6-1 - b.lnspection tasks During Bolting (Observe the QA tasks listed in AISC 360, Table N5.6-2) -- -- 1) Pre -tensioned and slip -critical joints - - -- - - -- a) Turn -of -nut with matching markings - - - b) Direct tension indicator c Twist -off tension control type bolt N Y N/A - --- T/A _.. _ .. -- - - _ -- _--- - Periodic ---- - -- - Periodic TA - - - -- - and document n damage to docu e t any d g foundation element - -- - -- -- See Section 1705.2 --- -- See Section 1705.2 ----- - - _ Testing by unit strength method or prism test P - - FOR 5. For steel elements, perform additional inspections per Section 1705.2 - - - -- - 6. For concrete elements and concrete- filled elements, perform additions I inspections per Section 1705.3 - - 7. For specialty elements, perform additional inspections as determined by the registered design professional in responsible- 8. Perform additional inspections and tests in accordance with the construction documents N - - N -- N N NIA - N/A -- N/A - - Periodic _ _ Y - S Section 1705 3 See ec ion Field inspection - See ec ion S Section 1705.3 - __-- _.. .. _.. (C� Level C Quality Assurance: met Periodic -- - - --- - -- Y Observe or Perform as noted 4 () T/A _ - - _ 1. Verification of fm and fAAC prior to construction and for every 5,000 SF during construction - - - - - 2. Verification of proportions of materials in remixed or reblended P P mortar, prestressing grout, and grout other than self -consolidating grout, as delivered to thp­project site - - 3. Verify placement of masonry units Testing by unit strength method or prism test m,,,�,,,,,iP Y - Y TA -- In accordance with construction documents In accordance with construction documents Field inspection P� Periodic - - - _- Periodic -- - TA - - ----- Y Observe or Perform as noted (4) T/A N/A Field Inspection and testing N/A 1705.8 Cast -in -Place Deep Foundation 1.Observe drilling operations and maintain complete and accurate records for each element 2. Verify placement locations and plumbness, confirm element diameters, bell diameters (if applicable), lengths, embedment into bedrock (if applicable) and adequate end -bearing strata capacity. Record concrete or grout volumes _ 3. For concrete elements, perform additional inspections in accordance with ection 1705.3 - - ----- - 4. Perform additional inspections and tests in accordance with the construction documents N N/A - - - -- - Field inspection Field testing Field inspection - Y TA --- TA -_ TA TA Field inspection N Continuous Continuous _ ____ See Section 1705.3 N/A N _ N N - N N Y Y N/A N/A N/A - - N/A N/A N/A (D) Levels B and C Quality Assurance: 1. Verification of Slump Flow and Visual Stability Index (VSI) of self- consolidating grout as delivered to the project _ 2. Verify compliance with approved submittals - Y Continuous - Periodic Periodic Periodic -- Periodic . - -- - Field inspection See Section 1705.3 --- Field Inspection and testing N N/A N/A N/A _ - _ Y - -- d) Turn -of -nut without matching markings e) Calibrated wrench N/A N/A T/A 3. Verify proportions of site -mixed_ mortar, grout and prestressing grout for bonded tendons Field inspection Field inspection Y N - N --- N/A 2) Snug -tight joints c. Inspection tasks After Bolting (Perform tasks for each bolted connection in accordance with QA tasks listed in AISC 360, Table Observe (4) Perform (4) T/A 4. Verify grade, type, and size of reinforcement and anchor bolts, and prestressing tendons and anchorages - - 5. Verify construction of mortar joints Y TA TA - In accordance with construction documents - - inspection action p Y 1705.9 Helical Pile Foundations 7. Inspection of steel elements of P composite construction prior to concrete placement in accordance with QA tasks P listed in AISC 360 Table N6.1 N 6. Verify placement of reinforcement, connectors, and prestressing P g tendons and anchorages Y - - - Level B - Periodic TA 1. Verify installation equipment, pile dimensions, tip elevations, final depth, final installation torque and other data as required. Continuous N/A N/A Field inspection Field ins inspection N N/A Level C - Continuous - - -- 1705.2.2 Steel Construction Other Than_Structural_Steel -- - - - - _._ _ 7. Verify grout space prior to grouting Field inspection - Y -- - Periodic Continuous - - TA 2. Perform additional inspections and tests in accordance with the Field Inspection and testing N In accordance with construction documents N/A N/A _ _. N/A 1. Material verification of cold -formed steel deck: 8. Verify placement of grout and prestressing.groptfor bonded, tendon Field inspection _ Y _ _ _ construction documents 1705.10.1 Structural Wood Special Y Periodic _ Each submittal - Periodic T/A T/A Y Y TA TA a. Identification markings b. Manufacturer's certified test reports_ - 2. Connection of cold -formed steel deck to supporting structure: _ _ a. Welding Field inspection -- 9. Verify size and location of structural masonry elements Field inspection Field inspection P --- Periodic Inspections For Wind Resistance 1. Inspection of field gluing operations of elements of the main windforce-resisting system - - 2. Inspection of nailing, bolting, anchoring and other fastening components within Wing reistin the main windforce-resistin-q system Field inspection Shop (3) and field inspection N N N/A N/A Continuous Submittal Review Y Y - 10. Verify type, size, and location of anchors, including details of anchorage of masonry to structural members, frames, or other construction. Level B - Periodic - - Level C -Continuous -- _ - - -- --- Shop (3) and field inspection Periodic - -- - - T/A Field inspection - - - 1705.10.2 Cold formed Steel Special Inspections For Wind Resistance b. Other fasteners (in accordance with AISC 360,Section N6) 11. Verify welding of reinforcement (see 1705.2.2) Y -_ _ Continuous _..- _ _ N/A --- -. - . ___.. _. Y Y T/A -_ - T/A Periodic -- Continuous Continuous Shop (3) and field inspection N Periodic Periodic - N/A 1) Verify fasteners are in conformance with approved submittal _ _. -- 2) Verify fastener installation is in conformance with approved submittal and manufacturer's recommendations Periodic _ - . Periodic 12. Verify preparation, construction, and protection of masonry during cold weather (temperature below 40-F) or hot weather (temperature above 90-F) - - 13. Verifyapplication andinspectioncomponents PP measurement of prestressing force - 14. Verify placement of AAC masonry units and construction of thin -bed mortar joints (first 5000 SF of AAC masonry) Field inspection Y TA - 1.Inspection during welding operations of elements of the main windforce-resisting system - -. 2. Inspections for screw attachment, bolting, anchoring and other fastening of Po within the main windforce- resistingsystem 1705.10.3 Wind -resisting Components -- --.. -- -- Shop (3) and field inspection - Y -- TA TA - TA - Field N - N - N/A _- Field inspection N/A -- 3. Reinforcing steel - - - - ----- a. Verification of weldability of steel other than ASTM A706.. -_ _ --__ Shop (3) and field inspection - -- - - N/A _ N - - Continuous _ . - - - _ .. 1. Roof cladding g Shop (3) and field inspection Y Periodic Periodic - - - 2. Wall cladding - Shop (3) and field inspection Y Periodic Continuous N/A NA Field inspection N - - -- - -- 1705.11.1 Structural Steel Special Inspections for Seismic Res_ istance Inspection of structural steel in accordance with AISC 341 _ N N/A b, Reinforcing steel resisting flexural and axial forces in intermediate and special moment frames, boundary elements of special concrete structural walls and shear reinforcement c. Shear reinforcement d. Other reinforcing steel _. -- - -- 4. Cold -formed steel trusses spanning 60 feet or greater - g . a. Verify temporary and permanent restraint/bracing are installed in accordance with the approved truss submittal package N 15. Verify placement of AAC masonry units and construction of thin -bed mortar joints after the firs 1 ( t 5000 SF of AAC masonry) . _ _ 16. Verify properties of thin -bed mortar for AAC masonry (first 5000 SF of AAC masonry) 17. Verify properties of thin -bed ty p p mortar forAAC masonry (after the first 5000 SF of AAC masonry 18Prepare grout and mortar . specimens - - - - 19. Observe preparation of prisms Level B - Periodic N/A N/A N _ _. _ Level C -Continuous Shop (3) and field inspection In accordance with AISC 341 _ Field inspection _ N ._ Continuous NIA 1705.11.2 Structural Wood Special Inspections i nce or Seismic - - --- Inspection o field gluing 1. operations of elements of the P seismic -force resisting system 2. Inspection of nailing, bolting, anchoring and other fastening of components within the seismic -force -resisting system - - -- Continuous Periodic N/A N Continuous Periodic -- N N /A - - -- _ _ N/A - -- Field inspection N -. -- N Y - Level B Periodic N/A - -- N/A Field inspection P N - -- _ ._. _ . --- - _. -- Level C - Continuous Field testing 9 Level B - Periodic TA -- - Shop (3) and field inspection N N/A Field inspection N Periodic -- - - Level C - Continuous - - - - - Field inspection - - Level B - Periodic . - Level C -Continuous -- - TA Y F. anchorage of piping systems designed to carry hazardous materials, and their Field inspection N Periodic TA associated mechanical units 4. Inspection during the installation and - anchorage of HVAC ductwork that will Field inspection N Periodic N/A -- - contain hazardous materials 5. Inspection during the installation and anchorage of vibration isolations stems N Field inspection Periodic N/A 1705.11.7 Storage Racks Special Inspections for Seismic Resistance Inspection during the anchorage of storage racks 8 feet or greater in height Field inspection L Periodic TA 1705.11.8 Seismic Isolation Systems - Inspection during the fabrication and installation of isolator units and energy dissipation devices used as part of the seismic isolations stem Shop and field inspection N Periodic N/A 1705.12.1 Concrete Reinforcement Testing and Qualification for Seismic Resistance 1. Review certified mill test reports for each shipment of reinforcement used to resist earthquake -induced flexural and axial forces in reinforced concrete special moment frames, special Review certified mill test reports N Each shipment N/A --- structural walls, and coupling beams special str�Gtur_at walls -- - - - --- _connecting 2. Verify reinforcement weldability of ASTM A615 reinforcement used to resist earthquake -induced flexural and axial forces in reinforced concrete Review test N Each shipment N/A special moment frames, special reports structural walls, and coupling beams connectinq s ecial structural walls 1705.12.2 Structural Steel Testing and Qualification for N Seismic Resistance Test in accordance with the quality assurance reauirements of AISC 341 N Per AISC 341 N/A - 1705.12.3 Seismic Certification of Nonstructural Components_ N --- Certificate of compliance review Each submittal N/A Review certificate of compliance for designated seismic system components. N -- 1705.12.4 Seismic Isolation Systems N N/A Test seismic isolation system in accordance with ASCE 7 Section 17.8 Prototype testing Per ASCE 7 1705.13 Sprayed Fire-resistant Materia Is 1. Verify surface condition preparation of structural members Field inspection N Periodic N/A NIA 2. Verify application of sprayed fire- resistant materials Field inspection N Periodic _ 3. Verify average thickness of sprayed fire-resistant materials applied to structural_ n .bers 4. Verify density of the sprayed fire- resistant material complies with approved fire-resistant design - 5. Verify the cohesive/adhesive bond strength of the cured sprayed fire- resistant material Field inspection Field Inspection and testing Field Inspection and testing N N Periodic Per IBC Section 1705.13.5 N/A N/A N Per IBC Section 105.13.E N/A 1705.14 Mastic and Intumescent Fire Resistant Coatings___-_. Inspect mastic and intumescent fire- resistant coatings applied to structural elements and decks Periodic - Field inspection N N/A 1706.15 Exterior Insulation and Finish Systems (EIFS) 1. Verify materials, details and installations are per the approved construction documents 2. Inspection of water -resistive barrier over sheathing substrate Field inspection Y Periodic Periodic TA Field inspection Y TA 1705.16 Fire -Resistant Penetrations and Joints Field testing 1. Inspect penetration firestop N Per ASTM E2174 N/A 2. Inspect fire-resistant joint systems Field testing N Per ASTM E2174 N/A 1706.17 Smoke Control Systems . _ 1. Leakage testing and recording of device locations prior to concealment 2. Prior to occupancy and after sufficient completion, pressure difference testing, flow measurements, and detection and control verification N Field testing Field testing I N N Periodic Periodic N/A N/A I * INSPECTION AGENTS FIRM ADDRESS TELEPHONE NO. 1. 2. 3. 4. NOTES: 1. The inspection and testing agent(s) shall be engaged by the Owner or the Owner's Agent, and not by the Contractor or Subcontractor whose work is to be inspected or tested. Any conflict of interest must be disclosed to the Building Official prior to commencing work. The qualifications of the Special Inspector(s) and/or testing agencies may be subject to the approval of the Building Official and/or the Design Professional. 2. The list of Special Inspectors may be submitted as a separate document, if noted so above. 3. Special Insepctions as required by Section 1704.2.5 are not required where the fabricator is approved in accordance with IBC Section 1704.2.5.2 4. Observe on a random basis, operations need not be delayed pending these inspections. Perform these tasks for each welded joint, bolted connection, or steel element. 5. NDT of welds completed in an approved fabricator's shop may be performed by that fabricator when approved by the AHJ. Refer to AISC 360, N7 Are Requirements for Seismic Resistance included in the Statement of Special Inspections? No Are Requirements for Wind Resistance included in the Statement of Special Inspections? Yes Abbreviations: TA = Testing Agency FOR = Engineer of Record AOR = Architect of Record NIA = Not Applicable r r r , r , r , r Keystone Structural Engineering Residential & Commercial YTOtl'SSLOI Ccnsultaiits 531 Roselane Street Suite 150 Marietta, GA 30060 (404) 483-6921 F. Cf? '. No.721V V. R" ATE OF .Q toiakoP•���.` 0 N k A �1 +++++rit♦ REVISIONS PROJECT Broward Development Climate Controlled Storage ADDRESS 6923 Gall Boulevard Zephyrhills, FL 33542 CLIENT Broward Management, LLC ADDRESS 1126 South Federal Highway #375 Fort Lauderdale, FL 3331E SHEET TITLE SCHEDULE OF SPECIAL INSPECTIONS Date: 01 /20/2022 PROJECT NUMBER 21262 SHEET NUMBER MECHANICAL NOTES: GENERAL: 1. "VERIFY" SHALL MEAN CHECK CONDITIONS ON SITE AGAINST DRAWINGS AND SPECIFICATION AND ADJUST WORK TO MATCH EXISTING. OBTAIN RULING FROM OWNER ON ANY ITEMS REQUIRING CLARIFICATION 2. PROVIDE A COMPLETE FUNCTIONAL HVAC SYSTEM WITH ALL ACCESSORIES REQUIRED FOR PROPER OPERATION ALL IN ACCORDANCE WITH THE APPLICABLE STATE AND LOCAL AUTHORITY CODES, LAWS & ORDINANCES AND STATE AND LOCAL AUTHORITY ACCESSIBILITY LAWS AND ORDINANCES. 3. THE SYSTEMS SHALL BE FREE FROM ANY OBJECTIONABLE NOISES AND VIBRATIONS. 4. ALL MECHANICAL WORK & EQUIPMENT SHALL CONFORM TO THE CURRENT REQUIREMENTS OF ALL AUTHORITIES HAVING JURISDICTION. MECHANICAL WORK SHALL COMPLY WITH THE CURRENT EDITION OF THE FLORIDA MECHANICAL CODE & LOCAL AMENDMENTS, NFPA-54, NFPA-90A, SMACNA & ASHRAE GUIDELINES. 5. CONTRACTOR SHALL SECURE ALL PERMITS, INSPECTION CERTIFICATES, AUTHORITY APPROVALS AND PAY ALL RELATED FEES AND CHARGES. 6. ALL NEW MECHANICAL EQUIPMENT AND SYSTEMS SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR AFTER ACCEPTANCE BY THE OWNER. COMPRESSORS SHALL HAVE AN EXTENDED 4 YEAR COMPRESSOR (ONLY) WARRANTY. 7. THE CONTRACTOR SHALL CONFIRM AND ENSURE THAT ALL MECHANICAL WORK CONFORMS TO THE CURRENT REQUIREMENTS OF THE LOCAL BUILDING INSPECTION DEPARTMENT. 8. ALL MECHANICAL EQUIPMENT AND MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS AND RECOMMENDATIONS. 9. THE CONTRACTOR SHALL PREPARE DUCT CONSTRUCTION SHOP DRAWINGS, TO SCALE, (MIN. SCALE 1/4" =1 FT). SUBMIT TO THE OWNER FOR REVIEW PRIOR TO FABRICATION AND INSTALLATION. DUCT SHOP DRAWINGS SHALL BE UPDATED, DURING CONSTRUCTION, TO SHOW ANY CHANGES MADE DURING CONSTRUCTION AND SUBMITTED TO THE OWNER AT THE END OF THE PROJECT FOR "AS -BUILT" RECORD. 10. THE MECHANICAL (SUB)CONTRACTOR SHALL COORDINATE THE SPACE REQUIREMENTS FOR ALL MECHANICAL EQUIPMENT AND DUCTWORK WITH THE GENERAL CONTRACTOR. PROVIDE ADEQUATE CLEARANCES AROUND, AND ACCESS TO, ALL EQUIPMENT FOR MAINTENANCE. 11. WALL, FLOOR OR CEILING SURFACES DISTURBED DURING THE COURSE OF THE MECHANICAL WORK SHALL BE REPAIRED TO MATCH NEW &/OR EXISTING SURROUNDING CONDITIONS. 12. REFER TO ARCHITECT'S REFLECTED CEILING PLANS FOR LOCATION OF LIGHTS AND OTHER CEILING MOUNTED DEVICES. COORDINATE AIR DISTRIBUTION DEVICES WITH THIS REFLECTED CEILING PLAN. IF A PARTICULAR ITEM CANNOT BE LOCATED APPROXIMATELY AS SHOWN ON THE HVAC LAYOUT THE CONTRACTOR SHALL PREPARE A DRAWING SHOWING A PROPOSED LOCATION AND SHALL SUBMIT IT TO THE OWNER FOR APPROVAL. 13. COORDINATE THE INSTALLATION OF THE DUCTWORK, EQUIPMENT, PIPING, ETC., TO FIT WITHIN THE SPACE ALLOWED BY THE ARCHITECTURAL & STRUCTURAL CONDITIONS. CUTTING OR ALTERING ANY STRUCTURAL MEMBER SHALL NOT BE PERMITTED. 14. DO NOT SCALE DRAWINGS. THE CONTRACTOR SHALL VERIFY ALL SIZES, MATERIALS, TEMPERATURES AND PRESSURES BEFORE ORDERING OR FABRICATION OF ANY MATERIALS. 15. WHERE DUCT OR PIPE SECTION SIZE IS NOT INDICATED, IT SHALL BE THE SAME SIZE AS THE LAST SIZED UPSTREAM SECTION. 16. ALL PENETRATIONS THROUGH FIRE RATED FLOORS, CEILINGS, WALLS AND PARTITIONS SHALL BE FIRE STOPPED TO COMPLY WITH THE APPLICABLE EDITION, INCLUDING REVISIONS, OF THE STANDARD BUILDING CODE, STANDARD MECHANICAL CODE AND LOCAL FIRE MARSHALL REQUIREMENTS. FIRE STOP SYSTEM USED SHALL BE UL LISTED AND SHALL BE SUITABLE FOR THE PENETRATING AND PENETRATED MATERIALS. THE WORK SHALL BE INSPECTED AND CERTIFIED BY THE MANUFACTURER'S AUTHORIZED REPRESENTATIVE. 17. PIPING, CONDUITS, CABLES, ETC. SHALL BE RUN NEATLY, PARALLEL TO EXISTING AND NEW PIPING AND TO BUILDING (WALLS, FLOOR). 18. THE SCHEDULED "BASIS OF DESIGN" IS INTENDED TO INDICATE THE PERFORMANCE REQUIRED FOR THE PARTICULAR ITEM OF EQUIPMENT. SUBSTITUTIONS WILL BE PERMITTED. SUBSTITUTIONS SHALL BE DEEMED TO INCLUDE ALL ASSOCIATED CHANGES TO BUILDING, STRUCTURE & OTHER SERVICES WITHOUT ANY ADDITIONAL COST TO THE OWNER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THAT SUBSTITUTIONS SHALL FIT INTO THE SPACE AVAILABLE WITH PROVISIONS FOR PROPER ACCESS, MAINTENANCE, PARTS REPLACEMENT, WEIGHT ALLOWANCE & FOR COORDINATION WITH OTHER TRADES ( INCLUDING ELECTRICAL, PLUMBING, STRUCTURAL AND ARCHITECTURAL). 19. MANUFACTURER CATALOG SHOP DRAWINGS SUBMITTED SHALL BE MARKED TO INDICATE PROJECT SPECIFIC INFORMATION. FULL MODEL NUMBERS; IDENTIFY AND HIGHLIGHT SCHEDULED ITEM CAPACITIES; HIGHLIGHT INCLUDED OPTIONS AND EDIT OUT THOSE THAT ARE NOT PROVIDED; CLEARLY IDENTIFY DEVIATIONS FROM SPECIFIED AND SCHEDULED CAPACITIES. 20. ALL EQUIPMENT PROVIDED SHALL BE COMMERCIALLY AVAILABLE PRODUCTS SPECIFICALLY MADE FOR THE APPLICATION FOR WHICH IT IS INTENDED AND SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION AND START-UP INSTRUCTIONS. 21. A TECHNICIAN, FACTORY TRAINED AND CERTIFIED BY THE MANUFACTURER OF THE HVAC EQUIPMENT PROVIDED SHALL PERFORM PRE START-UP CHECKS AND SHALL SUBMIT A REPORT TO THE OWNER ON SPLIT SYSTEM. THIS REPORT SHALL INCLUDE CERTIFICATION, IN WRITING, THAT EQUIPMENT IS CORRECTLY INSTALLED, INCLUDING PROPER DRAINAGE FROM DRAIN PANS AND SEALING OF ALL AIR LEAKS, ELECTRICAL CONNECTIONS AND TERMINALS TIGHTNESS, INDOOR FILTER ARE CLEAN, IN PLACE AND EASILY REPLACEABLE, FANS AND COMPRESSORS ROTATE CORRECTLY, ELECTRICAL AMP DRAWS SHALL BE RECORDED AND CERTIFIED WITHIN MANUFACTURERS RECOMMENDED LIMITS, REFRIGERANT SUCTION AND DISCHARGE PRESSURES FOR ALL CIRCUITS WITH STATEMENT THAT SYSTEMS ARE CORRECTLY CHARGED. ELECTRICAL/CONTROLS: 22. THE CONTRACTOR SHALL VERIFY THE ELECTRICAL SUPPLY VOLTAGES AND PHASES ON THE ELECTRICAL PLANS AND ON SITE BEFORE ORDERING ANY ELECTRICALLY OPERATED EQUIPMENT. ALL MECHANICAL EQUIPMENT REQUIRING ELECTRICAL POWER SHALL BE PROVIDED & INSTALLED WITH SUITABLY PROTECTED AND RATED DISCONNECT SWITCHES. 23. MOUNT THERMOSTATS AND THERMOSTAT/HUMIDISTAT AS INDICATED ON PLANS 7' A.F.F. UNLESS OTHERWISE NOTED OR AS REQUIRED FOR ACCESSIBILITY CODE COMPLIANCE. COORDINATE LOCATION OF THERMOSTATS WITH OWNER. 24. ALL CONTROL WIRING & TRANSFORMERS SHALL BE SUPPLIED UNDER THE MECHANICAL CONTRACT. ALL MECHANICAL CONTROLS SHALL BE SUPPLIED BY THE MECHANICAL CONTRACTOR. DUCTWORK: 25. SUPPLY, RETURN, OUTDOOR AND EXHAUST AIR DUCTWORK SHALL BE GALVANIZED SHEET METAL, FABRICATED AND INSTALLED PER THE LATEST ISSUE OF THE SMACNA DUCT HVAC DUCT CONSTRUCTION STANDARDS, METAL AND FLEXIBLE, THIRD EDITION, 2005 CONSTRUCTION MANUAL. SEAL ALL SUPPLY AIR DUCT JOINTS TO SMACNA SEAL CLASS "A". DUCT LEAKAGE SHALL NOT EXCEED 1 PERCENT OF THE SPECIFIED AIR FLOWS WHEN TESTED AT 1" WG. 26. SEAL ALL LONGITUDINAL & TRANSVERSE SEAMS ON ALL DUCTWORK WITH UL 181 A OR 181 B TAPES AND MASTICS. 27. ALL ROUND DUCTWORK SHALL COMPLY WITH THE STANDARD GAUGE AS LISTED BELOW: DIAMETER SPIRAL PIPE LONG SEAM PIPE FITTINGS 3" - 14" 28 26 26 28. MANUAL VOLUME DAMPERS: A. DAMPERS WITH LOCKING AND INDICATING QUADRANTS TO BE INSTALLED IN EACH BRANCH OF DUCTS INDICATED ON THE DRAWINGS IN ADDITION TO VOLUME CONTROL AT OUTLETS. B. AFTER FINAL ADJUSTMENT OF SYSTEM, LOCK QUADRANTS AND MARK CLEARLY SHOWING DAMPER POSITION, (OPEN AND SHUT POSITIONS). C. DAMPERS IN ROUND DUCT SHALL BE SINGLE BLADE TYPE. D. DAMPERS IN RECTANGULAR DUCTS: DUCTS EQUAL TO OR LESS THAN 11" SHALL BE SINGLE BLADE; DUCTS 12" AND LARGER IN HEIGHT SHALL BE OPPOSED BLADE TYPE. 29. DUCT SIZES SHOWN ARE INSIDE CLEAR DIMENSIONS. WHERE INTERNAL INSULATION IS CALLED FOR, DIMENSIONS SHALL BE INCREASED BY THE THICKNESS OF THE INSULATION. 30. ALL DUCTWORK, AND EQUIPMENT SHALL BE SUPPORTED INDEPENDENTLY FROM STRUCTURAL MEMBERS. PROVIDE ADDITIONAL SUPPORT MEMBERS WHERE REQUIRED TO ACHIEVE SMACNA RECOMMENDED SUPPORT SPACING. 31. PROVIDE TURNING VANES AT ALL 90-DEGREE ELEBOWS IN DUCTWORK EXCEEDING 20" WIDTH, 45 DEGREE SIDE TAKEOFF (STO) AT BRANCH DUCTS WITH VOLUME CONTROL (ONLY AS SHOWN ON DRAWINGS), SPLITTER DAMPERS, & ANY OTHER APPLICABLE DEVICES NECESSARY FOR MINIMUM DUCT RESISTANCE & PROPER AIR BALANCING. ALL DAMPERS OR SPLITTERS SHALL SUFFICIENTLY STIFFENED TO PREVENT NOISE OR VIBRATION & SHALL BE FITTED WITH ACCESSIBLY LOCATED ADJUSTER. 32. ALL DUCT TRANSITION FROM SQUARE TO ROUND SHALL BE SMOOTH SQUARE TO ROUND TRANSITIONS. SPIN -IN FITTINGS AT THE END OF CAPPED DUCTS ARE NOT ACCEPTABLE. 33. DUCTWORK SHALL BE RIGID SHEETMETAL EXCEPT FOR 5 FOOT MAXIMUM FLEXIBLE DUCTS AT AIR DIFFUSERS. 34. WHERE FLEXIBLE DUCT IS CONNECTED TO CEILING DIFFUSERS, THE CONTRACTOR SHALL USE ONE OF THESE THREE METHODS: A. INSULATED FLEXIBLE DUCT WITH TITUS FLEXRIGHT FLEXIBLE DUCT SUPPORT, UL LISTED, TO FORM DUCT ELBOW. B. A SHEET METAL ELBOW, EXTERNALLY INSULATED. C. INSULATED FLEXIBLE METAL DUCT CONSISTING OF FLEXIBLE METAL CORE OF CORRUGATED ALUMINUM WITH EXTERNAL INSULATION. IN ALL CASES DUCT CONNECTION/ELBOW SHALL BE MADE WITH A BEND THAT HAS NOT LESS THAN ONE DUCT DIAMETER CENTERLINE REDIAL. 35. TRANSITION RECTANGULAR DUCTWORK ON THE BOTTOM AND THE SIDES. MAINTAIN DUCTWORK LEVEL AND AS HIGH AS POSSIBLE UNLESS NOTED OTHERWISE. 36. THE FINISH ON DIFFUSERS, REGISTERS, GRILLES, LOUVERS, ETC., SHALL BE APPROVED BY THE ARCHITECT. 37. CHANGES IN ELEVATION, ACCESS DOORS AND TRANSITIONS IN DUCT SIZES ARE, OR MAY NOT, ALL BE SHOWN ON THE DRAWINGS. DUCT CROSS-OVERS IMPLY CHANGES IN ELEVATION IN ONE OR BOTH DUCTS; TRANSITIONS IN DUCT SIZE AND SHAPE ARE IMPLIED BY SIZES SHOWN ON DRAWINGS. BIDDERS SHALL MAKE ALLOWANCE FOR THESE IN THEIR PRICE. 38. TRANSFORM DUCT SIZE SHOWN TO SUIT EQUIPMENT CONNECTION SIZE AT CONNECTIONS TO EQUIPMENT. 39. ALL DUCTWORK CONNECTED TO FAN OR VIBRATING EQUIPMENT SHALL BE FITTED WITH FLEXIBLE CANVASS CONNECTION, WHICH WILL PROVIDE MINIMUM 1" SPACE BETWEEN THE EQUIPMENT & THE DUCTWORK. FLEXIBLE CANVASS CONNECTORS SHALL BE SECURED IN PLACE WITH IRON BANDS WITH ROLL LOCK SEAM, & SHALL BE AIR LEAK TIGHT. 40. ALL SHEETMETAL SUPPLY & RETURN AIR DUCTWORK CONCEALED FROM VIEW & OUTSIDE AIR DUCTWORK, SHALL BE INSULATED WITH 2" THICK, 1 LB DENSITY DUCT INSULATION WITH FIRE RATED VAPOR BARRIER (INSTALLED R=6). 41. ALL INSULATION SHALL HAVE FLAME AND SMOKE RATING OF 25 AND 50 RESPECTIVELY. OVERLAP BUTTING EDGES, FOLD, SEAL AND TAPE AND PROVIDE A CONTINUOUS VAPOR BARRIER. 42. WRAP ALL DUCTWORK WHICH WILL BE CONCEALED AFTER BUILDING FINISHES, DUCTWORK SHALL BE INSULATED WITH 2" THICK, 1 LB DENSITY DUCT INSULATION WITH FIRE RATED VAPOR BARRIER (INSTALLED R=6). ALL DUCTWORK TO BE EXPOSED AFTER BUILDING FINISHES SHALL BE INTERNALLY LINED WITH 1" THICK DUCT LINER. ALL EXPOSED DUCTWORK SHALL BE SUSPENDED STRAIGHT AND LEVEL. FINAL PAINTING SHALL BE BY OTHERS. 43. SUPPLY & RETURN AIR DUCTS INSIDE THE AIR CONDITIONED (IN WAREHOUSE) SHALL BE INTERNALLY LINED. 44. EXHAUST DUCT SHALL NOT BE INSULATED UNLESS OTHERWISE NOTED. 45. FLEXIBLE DUCT BE UL LISTED, CLASSIFIED AS A CLASS 1 AIR DUCT, TESTED UNDER UL STANDARD 181 AND MEET LOCAL CODE REQUIREMENTS. FLEXIBLE SUPPLY DUCTS SHALL HAVE FACTORY INSTALLED FIBER GLASS INSULATION AND A FIRE RETARDANT VAPOR BARRIER JACKET WITH A PERM RATING OF NOT OVER 0.1, A MINIMUM "R" VALUE OF 6, AND WHICH COMPLY WITH NFPA STANDARD 90A. 46. SPIN -IN COLLARS SHALL BE PROVIDED AT ALL ROUND TAPPINGS FROM RECTANGULAR DUCTS; SHALL BE CONSTRUCTED OF GALVANIZED STEEL AND SHALL BE CONICAL TYPE EQUIPPED WITH A MANUAL BALANCING DAMPER. DO NOT PROVIDE AIR SCOOP. 47. DUCT BRANCH RUN -OUTS TO THE DIFFUSERS UNLESS OTHERWISE NOTED SHALL BE THE SAME AS THE DIFFUSER NECK SIZES. 48. THE CONTRACTOR SHALL PROVIDE ALL FRAMING REQUIRED FOR THE INSTALLATION OF CEILING, WALL AND FLOOR AIR REGISTERS TO SUIT THE CONSTRUCTION. 49. PRIOR TO FINAL CONNECTION TO EQUIPMENT, BRANCH DUCTS, DIFFUSERS, ETC. ALL OPENINGS IN DUCTWORK SHALL BE SEALED TO PREVENT DIRT, DUST, DEBRIS FROM ENTERING THE AIR DISTRIBUTION SYSTEM. PIPING: 50. REFRIGERANT PIPING SHALL BE HARD -DRAWN TYPE K OR L SEAMLESS COPPER TUBING, ASTM B88-74. FITTINGS SHALL BE WROUGHT, ANSI B16-22-63, COPPER WITH A WORKING PRESSURE OF NOT LESS THAN 300 PSIG. REFRIGERANT PIPING SHALL BE SIZED AND INSTALLED IN ACCORDANCE WITH THE EQUIPMENT MANUFACTURERS RECOMMENDATIONS. CONTRACTOR SHALL PROVIDE WRITTEN CERTIFICATION FORM EQUIPMENT MANUFACTURER AS TO THE CORRECTNESS OF THE LINE SIZES. 51. INSULATE ALL SUCTION LINES AND FITTINGS WITH PRE -FORMED ARMAFLEX AP INSULATION, 1" THICK. USE ARMAFLEX 520 ADHESIVE ON ALL JOINTS. ALL INSULATION MATERIALS SHALL HAVE A FLAME SPREAD RATING OF 25 OR LESS, SMOKE DEVELOPED RATING OF 50 OR LESS WHEN TESTED PER ASTM E 84 & THERMAL CONDUCTIVITY OF NO GREATER THAN 0.27 (BTU*IN)/(HR*FT2* F) PER ASTM C 52. PROVIDE PIPE SLEEVES FOR REFRIGERANT AND CONDENSATE LINES PENETRATING EXTERIOR WALLS. SEAL VOIDS WATER -TIGHT AROUND PIPING WITH A WEATHER TIGHT PERMANENT NON -SHRINKING SEALANT. 53. REFRIGERANT LINE SETS TO BE RUN CONTINUOUSLY BETWEEN FLOORS AND EXIT OUT OF BUILDING THROUGH EXTERIOR WALL. 54. CONDENSATE DRAIN PIPING AND FITTINGS SHALL BE PVC. THE CONDENSATE DRAIN SHALL BE THE SAME SIZE AS THE UNIT DRAIN CONNECTION BUT SHALL NOT BE LESS THAN 3/4" DIAMETER PIPE. 55. ENSURE PROPER CONDENSATE REMOVAL FROM ALL AIR HANDLING UNIT DRAINS. INSTALL WITHOUT ANY SAGGING TO ENSURE COMPLETE DRAINAGE. SLOPE CONDENSATE DRAIN PIPING MIN. 1/8" PER FOOT TOWARD DRAIN. (VERIFY WITH PLUMBING CONTRACTOR LOCATION OF DRAIN). 56. PROVIDE MIN. 1-1/2- SECONDARY DRAIN PANS UNDER EACH AIR HANDLING UNIT. PROVIDE A FLOAT SWITCH THAT WILL SHUT -DOWN UNIT IF CONDENSATE REACHES MAXIMIMUM %" IN PAN. MISCELLANEOUS: 57. ELECTRIC HEATERS: ELECTRIC HEATERS SHALL HAVE THERMAL CUTOUTS FOR PRIMARY AND SECONDARY OVER -TEMPERATURE PROTECTION SHALL BE PROVIDED TO MEET UL AND NEC SAFETY REQUIREMENTS. INTEGRAL SAFETY CONTROLS SHALL BE FURNISHED BY THE MANUFACTURER. 58. ALL WALL OPENINGS NOTED ON FLOOR PLANS SHALL BE LOCATED ABOVE THE CEILING. OWNERS MANUAL: 59. FOUR COPIES OF AN OWNERS MANUAL SHALL BE FORWARDED TO THE OWNER WITHIN 90 DAYS AFTER THE DATE OF SYSTEM ACCEPTABLE. OWNERS MANUAL SHALL INCLUDE AS MINIMUM: a. DATA STATING EQUIPMENT SIZE AND ALL INSTALLED OPTIONS FOR EACH ITEM OF MECHANICAL EQUIPMENT PROVIDED. b. COPIES OF THE INSTALLATION & PERFORMANCE REPORT BY THE REPRESENTATIVE OF THE HVAC SYSTEMS PROVIDED. c. COPIES OF THE TEST & BALANCE REPORT. NOTATIONS OF CORRECTIVE ACTION SHALL BE INCLUDED. d. COPIES OF THE MECHANICAL SUBCONTRACTOR'S FIRST YEAR INSTALLATION AND EQUIPMENT WARRANTIES. NOTATION SHALL BE INCLUDED TO SHOW THE EXPIRATION OF THE FIRST YEAR PARTS & LABOR GUARANTEE, & OF THE EXTENDED 4-YEAR COMPRESSOR (ONLY) WARRANTY. e. OPERATION AND MAINTENANCE MANUALS FOR EACH ITEM OF EQUIPMENT REQUIRING MAINTENANCE, EXCEPT FOR EQUIPMENT NOT FURNISHED AS PART OF THE PROJECT. REQUIRED ROUTINE MAINTENANCE ACTIONS SHALL BE CLEARLY IDENTIFIED f. NAMES AND ADDRESS OF AT LEAST ONE SERVICE AGENCY. g. HVAC CONTROLS SYSTEMS MAINTENANCE AND CALIBRATION INFORMATION, INCLUDING WIRING DIAGRAMS, SCHEMATICS AND CONTROL SEQUENCE DIAGRAM. DESIRED OR FIELD DETERMINED SET POINTS SHALL BE PERMANENTLY RECORDED ON CONTROL DRAWINGS AT CONTROL DEVICES OR FOR DIGITAL CONTROL SYSTEMS, IN THE PROGRAMMING COMMENTS. TEST AND BALANCE: 60. THE CONTRACTOR SHALL OBTAIN THE SERVICES OF AN INDEPENDENT TEST, ADJUSTMENT AND BALANCE (TAB) AND COMMISSIONING AGENCY TO TEST, ADJUST, BALANCE AND COMMISSION: A. EACH SUPPLY AIR, RETURN, EXHAUST AND OUTDOOR AIR DISTRIBUTION SYSTEM, B. EACH CONTROL SYSTEM INCLUDING CALIBRATE ALL CONTROL ELEMENTS AND CHECK OPERATION INCLUDING ALL INTERLOCKS. 61. TESTING AND BALANCING OF AIR DISTRIBUTION SYSTEMS SHALL BE PERFORMED, AT MINIMUM, IN ACCORDANCE WITH AABC NATIONAL STANDARDS, FIFTH EDITION, 1989. TEST AND BALANCE SHALL INCLUDE ALL EQUIPMENT AND DISTRIBUTION SYSTEMS AND SHALL BE REPORTED, AS A MINIMUM, ON FORMS AS PUBLISHED BY THE AABC (PAGE 213 AND 214 OF THE STANDARDS MANUAL); NEBB EQUIVALENT OR OTHER APPROVED EQUAL. 62. THE AGENCY SHALL, UNLESS APPROVED OTHERWISE BY THE OWNER, BE AN AABC OR NEBB MEMBER AND THE TAB WORK SHALL BE DONE BY AN AABC OR NEBB CERTIFIED TEST AND BALANCE TECHNICIAN AND COMMISSIONING AGENT. 63. THE TAB AGENCY SHALL CHECK ALL REFRIGERATION LINES FOR COMPLIANCE WITH THE EQUIPMENT MANUFACTURER'S INSTALLATION INSTRUCTIONS AND RECOMMENDATIONS, SHALL CHECK SUPERHEAT SETTINGS ON ALL SYSTEMS WITH LINES LONGER THAN 50 FEET. 64. INSTRUMENTS USED FOR TESTING AND BALANCING SHALL HAVE BEEN CALIBRATED WITHIN A PERIOD OF SIX MONTHS OF THE TIME OF THE TESTING AND BALANCING AND SUCH INSTRUMENTS SHALL BE CHECKED FOR ACCURACY PRIOR TO START OF SUBMIT VERIFICATION OF CERTIFICATION TO THE OWNER. 65. FOUR COPIES OF THE COMPLETE TEST REPORT SHALL BE SUBMITTED TO THE OWNER PRIOR TO FINAL INSPECTION OF THE PROJECT. 66. THE TAB REPORT SHALL INCLUDE A LIST OF ALL DEFICIENCIES FOUND DURING THE PRELIMINARY TESTING AND A CONTRACTOR RESPONSE INDICATING REMEDIAL ACTION TAKEN FOR EACH ITEM. THE TAB WORK SHALL NOT BE DEEMED DONE WITHOUT THIS REPORT. SYMBOL MECHANICAL LEGEND ® SUPPLY DIFFUSER - SEE GRILLE & DIFFUSER SCHEDULE Q --yam RETURN GRILLE - SEE GRILLE & DIFFUSER SCHEDULE Q-- SUPPLY REGISTER - SEE GRILLE & DIFFUSER SCHEDULE wx0 RIGID RECTANGULAR DUCTWORK (WIDTHxDEPTH) t2"0 RIGID ROUND DUCTWORK -'A' FULL SIZE RETURN PLENUM WITH 1 /2" WIRE MESH SCREEN. DUCT TRANSITION FLEXIBLE DUCT + SPIN -IN FITTING WITHOUT AIR SCOOP f MOTOR OPERATED DAMPER WTH 24V ACTUATOR OT ELECTRONIC PROGRAMMABLE THERMOSTAT WITH CLEAR LOCKING COVER 0 ELECTRONIC PROGRAMMABLE THERMOSTAT/HUMIDISTAT WITH CLEAR LOCKING COVER -� MANUAL VOLUME CONTROL DAMPER (MVD) Ao-266 GRILLE AIRFLOW & NECK SIZE TYPE „ ECKI SI EWC(F FE )SIZE) (SEE SCHEDULE) ■ CEILING MOUNTED EXHAUST FAN C CONDENSATE DRAIN -,ti OUTSIDE AIR LOUVER ABBREVIATIONS: AFF = ABOVE FINISHED FLOOR BFC = BELOW FINISHED CEILING BTUH = BRITISH THERMAL UNITS PER HOUR CFM = CUBIC FEET PER MINUTE DB = DRY BULB 'F = DEGREES FAHRENHEIT DIA = DIAMETER EA = EXHAUST AIR EF = EXHAUST FAN ESP = EXTERNAL STATIC PRESSURE FLA = FULL LOAD AMPS HP = HORSEPOWER HSPF = HEATING SEASONAL PERFORMANCE FACTOR HZ = HERTZ MBH = 1000 BTUH MCA = MINIMUM CIRCUIT AMPS MOCP = MAXIMUM OVERCURRENT PROTECTION OA = OUTDOOR AIR RA = RETURN AIR SA = SUPPLY AIR SEER = SEASONAL ENERGY EFFICIENCY RATIO TAB = TEST AND BALANCE V = VOLTS W = WATTS WB = WET BULB 0 = PHASE OR DIAMETER MARSHALL & BOLLWERK ENGINEERING, INC. 3380 Trickum Rd., Bldg. 500-104 Woodstock, Ga. 3018B p: (678) 795-0333 e: mbe@mbeinc.net RELEASED FOR CONSTRUCTION 0o O O U)r"_ I �0 0 �O I 0 N It Qn w 2 0 w Y Q J ~ Z Q Q U) Of M:� C!� a� U �U O Cn Cn Q ;m, O U PRINTED PERMIT 02/02/202ell J. MICHAEL JONES, P.E. FL LICENSE No.49582 ��, � lA�CHAE� ��i, \\\�� C E NS ` p o. 4958 ' /ONALE,��,���,�� 171.71114AI2022 w 0 Q O F N Z LLJ M Lj C. _J O --J _I O LLJ Orf C*q F Q to LLI -'7 Q If) �0O>M Z W J J 0 _� m O Of Li m J Z Q J J CQ Q 2 � L 0 � O O J 0 a) W U �o N SHEET TITLE MECHANICAL NOTES, LEGEND, 8C ABBREVIATIONS DRAWN CM CHECKED KE DATE 12/2021 SCALE NONE JOB NO. 0000 SHEET m - 1 OF 7 SHEETS REVISIONS BY ZLOymot Commms 4/5/22 ZLOWNER COMIENM 12/19/22 CM PRINTED PERMIT 02/02/2022. J. MICHAEL JONES, P.E. FL LICENSE No.49582 *\CHAEL � Iy�~ C ENS o. 4958 _ R 1 'DV' ONAL W C� Q ry 0 I— Z W C) W 0 J J 0 W C-4 >o� LLJ M Q > 0 z w Q D L` 0 w W m m z Q J J J o�aQ= W 0 0 0 0) LiaaOU(0N SHEET TITLE MECHANICAL 1ST FLOOR PLAN DRAWN CM CHECKED KE DATE 12/2021 SCALE 1 /8' — 1'-0" JOB NO. 0000 SHEET M-2 OF 7 SHEETS REVISIONS BY �MR Commm 4/5/22 PRINTED PERMIT 02/02/2024-1 J. MICHAEL JONES, P.E. FL LICENSE No.49582 `IIIII *\cma ✓Aye_ C E AN o. 4958 R 10 =s TONAL W C' Q O ~ I--- � Z W W � J 0 -1 0 W W � > F--- o Lo LLJ �0>M Z LLJ 0 J J 5 0 D m m 3 W N Q J J ZLLI 0 O M 2 J W 0 a �] U to N SHEET TITLE MECHANICAL 2ND FLOOR PLAN DRAWN CM CHECKED KE DATE 12/2021 SCALE 1 /80 = 1'-0" JOB NO. 0000 SHEET M-3 OF 7 SHEETS 1 2� 3 4 5 �5.8 C6 7 7.2 k"8 9� 10 11� 12 13 14 15 16� 17 18 8.8 C9 2� 0. C21) 22 23) 24 2b� " NE DOWN TO 1" J" COND. LINE DOWN TO 1" COND N ND FLOOR, DOWN COND ON 2ND FLOOR, DOWN" COND. LINE DOWN TO 1 TO 1i" C DON 1ST FLOOR, TO 1j" COND DN 1ST FLOOR, COND ON, 2ND FLOOR, DOWN TERMI T 0 SPLASH BLOCK TERMINATE TO SPLASH BLOCK ON GRADE TO 11" COND ON 1ST FLOOR, ON GRAD TERMINATE TO SPLASH BLOCK ON GRAD--- ELEVATOR-2 Ca STAIR-2 302 inN 1 00 O O O O O O O O O 0 O O O U C U O O O O ` " to O C) r. M O d- C � O I � -:: ---- - - of AH149 M C � o �1 �' M - 1600 �24x18 0- ._ _ .--I -- { �_ - �O f- ---- _ 0 ..__ 12 w 0 _ -__ -- - ----- = Q -- - - -- - - - — w 1 ® YQ - -- - J 20xl 2 1600 &50818 Q LO F2 =¢ O o 0 o o O o o O o O O 11 O O G.2 IN- ----- --- -- - -- - - . 0 STOR G .+�' U30 NI M L�l;t+�) - --i f ---- -.0 — C, -i --� h I T--- - - -- - AH 1 � 1600 --- —._ .� 2002 24x 18 - C ELEVATOR-1 - - - - - - - - ----- ---- - w - - - O O O O O U O O I-'-' D) -- _ - U 1600 --- ---_ -- ----- - _� --- 24x18 20x12 Q 1600 <24x ^ 18------------------------- - --- --------------- --- �✓L AH 1 �-� _ P ncp - - - --- I 2"0 N OB - - - I STAIR-1" 0 '-A -- 301 p p COND. L E DOWN TO 1 in COND LINE DOWN TO " COND ON D FLOOR, DOWN COND 0 2ND FLOOR, DO N 86 TO 1 j" COD ON 1ST FLOOR, TO 1�" OND ON 1ST FLO R, TERMINATE rO SPLASH BLOCK TERMINA TO SPLASH BLOCK (n ON GRADE ON GRADE Q) O U) 1 2 C3 C4 5 5.8 77.2 8 9 �10) C 1 12 1 14) (5) 16C 17 �1 88. 19� �20 0. 21 �2)2 C 3 �4) 2� Q 3RD FLOOR - MECHANICAL PLAN THERMIDISTAT NOTE: GENERAL PIPING NOTE: DUCTWORK NOTE MOTORIZED OUTSIDE AIR DAMPER NOTE: SCALE: 1 /8" = 1'-0" COORDINATE LOCATION OF THERMIDISTATS IN STORAGE AREAS WITH OWNER PRIOR TO NO PIPE SHALL BE LOCATED MORE THAN 2" O ROUND DUCTWORK MAYBE USED IN LIEU OF THE PROVIDE 24 VOLT MOTORIZED OUTSIDE AIR DAMPER ON OUTSIDE AIR INSTALLATION. THERMIDISTATS TO BE MOUNTED OFF OF CLOSEST WALL. RECTANGULAR DUCTWORK SHOWN AS LONG AS THE ROUND DUCT. DAMPER TO BE INTERLOCKED WITH THERMOSTAT/HUMIDISTAT 7' ABOVE FINISHED FLOOR. PROVIDE WITH CLEAR AND LOCKING COVER. THERMIDISTAT DUCTWORK IS EQUIVALENT SIZE OF THE RECTANGULAR DUCT AND AIR HANDLING UNIT. DAMPER SHALL OPEN WHEN AIR HANDLING TEMPERATURE SETPOINT IN THE WINTER Cf) AND DOES NOT EXCEED 12" DEPTH. (TYPICAL ALL FLOORS) UNIT IS ENERGIZED. SHOULD NOT BE SET ABOVE 50 DEGREE F. N MARSHALL & SOLLWERK c- ENGINEERING, INC. 0 33BO Trickum Rd., Bldg. 500-104 . —� Woodstock, Ga. 301 BB p: (678) 795-0333 • — e: mbe@mbeinc.net O U RELEASED FOR CONSTRUCTION i REVISIONS BY OWNER COMMOM 1 4/5/22 PRINTED PERMIT 02/02/202 11 J. MICHAEL JONES, P.E. FL LICENSE No.49582 *13 ��CHAEL ✓ ' \CENS o. 4958 ,,,TONAL E�*�,III� 2022 rW V Q O F � Z W 0 W ii J O-1 J0 W W o U-) M L LJ Z a M Q � O , Z W J J Q l� m �j 'fir/ I ' ' O 7 ` ` M VI J Z Q J J_ Q Q S � 0 �- — M 2 a 3 a) W a m C) co �•, SHEET TITLE MECHANICAL 3RD FLOOR PLAN DRAWN CM CHECKED KE DATE 12/2021 SCALE 1 /8" = 1'-0" JOB NO. 0000 SHEET M-4 OF 7 SHEETS REVISIONS BY OWNER COMME10 A1 4/5/22 AOWNER COMMENM w2/22 PRINTED PERMIT 02/02/202 J. MICHAEL JONES, P.E. FL LICENSE No.49582 C C E NS cif' o. 4958 _ R 1 DV - AM """"4*2022 W Q O E— F— � Z Ld 0 M lW CL J O -1 -1 O WOf CN >F oU-) WZaMM � Q > O Z W J J O 0 _� m m Of W m to z Q J QLLJ " 3:: Q 2 V) O >�-- O O M = rn LL�I � M C) SHEET TITLE MECHANICAL OFFICE PLAN DRAWN CM CHECKED KE DATE 12/2021 SCALE 1/40 - V-0" JOB NO. 0000 SHEET M-5 OF 7 SHEETS REVISIONS BAY OWNER Co ww2/22 PRINTED PERMIT 02/02/202 J. MICHAEL JONES, P.E. FL LICENSE No.49582 �.�CENs�� _ o. 4958 _ R I /ONAL �'�"�""IIIIV /2022 W Q O � Z W 0 M W O --� J O Wry Nt >U-) M LLJ Z a M z0OW p J J m Of Ld m Z Q" J J Q Q 3: (n O— 0 M2 J 0 C) W U (o N SHEET TITLE MECHANICAL DETAILS DRAWN CM CHECKED KE DATE 12/2021 SCALE NONE JOB NO. 0000 SHEET M - 5.1 OF 7 SHEETS REVISIONS IBY PLUMBING NOTES: GENERAL: 1. VERIFY" SHALL MEAN CHECK CONDITIONS ON SITE AGAINST DRAWINGS AND SPECIFICATION AND ADJUST WORK TO MATCH EXISTING. OBTAIN RULING FROM OWNER ON ANY ITEMS REQUIRING CLARIFICATION 2. THE PLUMBING SYSTEMS (DOMESTIC COLD & HOT WATER, SANITARY WASTE & VENT) SHALL BE INSTALLED COMPLETE AND IN ACCORDANCE WITH ALL APPLICABLE CODES, LAWS AND REGULATIONS, LOCAL HEALTH DEPARTMENT STANDARDS AND THE OWNER'S REQUIREMENTS. 3. THE SYSTEMS SHALL BE FREE OF ANY NOISE AND VIBRATIONS. 4. THE PLUMBING WORK SHALL COMPLY WITH THE CURRENT EDITION OF THE FLORIDA PLUMBING CODES, LOCAL AMENDMENTS, THE FLORIDA STATE ACCESSIBILITY CODE & ALL APPLICABLE SECTIONS OF NFPA AND ANSI AND THE GUIDELINES OF ASPE. 5. THE CONTRACTOR SHALL CONFIRM AND ENSURE THAT ALL PLUMBING WORK CONFORMS TO THE CURRENT REQUIREMENTS OF THE LOCAL BUILDING INSPECTION DEPARTMENT. 6. ALL PLUMBING EQUIPMENT AND MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS AND RECOMMENDATIONS. 7. ALL FIXTURES AND EQUIPMENT SHALL BE INSTALLED LEVEL, PLUMB AND RUN PARALLEL OR PERPENDICULAR TO THE BUILDING WALLS UNLESS INDICATED OTHERWISE. 8. CONTRACTOR SHALL SECURE ALL PERMITS, INSPECTION CERTIFICATES, AUTHORITY APPROVALS AND PAY ALL RELATED FEES AND CHARGES. 9. ALL NEW PLUMBING EQUIPMENT AND SYSTEMS SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR AFTER ACCEPTANCE BY THE OWNER. 10. IT IS THE INTENT OF THESE SPECIFICATIONS TO PROVIDE FINISHED WORK, TESTED AND READY FOR OPERATION. ANY APPARATUS, APPLIANCE OR MATERIAL WHICH MAY BE NECESSARY TO MAKE THE WORK COMPLETE AND FULLY OPERATIONAL, EVEN IF NOT EXPLICITLY STATED, SHALL BE PROVIDED FOR BY THE CONTRACTOR. 11. ALL PLUMBING WORK SHALL BE INSTALLED SO AS TO AVOID INTERFERENCE WITH ALL ELECTRICAL AND MECHANICAL WORK AND STRUCTURAL MEMBERS. 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PATCHING AND REPAIRING ALL AREAS WHICH WERE DAMAGED BY HIS OPERATION. 13. EXACT LOCATIONS & ROUGH -IN REQUIREMENTS FOR ALL FIXTURES & EQUIPMENT SHALL BE DETERMINED FORM ARCHITECTURAL DRAWINGS. LARGE SCALE ARCHITECTURAL DETAILS & APPROVED MANUFACTURER'S SHOP DRAWINGS. PARTICULAR ATTENTION SHALL BE DIRECTED TO FIXTURES OR EQUIPMENT FURNISHED BY OTHER TRADES. 14. PIPING IS SHOWN IN ITS GENERAL LOCATION (UNLESS DIMENSIONED). EXACT LOCATIONS SHALL BE DETERMINED BY JOB CONDITIONS. CONTRACTOR SHALL COORDINATE THE INSTALLATION OF HIS WORK WITH THAT OF OTHER TRADES & ARRANGE PIPING TO CLEAR STRUCTURAL MEMBERS & DUCTWORK. DO NOT RESTRICT ACCESS TO ANY EQUIPMENT. SANITARY WASTE & VENT PIPING: 15. ALL SANITARY WASTE & VENT PIPING & FITTINGS INSIDE THE BUILDING, ABOVE & BELOW GRADE, SHALL BE SOLID WALL SCHEDULE 40 PVC DWV AS MANUFACTURED BY CHARLOTTE PIPE & MEET ASTM D-1784, D-1785 & D-2665. 16. FOAM CORE &/OR CELLULAR CORE PVC PIPING SHALL NOT BE ALLOWED. 17. PVC PIPING OUTSIDE THE BUILDING, BELOW GRADE, SHALL BE TYPE PVC SDR-35 MEETING ASTM-D3034. 18. PVC-DWV FITTINGS FOR PIPING SHALL BE SOLVENT WELD TYPE INSIDE & UNDERSLAB MEETING ASTM D-1784, D-2665 & D-3311. CEMENTS SHALL MEET ASTM D-2565 & PRIMER MEETING ASTM F-656. CURE TIME MUST COMPLY WITH MANUFACTURER'S RECOMMENDATIONS. EXTERIOR PIPING JOINTS SHALL BE NEOPRENE PUSH -ON TYPE. 19. PROVIDE MINIMUM COVER OF 30" FOR ALL LINES OR AS OTHERWISE NOTED ON THE DRAWINGS. 20. COORDINATE WITH THE MECHANICAL CONTRACTOR TO ENSURE THAT SANITARY VENTS THROUGH ROOF MAINTAIN A MINIMUM OF 12" FROM ANY VERTICAL SURFACE AND 10'-0" FROM ANY FRESH AIR INTAKE TO THE BUILDING. 21. INVERT ELEVATIONS OF THE SANITARY PIPING SHOWN ON THE CIVIL UTILITY PLANS SHALL BE VERIFIED ON THE JOB BEFORE INSTALLING ANY PIPE. 22. REFER TO ARCHITECTURAL FINISH SCHEDULE & ELEVATIONS FOR DETAILS OF FLOORS WHERE FLOOR DRAINS & CLEAN -OUTS ARE LOCATED. 23. ALL CLEAN -OUTS SHALL BE INSTALLED WHERE READILY ACCESSIBLE. THE CONTRACTOR SHALL COORDINATE ALL CLEAN -OUT LOCATIONS WITH EQUIPMENT, CABINETS, ETC. AND ARCHITECT PRIOR TO INSTALLATION. DOMESTIC WATER PIPING: 24. DOMESTIC WATER PIPING BELOW GRADE SHALL BE TYPE "K" COPPER TUBING, WITH NO PIPE JOINTS BELOW GRADE. UNDERGROUND PIPES SHALL BE INSIDE A PVC PIPE LINER AND INSTALL A UNION ABOVE GRADE AT EACH END OF THE BURIED PIPE. UNDERGROUND PIPE SHALL BE DRAWN EXCEPT ANNEALED (SOFT) PIPE MAY BE USED WHERE INDICATED. 25. DOMESTIC (HOT & COLD) WATER PIPING ABOVE GRADE SHALL BE TYPE "L" COPPER TUBING. FITTINGS SHALL BE WROUGHT COPPER WITH LEAD FREE SOLDER. PIPING SHALL NOT TOUCH FERROUS MATERIALS. FIRMLY SUPPORT PIPING USING NON FERROUS PIPE SUPPORTS. 26. IF APPROVED BY OWNER DOMESTIC WATER PIPING ABOVE GRADE MAY BE CPVC PER ASTM D2846; ASTM F 441; ASTM F442; CSA 8137.6. FITTINGS SHALL BE CPVC PER ASSE 1061; ASTM D2846; ASTM F 437 ASTM F 438, ASTM F 439; CSA B 137.6. 27. SHUT-OFF VALVES SHALL BE FULL PORT, THREADED OR SOLDER -END TYPE, RATED AT NOT LESS THAN 200 LB. NON -SHOCK COLD WATER WORKING PRESSURE. PROVIDE VALVES IN EACH BRANCH LINE WHETHER SHOWN ON THE DRAWINGS OR NOT. 28. PROVIDE A BALL -COCK STOP ON WATER SUPPLY IN BRANCH PIPE TO EACH PLUMBING FIXTURE WHETHER SHOWN ON THE DRAWINGS OR NOT. 29. UNIONS SHALL BE PROVIDED AFTER EACH SCREW TYPE VALVE AND AT EQUIPMENT CONNECTIONS. PROVIDE ISOLATION UNIONS ON ALL CONNECTIONS BETWEEN DISSIMILAR METALS. 30. COLD & HOT WATER RISERS FOR FIXTURES, UNLESS NOTED OTHERWISE SHALL BE CONCEALED IN WALLS OR PIPE CHASES. 31. EXPOSED PIPING IN FINISHED AREAS SHALL BE CHROME PLATED WITH CHROME PLATED ESCUTCHEON AT PIPE ENTRY TO FINISHED AREA. 32. ALL DOMESTIC WATER PIPING (HOT, COLD) SHALL BE LOCATED WITHIN THE BUILDING ENVELOPE. PIPING LOCATED ABOVE CEILING SHALL BE LOCATED BETWEEN THE CEILING & ROOF/CEILING INSULATION. PIPING LOCATED IN EXTERIOR WALL SHALL BE LOCATED BETWEEN THE WALL INSULATION & INTERIOR SHEATHING INSULATION: 33. INSULATE ALL ABOVE GROUND HOT AND COLD WATER PIPING AND FITTINGS WITH ONE OF THE FOLLOWING: A. PRE -FORMED ARMAFLEX AP INSULATION, 1" THICK. USE ARMAFLEX 520 ADHESIVE ON ALL JOINTS. INSULATION CONDUCTIVITY SHALL BE MAXIMUM 0.27 (BTU*IN)/(HR*FT2*?F) PER ASTM C 177. B. PRE -FORMED NOMALOCK EPFI INSULATION INSULATION, 1" THICK. WITH A PRE -GLUED PRESSURE SENSITIVE ADHESIVE CLOSURE SYSTEM. INSULATION CONDUCTIVITY SHALL BE MAXIMUM 0.27 (BTU*IN)/(HR*FT2*?F) PER ASTM C 177. C. PRE -FORMED MICRO-LOK FIBER GLASS INSULATION, 1" THICK. WITH FACTORY APPLIED LONGITUDINAL ACRYLIC CLOSURE SYSTEM & FACTORY SUPPIED BUTT STRIPS. INSULATION CONDUCTIVITY SHALL BE MAXIMUM 0.24 (BTU*IN)/(HR*FT2*?F) PER ASTM C 177. 35. THE DRAINAGE, HOT AND COLD PIPEWORK BELOW ALL LAVATORIES IN THE TOILETS WILL BE INSULATED WITH "HANDI-LAV" GUARD" INSULATING KITS AS MANUFACTURED BY TRUEBRO, INC (203) 875-2868 OR EQUAL. SUPPORT SPACING: 36. SPACING OF HANGERS AND SUPPORTS FOR ABOVEGROUND HORIZONTAL PIPING AND TUBING SHALL NOT EXCEED THE FOLLOWING: A. COPPER TUBING PIPE SIZE MAX. SPACING (FT) 3/4 " & SMALLER 5 1 IN. THRU 3 IN 6 B. PVC PIPE 4 C. SEE 2012 INTERNATIONAL PLUMBING CODE, TABLE 308.5, FOR PIPE HANGER SPACING FOR OTHER MATERIALS 37. SUPPORT PIPES FROM STRUCTURE. WHERE SPACING OF STRUCTURAL MEMBERS EXCEEDS THE MAXIMUM SPACING NOTED ABOVE PROVIDE ADDITIONAL SUPPORTS OF SUFFICIENT SIZE TO SUPPORT PIPES WITHOUT EXCESSIVE DEFLECTION. 38. ADJUST HANGERS AND SUPPORTS TO SLOPE PIPE TO CODE OR AS OTHERWISE REQUIRED FOR PROPER OPERATION OF THE SYSTEM(S). 39. UNDERGROUND PIPING SHALL BE LAID ON A FIRM BED FOR ITS ENTIRE LENGTH. MISCELLANEOUS: 40. THE SCHEDULED "BASIS OF DESIGN" IS INTENDED TO INDICATE THE PERFORMANCE REQUIRED FOR THE PARTICULAR ITEM OF EQUIPMENT. SUBSTITUTIONS WILL BE PERMITTED. SUBSTITUTIONS SHALL BE DEEMED TO INCLUDE ALL ASSOCIATED CHANGES TO BUILDING, STRUCTURE & OTHER SERVICES WITHOUT ANY ADDITIONAL COST TO THE OWNER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THAT SUBSTITUTIONS SHALL FIT INTO THE SPACE AVAILABLE WITH PROVISIONS FOR PROPER ACCESS, MAINTENANCE, PARTS REPLACEMENT, WEIGHT ALLOWANCE & FOR COORDINATION WITH OTHER TRADES ( INCLUDING ELECTRICAL, MECHANICAL, STRUCTURAL AND ARCHITECTURAL). 41. NON -FREEZE HOSE BIBBS SHALL BE MOUNTED 18" ABOVE FINISHED FLOOR OR AS OTHERWISE NOTED ON THE DRAWINGS. VERIFY PRIOR TO INSTALLATIONS. 42. PROVIDE SLEEVES FOR PIPES THRU FLOORS, MASONRY WALLS & FIRE OR SMOKE PARTITIONS. PENETRATIONS THROUGH FIRE RATED FLOORS, WALLS AND PARTITIONS SHALL BE FIRE STOPPED TO COMPLY WITH THE APPLICABLE EDITION, INCLUDING REVISIONS, OF THE STANDARD BUILDING CODE, STANDARD MECHANICAL CODE AND LOCAL FIRE MARSHALL REQUIREMENTS. FIRE STOP SYSTEM USED SHALL BE UL LISTED AND SHALL BE SUITABLE FOR THE PENETRATING AND PENETRATED MATERIALS. THE WORK SHALL BE INSPECTED AND CERTIFIED BY THE MANUFACTURER'S AUTHORIZED REPRESENTATIVE. PENETRATIONS THROUGH WALLS AND FLOORS BELOW GRADE AND OUTSIDE WALLS SHALL BE SEALED AND CAULKED WATER, MOISTURE AND AIR TIGHT TO ARCHITECT APPROVAL. 43. THE PRV PROVIDED SHALL BE SUITABLE FOR THE APPLICATION. THE PLUMBER SHALL CHECK THE PREVAILING MAINS WATER PRESSURE AND SHALL CONSULT THE MANUFACTURER'S ENGINEERING DEPARTMENT TO VERIFY THE CORRECT SELECTION OF THE PRV PROVIDED IRRESPECTIVE OF ANY MODEL SPECIFIED ON THE DRAWINGS. 44. BACK FLOW PREVENTORS SHALL BE PROVIDED ON ALL BEVERAGE MACHINES AND ICE MAKERS WHETHER SHOWN ON THE DRAWINGS OR NOT. SLOPE OF HORIZONTAL DRAINAGE PIPE TABLE 704.1, 2012 IPC) SIZE (INCHES) MINIMUM SLOPE (INCH PER FOOT) 2-1/2 OR LESS 1/4 3TO6 1 8 8 OR LARGER 1 16 ABBREVIATIONS: AAV = AIR ADMITANCE VALVE AFF = ABOVE FINISHED FLOOR BFP = BACK FLOW PREVENTER CO = CLEANOUT CW = COLD WATER -F = DEGREES FAHRENHEIT DIA = DIAMETER FD = FLOOR DRAIN PRV = PRESSURE REDUCING VALVE RD = ROOF DRAIN SAN = SANITARY TYP = TYPICAL VTR = VENT THROUGH ROOF WCO = WALL CLEANOUT HP = HORSEPOWER FIRE PROTECTION NOTES: 1. THE CONTRACTOR SHALL DESIGN AND INSTALL COMPLETE HYDRAULICALLY CALCULATED AND DESIGNED AUTOMATIC FIRE PROTECTION SPRINKLER SYSTEMS IN FULL COMPLIANCE WITH NFPA 13, NFPA 24 AND NFPA 20 AS APPLICABLE. REFER TO ARCHITECTURAL DRAWINGS FOR NAMES OF ALL AREAS, FIRE RATINGS, FIXTURE LAYOUTS, ETC. 2. DESIGN CRITERIA: THE CONTRACTOR SHALL DETERMINE THE SPECIFIC REQUIREMENTS OF THE OWNER'S INSURERS AND THE AUTHORITY HAVING JURISDICTION, INCLUDING DESIGN DENSITIES, AREA OF OPERATION AND REQUIRED HAZARD CLASSIFICATION AND OTHER ADDITIONAL SPECIAL REQUIREMENTS AND PROVIDE A SYSTEM TO SUIT. A 10 PSIG CUSHION SHALL BE HYDRAULICALLY DESIGNED INTO EACH SYSTEM. THE CONTRACTOR SHALL PROVIDE THE ARCHITECT WITH DOCUMENTED VERIFICATION OF ALL REQUIREMENTS. 3. THE INSTALLATION SHALL BE DESIGNED IN ACCORDANCE WITH APPLICABLE NFPA STANDARDS UNLESS MODIFIED BY THE OWNER'S FIRE INSURANCE CARRIERS INTERPRETATION GUIDE. ALL PLANS AND FINAL INSTALLATIONS ARE SUBJECT TO ACCEPTANCE BY THE FIRE INSURANCE CARRIER AND THE AUTHORITY HAVING JURISDICTION. 4. THE CONTRACTOR SHALL PREPARE AND SUBMIT SHOP DRAWINGS AND HYDRAULIC CALCULATIONS THAT COMPLY WITH AND PROVIDE ALL THE INFORMATION ITEMIZED UNDER NFPA 13, "WORKING PLANS", "HYDRAULIC CALCULATION FORMS", "WATER SUPPLIES". DRAWINGS SHALL BE PREPARED BY A REGISTERED FIRE PROTECTION PROFESSIONAL ENGINEER OR BY A FIRE PROTECTION CONTRACTOR CERTIFIED IN THE STATE AND COUNTY TO DO SUCH WORK. 5. SHOP DRAWINGS AND HYDRAULIC CALCULATIONS SHALL BE SUBMITTED FOR PERMITTING AND APPROVALS BY THE OWNER'S INSURANCE UNDERWRITERS AND THE AUTHORITY HAVING JURISDICTION. SPRINKLER SHOP DRAWINGS AND HYDRAULIC CALCULATIONS MUST BE APPROVED PRIOR TO DOING ANY WORK. 6. SPRINKLER CONTRACTOR'S CERTIFICATION NUMBER AND DATE OF EXPIRY SHALL BE IDENTIFIED ON THE DRAWINGS AND CALCULATIONS. CONFIRMATION OF REGISTRATION/CERTIFICATION SHALL BE SUBMITTED TO THE GENERAL CONTRACTOR AND OWNER PRIOR TO COMMENCING WORK. THE SYSTEM INSTALLER SHALL BE CERTIFIED BY THE COUNTY LOCAL AUTHORITY AND THE AUTHORITY HAVING JURISDICTION TO DO FIRE SPRINKLER PROTECTION WORK IN THE COUNTY. 7. THE CONTRACTOR SHALL PAY ALL FEES REQUIRED. THE CONTRACTOR SHALL ARRANGE FOR ALL INSPECTIONS REQUIRED BY THE LOCAL AUTHORITY HAVING JURISDICTION PRIOR TO ACCEPTANCE. 8. THE PIPING LAYOUT SHALL BE COORDINATED WITH THE BUILDING AND OTHER SERVICES. HVAC DUCTS, RAIN AND SANITARY LINES SHALL HAVE PRIORITY OVER SPRINKLER LINE ROUTING. SPRINKLER LINES SHALL NOT RESTRICT ACCESS TO ANY EQUIPMENT. SPRINKLER HEAD LOCATIONS ARE SHOWN FOR REFERENCE ONLY. DO NOT INSTALL PIPING UNDER LIGHT FIXTURES. 9. ALL SPRINKLER PIPING ABOVE GRADE SHALL BE SUPPORTED FROM THE BUILDING STRUCTURE AND SHALL NOT REST ON CEILINGS TEES AND TILES, DUCTS, LIGHT FIXTURES, ETC. AND SHALL BE IN CORRECT ALIGNMENT AND PITCH, TO PREVENT VIBRATION, AND TO EFFECTIVELY PROVIDE FOR EXPANSION AND CONTRACTION PER NFPA 13. THE CONTRACTOR SHALL SUPPORT THE SPRINKLER SYSTEM COMPONENTS TO MEET THE SEISMIC BRACING REQUIREMENT FOR MECHANICAL COMPONENTS AND SYSTEMS AS DEFINED IN THE INTERNATIONAL BUILDING CODE. 10. SPRINKLER PIPING SHALL BE ROUTED TO MAINTAIN CLEAR HEIGHTS IMPLIED ON ARCHITECTURAL DRAWINGS (CEILING, DOOR, WINDOW, ETC., HEIGHTS). 11. SPRINKLER SYSTEMS SHALL HAVE ALL APPURTENANCES REQUIRED BY NFPA 13 AND LOCAL AUTHORITIES HAVING JURISDICTION. 12. RECOMMENDATIONS IN THE NFPA STANDARDS ("SHOULD") SHALL BE DEEMED MANDATORY ("SHALL") FOR PURPOSES OF THIS WORK. PLUMBING FIXTURE SCHEDULE TAG MANUFACTURER MODEL DESCRIPTION ACCESSORIES FLOOR MOUNTED (1.28 GPF) FLUSH TANK HANDICAPPED TOILET WITH PROVIDE WITH ELONGATED OPEN FRONT SEAT WITHOUT LID. HWC BRIGGS HET 4834 ELONGATED BOWL: WATER CLOSET RIM TO BE 17" AFF. L1 BRIGGS 6620 "MILTON" ADA COMPLIANT, WALL MOUNTED LAVATORY. 20"08", VITREOUS PROVIDE WITH DELTA FAUCET MODEL: 501 W/ SINGLE LEVER HANDLE CHINA, WITH FAUCET HOLES ON 4" CENTERS. W/ 0.5 GPM AERATOR, �" MALE THREADED CONNECTIONS. DRAIN: CHROME FINISH GRID DRAIN W/ OVERFLOW HOLES, DELTA MODEL 33T260. BRASSCRAFT OR EQUAL STOPS, FLEXIBLE STAINLESS STEEL CONNECTORS & ADA COMPLIANT TRAP MS STERN-WILLIAMS HL-1800 24"x24"02" MOP SINK. 12" CORNER TYPE W/ DROP FRONT T-10-VB SINK FAUCET. POLISHED CHROME FINISH, LEVER HANDLES & SPRING CHECKS, SPOUT W/ BUCKET HOOK, HOSE THREAD & VACUUM BREAKER. FCO/ ZURN Z-1400 ADJUSTABLE FLOOR CLEANOUT WITH GAS & WATER TIGHT ABS, MEDIUM GCO TRAFFIC W/ NICKEL -BRONZE COVER ANTI -SIPHON, NON -FREEZE, AUTOMATIC DRAINING WALL HYDRANT W/ NFWH WOODFORD B65 VACUUM BREAKER, IN TAMPER RESISTANT BRASS BOX WITH KEY FLOOR DRAIN, DURACOATED CAST IRON BODY WITH BOTTOM 6" DIAMETER NICKEL -BRONZE FINISH WITH STRAINER, TRAP PRIMER FD ZURN Z-415 OUTLET, COMBINATION INVERTIBLE MEMBRANE CLAMP & ADJUSTABLE "B" CONNECTION & VANDAL PROOF SECURED TOP. COLLAR WITH TYPE POLISHED, NICKEL BRONZE STRAINER. GATE MILWAUKEE FIG. 149 GATE VALVE ADA COMPLIANT, BI-LEVEL, WALL MOUNTED WATER COOLER WITH FRONT PROVIDE WITH GLASS FILLER, McGUIRE 1-1/4" P-TAP & SUPPLIES AND SLDF ELKAY LZSTL8C & SIDE TOUCH CONTROLS WITH GLASS FILLER. ELECTRICAL: 120 VOLT, STOPS. 3.7 AMPS. MV LAWLER TMM-1070T ASSE 1070 UNDER-THE-COUNTER THERMOSTATIC MIXING VALVE WITH 3/8" INLETS & 3/8" OUTLET INTEGRAL RUBBER DUCK -BILL A THERMOSTATIC HIGH TEMPERATURE LIMIT STOP 0 1107. CHECKS SET TO DELIVER MAX. 110'F TEMPERED WATER WCO ZURN Z-1446 CLEANOUT TEE, CAST IRON BODY, GAS & WATER TIGHT ABS TAPERED THREAD PLUG, & ROUND, SMOOTH STAINLESS STEEL WALL ACCESS COVER WITH SECURING SCREW. WATER HEATER SCHEDULE TAG MANUFACTURER MODEL CAPACITY (GAL)QE�OVT � RECOVERY RATE (0 100-F RISE) ELECTRICAL NOTES: V/PH/HZ EWH1,2 A.O. SMITH EJCS-20 19 2500 11 GPH 120/1/60 1 NOTES: 1. PROVIDE EXPANSION TANK & T & P VALVE. INSTANTANEOUS WATER HEATER SCHEDULE TAG MANUFACTURER MODEL ELEMENT WATTAGE TEMP. RISE CF) 0 0.5 GPM ELECTRICAL NOTES: V/PH/HZ IWH CHRONOMITE CM-15L 3120 43 208/1/60 1 NOTE& 1. WATER HEATER WITH FACTORY PRESET SETTING TO DELIVER MAX. 104'F HOT WATER. SUMP PUMP SCHEDULE TAG MANUFACTURER MODEL DESCRIPTION ACCESSORIES SUBMERSIBLE UTILITY PUMP AND OIL -MINDER (OIL MONITOR) CONTROL STANCOR OIL -MINDER CONTROL SYSTEM WITH BUILT-IN AUDIBLE AND SYSTEM. NEMA 4x WEATHERTIGHT CORROSION RESISTANT FIBERGLASS VISUAL ALARM WHEN PUMP DOES NOT RUN DUE TO OIL IN PIT OR SP1 ENCLOSURE, STAINLESS STEEL SENSOR PROBE, ALARM, LIGHT & REMOTE HIGH LIQUID OR HIGH AMPERAGE CONDITION. PROVIDE SILENCING SP2 STANCOR SE-100 MONITORING CIRCUIT, LIGHTS FOR OIL SPILL, POWER & HIGH LEVEL BUTTON FOR AUDIBLE ALARM BUILT INTO PANEL. PANEL SHALL HAVE OVERLOAD & PUMP RUN. DUTY: 50 GPM 0 28 FEET OF HEAD. TWO CONTACTS FOR A REMOTE ALARM LOCATION (ONE EACH FOR OIL ELECTRICAL: 1 HP, 115V/10, 12 FLA. MIN. SUMP DIMENSIONS: AND HIGH WATER OR AMPERAGE ALERT). W x D x H= 12" x 12" x 18" WATER & SEWER TAP NOTE: WATER & SEWER TAPS WILL BE BY GENERAL CONTRACTOR SYMBOL PLUMBING LEGEND DOMESTIC (COLD) WATER PIPING HOT WATER PIPING SANITARY PIPING NEW HOT WATER CIRCULATION LINE VENT PIPING BELOW FLOOR DOMESTIC WATER PIPING t--9 1? PIPING TURNING DOWN CC P-TRAP �L VENT THROUGH ROOF ® FLOOR/GRADE CLEAN OUT �-- FLOOR DRAIN F- WALL CLEANOUT -fly SHUT-OFF VALVE --- CHECK VALVE BELOW GRADE SPRINKLR PIPING MARSHALL & BOLLWERK ENGINEERING, INC. 33BO Trickum Rd., Bldg. 500-104 Woodstock, Ga. 301 BB p: (67B) 795-0333 e: mbe@mbeinc.net RELEASED FOR CONSTRUCTION O CV d- zn W =Q w c� Y Q QI.- 'i z OQ U-)� Q Q Q O E Q) N M In Q) O Cn In i MY PRINTED PERMIT 02/02/202 J. MICHAEL JONES, P.E. FL LICENSE No.49682 �CENS�' o. 4958 - 7 INAL LLI V Ono O Z LLJ r) � W O-1 -1 O LLI 0:� 04 F- p u') M Lj Z Q M � Q > z W 0 --� J Q Li O m L j a, N Z Q J J CQ Q uj O O M 2 CL � J � � W �0 U to N SHEET TITLE PLUMBING NOTES, LEGEND, ABBREVIATIONS AND SCHEDULES DRAWN KE CHECKED KE DATE 12/2021 SCALE AS NOTED JOB NO. 0000 SHEET p - 1 OF 7 SHEETS 131 rLVV1"i rLVMOINU - VVMC01 1%o wH 1 m rLAN 0 SCALE: 1 /8" = 1'-0" MARSHALL & SOLLWERK ENGINEERING, INC. 33BO Trickum Rd., Bldg. 500-104 Woodstock, Ga. 301 BB p: (678) 795-0333 e: mbe@mbeinc.net RELEASED FOR CONSTRUCTION 00 0 00 L� �I w �o — r7 O � O I d, N t Q w =Q w 0 Y Q Q � J Z O Q LO-J �Q Q Q U) 0 E a� a) co O �U 0 Cn Cn Q :.i 0 U REVISIONS BY OWNER COMMENTS A4/5/22 KE OWNER COMMENTS Q 12/19/22 KE PRINTED PERMIT 02/02/20214. J. MICHAEL JONES, P.E. FL LICENSE No.49582 _ o. 4958 "- TONAL W C� Q 0 V) Z W C:j � W 0 = 10 W 0:� N o � WZaM M 0 0 O > 2 W 0 J J 0 = Li O m�Wm(/ za�;� QQ= LAJ O 0 W O) n. m U to N SHEET TITLE 1 st FLOOR DOMESTIC WATER PLAN DRAWN KE CHECKED KE DATE 12/2021 SCALE 1/8" = 1'-0" JOB NO. 0000 SHEET P-2 OF 7 SHEETS REVISIONS BY OWNER COMMENTS Q12/19/22 KE PRINTED PERMIT 02/02/202 J. MICHAEL JONES, P.E. FL LICENSE No.49582 C E Ns F� 0.4958 cv �` R 10"".G`��11\\�� Ld 0 Q O Z W p :2 L Li J O -� . 1O W Of N >� oLo WZaM M � Q O > Z W J J D LA- 3 Li M (/f Z Q J J Q Q O O M 2 0 a) LLJ a m U to N SHEET T TLE 1 st FLOOR PLUMBING SANITARY & VENT PLAN DRAWN KE CHECKED KE DATE 12/2021 SCALE 1 /8" = 1'-0" JOB NO. 0000 SHEET P-3 OF 7 SHEETS 2nd FLOOR PLUMBING - DOMESTIC WATER PLAN SCALE: 1 /8" = 1'-0" MARSHALL & BOLLWERK ENGINEERING, INC. 3380 Trickum Rd., Bldg. 500-104 Woodstock, Ga. 301 BB p: (678) 795-0333 e: mbe@mbeinc.net RELEASED FOR CONSTRUCTION co 0 00 Lo w t o to (no I U E N N D Cn �U O Cn Cn Q 0 REVISIONS BY OWNER COMMENTS Q 12/19/22 KE PRINTED PERMIT 02/02/202 J. MICHAEL JONES, P.E. FL LICENSE No.49582 ��, *\C1v EL �Qy'�_ �4 `\1 vC E NSF cif' .4958 _ R I TONAL 14*2022 W 0 Q O � Z W 0 :2 W CL J O --1 10 wQ� N > F.- o L0 w z a o O > Z W 0 J J 5 = L L.. m m 3 W V J J Z Q JLLI �Qa= O M = 0 Q� J Q'f W o_ m U co N SHEET TITLE 2nd FLOOR DOMESTIC WATER PLAN DRAWN KE CHECKED KE DATE 12/2021 SCALE 1 /80 = 1'-0" JOB NO. 0000 SHEET P-4 OF 7 SHEETS 2nd FLOOR PLUMBING - SANITARY & VENT PLAN SCALE. 1 /8" - 1'-0" MARSHALL & BOLLWERK ENGINEERING, INC. 33BO Trickum Rd., Bldg. 500-104 Woodstock, Ga. 301 BB p: (67B) 795-0333 e: mbe@mbeinc.net RELEASED FOR CONSTRUCTION N mot' ¢0 W _ Q w 0 Y Q Q � J Z 0 Q to � .- I U Cn 0 E U Cn a� �U 0 Cn Cn EN T Cn W U C 0 U REVISIONS BY OWNER COMMENTS Q 12/19/22 KE PRINTED PERMIT 02/02/202 J. MICHAEL JONES, P.E. FL LICENSE No.49582 v\ C E NSF 0.495$ TONAL W 0 Q 0 � Z W r) M W C J 0 --� J 0 W r N F p uA LEI Z a zr)0W 0 -J J m m Z Q ~ J J Q Q LAJ O — M = J rn w 0 a. m U c0 N SHEET TITLE 2nd FLOOR PLUMBING SANITARY & VENT PLAN DRAWN KE CHECKED KE DATE 12/2021 SCALE 1 /8" = 1'-0" JOB NO. 0000 SHEET P-5 OF 7 SHEETS PRINTED PERMIT 02/02/202 J. MICHAEL JONES, P.E. FL LICENSE No.49582 \,\CENsF - o. 4958 _ R I OQ' INAL 2022 W Q Of O � Z Ld p W O -� 0 W O:f CN' p rn W r� p > O Z W J J 5 p D O 3 Of W m N Z Q J J CQ Q � O 0 M 2 W 0 Cn a. m SHEET TITLE OFFICE BUILDING -- DOMESTIC WATER, SANITARY & VENT PLANS DRAWN KE CHECKED KE DATE 12/2021 SCALE 1 /40 = 1'-0" JOB NO. 0000 SHEET P-6 OF 7 SHEETS iL 3" VTR 3" 3" J JNIV LIIVL. JLL CIVIL UTILITY PLANS FOR CONTINUATION. MS WASTE & VENT RISER DIAGRAM -OFFICE BLDG NOT TO SCALE JIL 3" VTR WCC SAN LINE. SEE /IL UTILITY PLANS R CONTINUATION. WASTE & VENT RISER DIAGRAM -STORAGE BLDG NOT TO SCALE /DOMESTIC WATER N4" / ENTRANCE. SEE 1 " DETAIL. 1 " DOMESTIC WATER Ik NFWH `" 1 �-� LINE. SEE CIVIL NF I v 1 " UTILITY PLAN FOR CONTINUATION. HWC 4" H„" MS L1/MV DOMESTIC WATER RISER DIAGRAM -OFFICE BLDG NOT TO SCALE ROUND SECURED GASKETED NICKEL BRONZE ADJUSTABLE TOP WITH "CO" CAST IN COVER. PROVIDE CLEANOUT TOP WITH VARIATIONS SUITABLE FOR FLOOR COVERING (CARPET MARKER, RECESSED FOR TILE, SCORIATED FOR UNFINISHED FLOORS). PROVIDE GASKETED PLASTIC PLUG IN CAST IRON BODY. USE TEFLON JOINT COMPOUND ON PLUG THREADS. CLEAN THE TOP OF EXPOSED FCO AFTER INSTALLATION. MEMBRANE CLAMP17 FLOOR SLAB AS REQUIRED FOR SAME SIZE AS SEWER DEPTH OF SEWER UP TO 4" MAXIMUM. HUB AND SPIGOT LONG SWEEP ELBOW AT CAST IRON PIPE END OR TURN OF RUN. BELOW FLOOR. -�� SANITARY OR STORM COMBINATION WYE AND SEWER LINE EIGHTH BEND IN RUN. ENTER TOP OF PIPE. DIRECTION �— <__ OF FLOW LOCATE AT BUILDING EXIT, AT ENDS OF RUNS, AT TURNS OF PIPE GREATER THAN 45 DEGREES, AT 50' INTERVALS ON STRAIGHT RUNS, AND/OR WHERE SHOWN ON PLANS. PROVIDE BACKFILL PER ARCHITECTURAL SPECIFICATIONS. LOCATE CLEANOUTS WHERE THERE IS 18" CLEAR AROUND. CONSULT LOCAL CODES FOR OTHER FCO REQUIREMENTS. FLOOR CLEAN OUT: NOT TO SCALE DOMESTIC WATER RISER DIAGRAM -STORAGE BLDG NOT TO SCALE PIPE MAY EXTEND AS WASTE OR VENT. PROVIDE CLEANOUT TEE WITH SCREWED COUNTER- SUNK ABS PLASTIC PLUG: TAPERED -THREAD WITH TFE JOINT COMPOUND. — WHERE CLEANOUT TEE IS CONCEALED IN A CHASE OR PARTITION, PROVIDE A ROUND 18 GAUGE STAINLESS STEEL COVER WITH BEVELED EDGES AND FLATHEAD MACHINE SCREW. ° d d d CONCRETE HUB AT FLOOR FLOORISER LENGTH SLAB.,AS REQUIRED - LONG SWEEP AT END OF LINE OR COMBINATION WYE AN EIGHTH BEND IN RUN OF LINE. C—f COLUMN OR PARTITION AS SHOWN ON FLOOR I I 1 1 PLAN. CLEANOUT FACE SHALL BE WITHIN 4" OF WALL SURFACE. PROVIDE EXTENSION I I 1 1 IF REQUIRED. 4 a ° a REFER TO PLUMBING FIXTURE SCHEDULE FOR FURTHER INFORMATION. DIRECTION 00 PROVIDE WCO WHERE SHOWN ON PLAN, AND ON SANITARY WASTE BRANCHES NOT SERVED WITH A FLOOR CLEANOUT: LOCATE ABOVE FIXTURE FLOOD RIM WITHIN 4' OF FLOOR. CONSULT LOCAL CODES FOR OTHER WCO REQUIREMENTS. WALL CLEAN OUT: NOT TO SCALE Lavatory Diagram Hot Outlet Inline Flow Control Mounting Flanges (4) l Instant -Flow Heater 1 Faucet Flow Control Cold Outlet , -3/8* Copper Tubing 1 /2" Three Way Angle Stop Valve Inlet Main _�X Fittings (2) Recess in I all if Mounted on Drywall) INSTANTANEOUS WATER HEATER DETAIL NOT TO SCALE VACUUM RELIEF VALVE EXPANSION TANK TEMPERATURE & - PRESSURE RELIEF VALVE WITH 3/4" COPPER DRAIN LINE. WATER HEATER SHUT-OFF VALVE ON COLD WATER SUPPLY TO WATER HEATER. 2" HOLDRITE QUICKSTAND #40-SWHP-WM 6,-0" DRAIN & RELIEF VALVE DIRECTEE PER LOCAL CODE REQUIREMENTS PARTITION WALL — MOP SINK 1 f SEE HOLDRITE INSTALLATION INSTRUCTIONS FOR ATTACHMENT TO VARIOUS WALL TYPE. (TYPICAL) SEE HOLDRITE INSTALLATION INSTRUCTIONS FOR ATTACHMENT TO VARIOUS WALL TYPE. (TYPICAL) SEE STRUCTURAL PLANS FOR ATTACHMENT METHOD. WATER HEATER ON SHELF DETAIL SCALE: NONE SUPPLY TO BUILDING CEILING ESCUTCHEON BALL VALVE (TYP) PRESSURE GAGE COMBINATION PRESSURE REDUCING 0 - 100 PSI RANGE VALVE AND STRAINER SET DISCHARGE �'T 0 60 PSIG 3/4" — �� UNION (TYPICAL) HOSE THREAD FITTING FLOOR 4 -DOUBLE CHECK VALVE BACKFLOW PREVENTER WITH BALL VALVES AND STRAINER. NOT REQUIRED IF BACKFLOW PREVENTER IS SHOWN ON CIVIL PLANS. -BALL VALVE (TYP) SLEEVED PENETRATION & WATER SUPPLY FROM MAIN DOMESTIC WATER SERVICE ENTRANCE NOT TO SCALE FLASHING AND COUNTER - FLASHING OF VTR IS BY ROOFING CONTRACTOR. - PLUMBING CONTRACTOR TO COORDINATE INSTALL. CORE DRILL ROOF OR PROVIDE SLEEVE IF REQUIRED BY TYPE OF ROOF DECK. PROVIDE FIRE STOP SEAL BETWEEN r PIPE AND SLEEVE OR DECK il PROVIDE PIPE INCREASER IF/WHERE CODE REQUIRES A MINIMUM 3" VENT THRU ROOF MINIMUM 12" ABOVE ROOF NORMALLY. EXTEND TO HEIGHT OF PARAPET WHEN WITHIN 10' OF PARAPET. MTL.ROOF (I ROOF DECK J ANCHOR PIPE TO ROOF DECK WITH U-BOLT AROUND PIPE AND ANGLE IRON WELDED OR SCREWED TO ROOF DECK OR JOIST. MINIMUM 12" BELOW ROOF HUBLESS PIPE CONNECTORS ON CAST IRON PIPE. REFER TO PLANS FOR VTR PIPE SIZES AND LOCATIONS. LOCATE VTR MINIMUM THREE FEET FROM PROPERTY LINE, OR TEN FEET HORIZONTAL OR THREE FEET VERTICAL ABOVE ANY BUILDING OPENING OR FRESH AIR INTAKE, OR ONE FOOT FROM ANY VERTICAL SURFACE. LOCATE VTR MINIMUM 18" FROM PARAPET, EXPANSION JOINT, EQUIPMENT CURB, ETC. OFFSET IN CEILING SPACE WHERE REQUIRED TO MEET THESE CONDITIONS. VENT THRU ROOF (VTR): NOT TO SCALE MARSHALL & BOLLWERK ENGINEERING, INC. 33BO Trickum Rd., Bldg. 500-104 Woodstock, Ga. 301 BB p: (67B) 795-0333 e: mbe@mbeinc.net RELEASED FOR CONSTRUCTION 00 0 00 L� I W r7 0 M 0 I d; � N � O W 2 W ca YQ J F- Z Q Q W r O U REVISIONS BY OWNER COMMENTS Q12/19/22 KE PRINTED PERMIT 02/02/202 J. MICHAEL JONES, P.E. FL LICENSE No.49682 � 11�,-- cif' �\ C E N q o. 4958 _ R 1 OP' ���' ``\`� -- IONA L,, '--"",,,,4&2022 V Q O V) Z L,J 0 Lj O� —I O LIJ 0:� p L,J Z Q M 0 0 O > Z W 0 J J O Q M W m m Of W v 3 J Z Q J J Q Q LLI 12 0 � O 0 0 W o_ m U (0 N SHEET TITLE PLUMBING DETAILS AND RISERS DRAWN KE CHECKED KE DATE 12/2021 SCALE AS NOTED JOB NO. 0000 SHEET P-7 OF 7 SHEETS ELECTRICAL SPECIFICATIONS AND NOTES: 1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE 2017 NATIONAL ELECTRICAL CODE (NFPA 70), AS MODIFIED BY THE STATE, COUNTY, CITY AND/OR OTHER LOCAL CODES. THE SERVICE AND METERING SHALL COMPLY WITH THE REQUIREMENTS OF THE ELECTRICAL UTILITY. PRIOR TO DISTURBING THE SOIL, CONTACT THE UNDERGROUND UTILITY LOCATION SERVICE TO LOCATE AND FLAG ALL EXISTING UNDERGROUND PIPING, COMMUNICATION AND ELECTRICAL DISTRIBUTION CABLES/CONDUIT. 2. THE CONTRACTOR SHALL PROVIDE ALL MATERIAL, LABOR, AND EQUIPMENT NECESSARY TO FURNISH A COMPLETE AND OPERABLE ELECTRICAL SYSTEM. ALL WORK SHALL BE PERFORMED IN A NEAT AND PROFESSIONAL MANNER. 3. THE CONTRACTOR SHALL VERIFY THE FOLLOWING ITEMS WITH THE ELECTRICAL UTILITY AND THE OWNER AND REPORT ANY DISCREPANCY TO THE ARCHITECT PRIOR TO THE START OF WORK: A. LOCATION, SIZE, NUMBER AND TYPE OF SERVICE TRANSFORMERS AND SERVICE LATERALS B. AVAILABLE VOLTAGE, PHASE, AND CAPACITY C. AVAILABLE FAULT CURRENT AT RATED VOLTAGE, SUBMIT THIS INFORMATION WITH THE SHOP DRAWINGS ON PANELBOARDS. ALONG WITH LETTER FROM THE POWER COMPANY. THIS INFORMATION SHALL BE USED FOR LABELING OF PANELBOARDS PER NEC 110.24(A). D. METERING EQUIPMENT E. THAT THE REQUIRED NUMBER OF SERVICE CONDUCTORS SHOWN CAN BE CONNECTED TO THE TRANSFORMER LUGS F. WORK REQUIRED BY THE CONTRACTOR, IF ANY, TO MEET THE NEEDS AND/OR REQUIREMENTS OF THE UTILITY COMPANY FOR THIS PROJECT. G. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING AND PAYING THE COST FOR ALL NECESSARY TEMPORARY ELECTRICAL POWER FOR CONSTRUCTION USE. 4. THE CONTRACTOR SHALL OBTAIN, PURCHASE, AND MAINTAIN ALL PERMITS, AND INSPECTIONS REQUIRED BY THE GOVERNING AUTHORITIES FOR THE DURATION OF THIS PROJECT. 5. THE CONTRACTOR SHALL COORDINATE ALL ELECTRICAL REQUIREMENTS, AND MAKE ALL FINAL CONNECTIONS, TO EQUIPMENT FURNISHED BY OTHER TRADES. THE CONTRACTOR SHALL GUARANTEE ALL MATERIALS, EQUIPMENT, AND WORKMANSHIP FOR A PERIOD OF ONE YEAR AFTER FINAL ACCEPTANCE OF THE COMPLETED PROJECT. 6. PANELBOARDS AND OTHER ELECTRICAL EQUIPMENT SHALL BE INSTALLED AS SHOWN ON THE PLANS, UNLESS NOTED OTHERWISE. MOUNT ALL WALL -MOUNTED, SURFACE TYPE, GROUPED ELECTRICAL EQUIPMENT ON 3/4" THICK EXTERIOR GRADE PLYWOOD, PAINTED GRAY, OR CONCRETE BLOCK WALLS, WHERE APPROVED BY THE STRUCTURAL ENGINEER. FLOOR -MOUNTED EQUIPMENT SHALL BE INSTALLED ON A 4" HIGH CONCRETE PAD WITH CHAMFERED EDGES. VERIFY THE DEPTH OF RECESSED PANELS AND WALL CAVITIES, AND COORDINATE THE INSTALLATION WITH THE ARCHITECTURAL DRAWINGS, AND THE GENERAL CONTRACTOR. WORKING CLEARANCES SHALL BE 36" (FOR 208 VOLT SYSTEM) OR 42" (FOR 480 VOLT SYSTEM) MINIMUM, AND WIDTH OF EQUIPMENT OR 30" MINIMUM, WHICHEVER IS GREATER, WIDE, PER NEC ARTICLE 110.26. WHERE A PANELBOARD OR LOADCENTER IS LOCATED IN A STORAGE OR EQUIPMENT ROOM (NOT A CORRIDOR) THAT IS NOT PARTITIONED FROM OTHER USES, PAINT THE LIMITS OF THE WORKING CLEARANCES FROM NEC ARTICLE 110.26 ON THE FLOOR IN FRONT OF THE EQUIPMENT. 7. THE CONTRACTOR SHALL COORDINATE THE WIDTH, DEPTH, HEIGHT, DOOR SWINGS, AND NEC ARTICLE 110.26 CLEARANCES FOR ALL PANELS, TRANSFORMERS, STARTERS, AND SAFETY SWITCHES TO INSURE THAT ALL EQUIPMENT FITS WITHIN THE SPACE ALLOWED. 8. IDENTIFY PANELBOARDS, SAFETY SWITCHES, STARTERS, CONTROLS, AND OTHER ELECTRICAL EQUIPMENT WITH ENGRAVED PLASTIC NAMEPLATES HAVING CONTRASTING 1 /4" HIGH (OR LARGER) LETTERS, WITH NAMES TO MATCH THE SCHEDULES OR OTHER DRAWING REFERENCES. TYPEWRITTEN PANEL DIRECTORIES SHALL BE PROVIDED IN ALL PANELBOARDS IN ACCORDANCE w/ NEC 408.4(A), AND SHALL REFLECT AS -BUILT CONDITIONS. ALSO, LABEL ALL PANELBOARDS IN ACCORDANCE w/ NEC 110.16, 110.24(A) AND 408.4(B). 9. ALL WIRING, CONSISTING OF INDIVIDUAL CONDUCTORS, SHALL BE INSTALLED IN CONDUIT, EXCEPT WHERE SPECIFICALLY SHOWN ON THE DRAWINGS. ALL EXTERIOR CONDUITS AND EXPOSED CONDUITS SHALL BE RIGID GALVANIZED STEEL, OR INTERMEDIATE METAL CONDUIT, BUT THEY SHALL NOT BE MIXED ON THIS PROJECT. WHERE USED INDOORS MAY BE EMT. CONCEALED CIRCUITS MAY BE RUN IN EMT OR BE TYPE MC CABLE (BX). NON-METALLIC SHEATHED (TYPE NM) CABLE SHALL NOT BE PERMITTED ON THIS PROJECT. IN FINISHED AREAS WITH CAVITY TYPE WALL CONSTRUCTION, ALL CONDUIT SHALL BE CONCEALED, UNLESS NOTED OTHERWISE. IN FINISHED AREAS WITH NON -CAVITY TYPE WALL CONSTRUCTION, SURFACE MOUNTED GRS, IMC, OR EMT SHALL BE USED. ALL EMPTY CONDUITS SHALL BE PROVIDED WITH A NYLON PULL CORD RATED FOR 200 POUND TENSION. ANY OF THE FOLLOWING TYPES OF RACEWAYS MAY BE USED, SUBJECT TO THE NEC AND THE ADDITIONAL RESTRICTIONS LISTED, IF ANY. A. CONCEALED: 1). GRS, OR IMC. 2). EMT. COMPRESSION, OR SET SCREW FITTINGS, BUT NOT BOTH TYPES. 3). PVC. SCHEDULE 40. SCHEDULE 80 WHERE INDICATED ON THE DRAWINGS. UNDERGROUND ONLY. 4). TYPE MC CABLE. ONLY ABOVE ACCESSIBLE CEILINGS, IN WALL CAVITIES, AND ADDITIONAL USAGES AS APPROVED BY AUTHORITY HAVING JURISDICTION, AND OWNER. B. EXPOSED: 1). GRS, OR IMC. 2). EMT. COMPRESSION, OR SET SCREW FITTINGS. ONLY WHERE USED INDOORS AND NOT SUBJECT TO PHYSICAL DAMAGE. 3). FLEXIBLE METAL CONDUIT. 4). LIQUIDTIGHT FLEXIBLE METAL CONDUIT. OUTSIDE AND WHERE MOISTURE IS PRESENT. 10. PROVIDE EXPANSION FITTINGS IN ALL RIGID RACEWAYS CROSSING STRUCTURAL EXPANSION JOINTS. FURNISH AND INSTALL ALL SUPPORTS REQUIRED FOR CONDUIT, MATERIALS, DEVICES, EQUIPMENT AND THE LIKE, WHERE THE BUILDING STRUCTURE IS NOT ADAPTED OR SUITABLE FOR MOUNTING SAME DIRECTLY THEREON. RACEWAYS SHALL NOT BE USED AS SUPPORTS FOR BOXES OR OTHER ELECTRICAL EQUIPMENT. PLENUM CABLE SUPPORT BRACKETS SHALL BE OPEN ON ONE SIDE, AND CABLES SHALL BE ATTACHED WITH PLASTIC CABLE TIES. ALL RACEWAY PENETRATIONS, THROUGH AREWALLS, SHALL BE SEALED WITH UL LISTED SEALING COMPOUNDS TO MAINTAIN THE FIRE RATING OF THE WALL. ALL RACEWAYS/SLEEVES PASSING THROUGH AREAS OF DIFFERENT TEMPERATURES, I.E. FROM INSIDE TO OUTSIDE OF BUILDINGS SHALL BE SEALED WITH AN APPROVED PUTTY OR DUCT -SEAL TO PREVENT THE CIRCULATION OF WARM AIR TO A COLDER SECTION OF THE RACEWAY OR SLEEVE. ALL RACEWAY PENETRATIONS THROUGH EXTERIOR WALLS, BELOW FINISHED GRADE AND NOT SLAB ON GRADE SHALL BE SEALED WITH UL LISTED WATERPROOF THRU-WALL SEALS, O.Z. GEDNEY TYPE FSK, THUNDERLINE, OR APPROVED EQUAL. ALL RACEWAY PENETRATIONS THROUGH EXTERIOR AND INTERIOR WALLS AND FLOORS SHALL BE PROPERLY SEALED. 11. THE CONTRACTOR SHALL COORDINATE THE INSTALLATION OF RACEWAY SYSTEMS AND ROUGHING -IN FOR ALL LOW VOLTAGE (LV) EQUIPMENT [COMPUTER, DATA, SECURITY, POINT -OF -SALE (POS), MUSIC, PAGING, INTERCOM, FIRE DETECTION, TV, AND TELEPHONE] WITH THE OWNER AND EQUIPMENT SUPPLIER(S) PRIOR TO THE INSTALLATION OF CONDUITS, JUNCTION BOXES, WIRING DEVICES, AND WIRING. ALL EMPTY CONDUITS SHALL BE PROVIDED WITH A NYLON PULL CORD. ALL WIREWAYS, PULL BOXES, DEVICE BOXES, AND JUNCTION BOXES SHALL BE SIZED PER JIC, NEMA, AND THE NATIONAL ELECTRICAL CODE. ALL WIRING WITHIN BOXES AND WIREWAYS SHALL BE TAGGED WITH PANEL AND CIRCUIT NUMBERS. 12. TWENTY AMP BRANCH CIRCUITS MAY BE SHOWN WITH EITHER SINGLE CIRCUIT, OR THREE CIRCUIT (MULTIWIRE BRANCH CIRCUIT) HOME RUNS. THREE CIRCUIT HOME RUNS SHARE A COMMON NEUTRAL, UNLESS NOTED OTHERWISE AND GROUND IN A SINGLE CONDUIT. THE CONTRACTOR MAY ELECT TO COMBINE SINGLE CIRCUIT HOME RUNS TO MAKE THREE CIRCUIT HOME RUNS, OR TO CHANGE THREE CIRCUIT HOME RUNS TO SINGLE CIRCUIT HOME RUNS. ALL MULTIWIRE BRANCH CIRCUITS SHALL HAVE A MEANS TO SIMULTANEOUSLY DISCONNECT ALL UNGROUNDED CONDUCTORS AT THE PANEL TO COMPLY w/ NEC 210.4(8). 13. PROVIDE SEPARATE GREEN, INSULATED GROUND WIRE IN ALL RACEWAYS. 14. REFER TO SINGLE LINE DIAGRAM, GROUND THE FULL SIZE SERVICE GROUNDING ELECTRODE CONDUCTOR TO THE BUILDING STEEL (IF AVAILABLE), A METALLIC COLD WATER PIPE (IF AVAILABLE) AHEAD OF THE WATER METER AND WITHIN 5' OF ITS ENTRANCE INTO THE BUILDING, THE BURIED GROUND RING (IF ONE IS TO BE PROVIDED), THEN CONNECT TO A 6 AWG (MIN.) CONNECTED TO TWO, 3/4" BY TEN FOOT COPPERCLAD STEEL GROUND RODS SEPARATED BY 7' MINIMUM, AND THEN CONNECT TO A 4 AWG (MIN.) CONNECTED TO A 1/2" DIAMETER (MIN.) BY 20' REBAR IN THE FLOOR SLAB OR FOUNDATION (IF AVAILABLE/ACCESSIBLE), ALL PER NEC ARTICLE 250.66, UNLESS NOTED OTHERWISE. 15. BONDING OF METAL PIPING SYSTEMS AND EXPOSED STRUCTURAL METAL SHALL COMPLY WITH NEC 250.104(A) THRU (D). 16. ALL WIRING SHALL BE 600 VOLT, COPPER, STRANDED, WITH TYPE XHHW OR THHN/THWN INSULATION. MINIMUM SIZE FOR POWER AND LIGHTING CIRCUITS BE 12 AWG. SIZES 10 AWG AND SMALLER SHALL BE SOLID. PROVIDE AN EQUIPMENT GROUND WIRE IN ALL RACEWAYS, AND CABLE ASSEMBLIES. SIZE EQUIPMENT GROUNDS PER TABLE 250.122 OF THE NATIONAL ELECTRICAL CODE. 17. VOLTAGE DROP: THE CONTRACTOR FIELD VERIFY ACTUAL CONDUCTOR LENGTHS FOR FEEDERS AND BRANCH CIRCUITS AND IF NECESSARY ADJUST THE WIRE GAGE SUCH THAT THE VOLTAGE DROP ON FEEDERS DOES NOT EXCEED 2% AND THE VOLTAGE DROP ON BRANCH CIRCUITS DOES NOT EXCEED 3%. 18. CONDUCTOR COLOR CODES SHALL BE AS FOLLOWS: BROWN, ORANGE, YELLOW: 480/277 VOLT PHASE A,B,C WHITE: NEUTRAL GREEN: ALL EQUIPMENT GROUNDS BLACK, RED, BLUE: 208/120 VOLT PHASE A,B,C WHITE: NEUTRAL GREEN: ALL EQUIPMENT GROUNDS BARE: ALL NON -ISOLATED GROUNDS GREEN WITH YELLOW STRIPE: ALL ISOLATED GROUNDS USE CONDUCTORS #8 AND SMALLER WITH COLOR FACTORY -APPLIED THE ENTIRE LENGTH OF THE CONDUCTORS. COLOR CODING FOR THE LARGER SIZES MAY BE ACCOMPLISHED BY USING COLORED, 1 INCH WIDE, PRESSURE -SENSITIVE PLASTIC TAPE IN HALF -LAPPED TURN FOR A DISTANCE OF 6 INCHES FROM TERMINAL POINTS. APPLY THE LAST TWO LAPS OF TAPE WITH NO TENSION TO PREVENT POSSIBLE UNWINDING. POST IDENTIFICATION MEANS IN ACCORDANCE WITH NEC 210.5 (C). 19. ALL ELECTRICAL EQUIPMENT SHALL BE LISTED BY UNDERWRITERS LABORATORIES (OR OTHER INDEPENDENT NATIONALLY RECOGNIZED TESTING AGENCY, WHERE APPLICABLE), AND SHALL BE RATED FOR THE MAXIMUM AVAILABLE VOLTAGE AND AVAILABLE FAULT CURRENT FOR THIS PROJECT. 20. ALL DEVICE BOXES SHALL BE INSTALLED FLUSH, AND CONDUITS RUN CONCEALED IN FINISHED AREAS, EXCEPT AS SPECIFICALLY SHOWN OR NOTED OTHERWISE. VERIFY ALL DOOR SWINGS BEFORE INSTALLING SWITCH BOXES. SEE ARCHITECTURAL DRAWINGS FOR CABINET WORK, WALL SECTIONS, ELEVATIONS, AND OTHER DETAILS AFFECTING THE MOUNTING HEIGHT AND LOCATION OF OUTLET BOXES. FLOOR BOXES SHALL BE ROUND CAST IRON BOX, WHERE INSTALLED ON OR BELOW GRADE. BOXES SHALL BE FULLY ADJUSTABLE WITH BRASS DUPLEX COVER WITH BRASS DUPLEX FLAP. HUBBELL B2500 SERIES BOX(MODEL DEPENDS ON POUR DEPTH) OR APPROVED EQUAL, CONTINGENT UPON FULL COMPLIANCE WITH ALL CRITERIA. 21. WIRING DEVICES: DUPLEX RECEPTACLES SHALL BE 20A., 125 VOLTS, COMMERCIAL SERIES, HEAVY DUTY, SPECIFICATION GRADE, BACK AND SIDE WIRED, WITH GROUNDING TERMINAL AND SHALL BE IVORY UNLESS NOTED OTHERWISE, HUBBELL 53621 OR APPROVED EQUAL, CONTINGENT UPON FULL COMPLIANCE WITH ALL CRITERIA. AC TOGGLE SWITCHES SHALL BE 20A., 120-277 VOLTS, COMMERCIAL SERIES, HEAVY DUTY, SPECIFICATION GRADE, BACK AND SIDE WIRED, WITH GROUNDING TERMINAL AND SHALL BE IVORY UNLESS NOTED OTHERWISE, HUBBELL CSB1201, TWO POLE, HUBBELL CSB2201, THREE WAY, HUBBELL CSB3201, OR APPROVED EQUAL, CONTINGENT UPON FULL COMPLIANCE WITH ALL CRITERIA. GROUND FAULT CIRCUIT INTERRUPTER DUPLEX RECEPTACLES SHALL BE 20A., 125 VOLTS, COMMERCIAL SPECIFICATION GRADE, HUBBELL GF201LA OR APPROVED EQUAL, CONTINGENT UPON FULL COMPLIANCE WITH ALL CRITERIA. GROUND FAULT CIRCUIT INTERRUPTER DUPLEX RECEPTACLES SHALL NOT BE THE FEED THROUGH TYPE, BUT STAND ALONE GROUND FAULT CIRCUIT INTERRUPTER DUPLEX RECEPTACLES. NEW INTERIOR EXPOSED DEVICE PLATES, IN ALL LOCATIONS OTHER THAN THE FINISHED OFFICE / SALES AREAS SHALL BE TYPE 302/304 STAINLESS STEEL UNLESS NOTED TO BE LOCKING OR WEATHERPROOF COVERS. ALL OTHER INTERIOR PLATES SHALL BE NYLON, STANDARD SIZE, AND GANGED FOR MULTIPLE DEVICES AT A SINGLE LOCATION. VERIFY THE DECOR THEME WITH THE ARCHITECT AND COORDINATE COLOR AS REQUIRED. WHERE USED OUTDOORS OR IN WET LOCATIONS ALL 15 OR 20A 125 OR 250V NON -LOCKING RECEPTACLES SHALL BE WEATHER -RESISTANT LISTED, IN DAMP AREAS AND WET AREAS, THE OUTLET COVERS SHALL BE "WEATHERPROOF WHILE IN USE", HUBBELL WP26E OR APPROVED EQUAL, CONTINGENT UPON FULL COMPLIANCE WITH ALL CRITERIA. 22. ALL WALL OUTLETS THAT ARE SHOWN BACK TO BACK, IN FIRE RATED WALLS, SHALL BE INSTALLED WITH A MINIMUM OF 24" OF HORIZONTAL SEPARATION (TWO STUDS) PER NEC ARTICLE 300.21, AND UL REQUIREMENTS. IN WALL SPACES WHERE THE 24" SEPARATION IS NOT POSSIBLE, BLOCKING AND GYPSUM BOARD PROVISIONS, TO MAINTAIN THE FIRE RATING OF THE WALL, SHALL BE PROVIDED BY OTHERS, NOT BY THIS CONTRACTOR. 23. OUTLETS WITHIN 6'-0" OF ANY PLUMBING FIXTURE, AND/OR WHERE INDICATED, SHALL BE 20A., 125 VOLTS, COMMERCIAL SERIES, HEAVY DUTY, SPECIFICATION GRADE, BACK AND SIDE WIRED, WITH GROUNDING TERMINAL GROUND FAULT INTERRUPTER OUTLETS, HUBBELL GF201LA, OR APPROVED EQUAL, CONTINGENT UPON FULL COMPLIANCE WITH ALL CRITERIA. 24. ALL 125 VOLT, 15 OR 20 AMP CIRCUITS SERVING A DISHWASHER, VENDING MACHINE, OR ELECTRIC DRINKING FOUNTAIN SHALL BE PROTECTED WITH A GROUND FAULT TYPE BRANCH CIRCUIT BREAKER. 25. ALIGN ALL SIMILAR WIRING DEVICES IN THE SAME ROOM AT THE SAME HEIGHTS AND DISTANCES FROM ARCHITECTURAL FEATURES, UNLESS NOTED OTHERWISE. GANG ALL DEVICE BOXES AT THE SAME LOCATION, WHERE ALLOWED BY CODE. PROVIDE DIVIDERS TO SEPARATE LOW VOLTAGE (I.E., THERMOSTAT) DEVICES FROM POWER DEVICES (I.E., SWITCHES). ALL EXTERIOR WIRING DEVICES SHALL BE BLACK, OR GRAY, OR BROWN, UNLESS NOTED OTHERWISE. 26. ALL UNIT EQUIPMENT FOR EMERGENCY LIGHTING SHALL BE CONNECTED TO BRANCH CIRCUITS FOR NORMAL LIGHTING IN THE SAME AREA, UNLESS NOTED OTHERWISE, AHEAD OF ANY LOCAL SWITCHES OR CONTACTORS PER NEC ARTICLE 700.12(F). 27. ALL NIGHT LIGHTING, EXIT LIGHTING AND EMERGENCY LIGHTING SHALL BE CONNECTED TO BRANCH CIRCUITS FOR NORMAL LIGHTING IN THE SAME AREA, UNLESS NOTED OTHERWISE, AHEAD OF ANY LOCAL SWITCHES OR CONTACTORS. 28. LUMINAIRES INSTALLED IN INSULATED CEILINGS SHALL BE IC RATED, AND INSTALLED PER THE LUMINAIRE MANUFACTURER'S AND UL LISTING REQUIREMENTS. 29. LUMINAIRES RECESSED IN FIRE RATED CEILINGS SHALL HAVE AN UL LISTED ASSEMBLY AROUND THE FIXTURE HOUSING THAT MEETS OR EXCEEDS THE RATING OF THE CEILING. THE FIXTURE SHALL BE INSTALLED PER THE LUMINAIRE MANUFACTURER'S AND UL LISTING REQUIREMENTS. THE CONTRACTOR SHALL VERIFY WITH THE ARCHITECT PRIOR TO BID THE LOCATION OF ALL FIRE RATED ASSEMBLIES. 30. THIS PROJECT MAY UTILIZE BOTH ACCESSIBLE AND NON -ACCESSIBLE TYPE CEILINGS. REFER TO ARCHITECTURAL DRAWINGS FOR ACTUAL CEILING TYPES IN EACH AREA. LIGHTING CIRCUITS IN NON -ACCESSIBLE CEILINGS MUST UTILIZE FIXTURE -MOUNTED JUNCTION BOXES WHICH ARE USUALLY LIMITED TO EIGHT (8) WIRES IN THEIR CAPACITY. CIRCUITING FOR THE LIGHTING IS SCHEMATIC, BUT GENERALLY ATTEMPTS TO SHOW THESE CONSIDERATIONS. HOWEVER, CONTRACTOR MAY WANT TO PROVIDE SUPPLEMENTARY JUNCTION BOXES IN ACCESSIBLE AREAS, OR OVERSIZE FIXTURE BOXES TOOPTIMIZE THE WIRING. 31. ELECTRICAL DRAWINGS ARE IN PART DIAGRAMMATIC. LOCATE LIGHTING FIXTURES SYMMETRICALLY OR IN PROPER RELATION TO FINISHED AREAS UNLESS OTHERWISE DIMENSIONED OR DETAILED. THE CONTRACTOR SHALL COORDINATE ALL LUMINAIRE LOCATIONS AND CLEARANCES WITH THE DUCTWORK, THE REFLECTED CEILING PLAN, HVAC PLAN, AND OTHER DRAWINGS TO AVOID CONFLICTS. 32. A NUMERAL BESIDE BRANCH CIRCUIT OUTLET INDICATES PANELBOARD CIRCUIT CONNECTION. UPPER-CASE LETTER OR LETTER -GROUP BESIDE LIGHTING FIXTURE INDICATES FIXTURE TYPE. LOWER-CASE LETTER BESIDE LIGHTING FIXTURE OUTLET INDICATES LOCAL SWITCH LEG CONNECTION. ELECTRICAL SYMBOLS USED ARE APPLICABLE GENERALLY; FOR EXACT REQUIREMENTS REFER TO APPLICABLE SCHEDULES AND DETAILS AND TO THE SPECIFICATIONS. HOWEVER, COMBINING OF CIRCUITS IN RACEWAYS, OTHER THAN DETAILED, WILL NOT BE PERMITTED. RUNNING OF BRANCH CIRCUITS, OTHER THAN THE ONE SERVING THE FIXTURE, THROUGH LIGHTING FIXTURE CHANNELS OR HOUSINGS WILL NOT BE PERMITTED. 33. ALL SAFETY SWITCHES SHALL BE FURNISHED BY THE CONTRACTOR, UNLESS NOTED OTHERWISE AND SHALL NOT BE MOUNTED ON ACCESS PANELS OF EQUIPMENT. SAFETY SWITCHES SHALL BE GENERAL ELECTRIC, SQUARE D, CUTLER -HAMMER, SIEMENS ENERGY & AUTOMATION, OR APPROVED EQUAL, CONTINGENT UPON FULL COMPLIANCE WITH ALL CRITERIA, AND SHALL BE FUSED AND/OR NOT FUSED AS INDICATED, 600 VOLT, THREE POLE, HEAVY DUTY, IN A NEMA 3R ENCLOSURE FOR OUTDOOR USE OR WHERE MOISTURE IS PRESENT, AND NEMA 1 ENCLOSURE FOR INDOOR USE. UNLESS NOTED OTHERWISE, ALL FUSES SHALL BE NON-RENEWABLE, DUAL ELEMENT, TIME DELAY, CURRENT LIMITING, CLASS J, L, RK-5, OR RK-1, WITH A 200,000 AMP AC RMS INTERRUPTING RATING, AND SHALL MEET UL STANDARD 198E. 34. ALL PANELBOARDS SHALL BE CIRCUIT BREAKER TYPE, AS MANUFACTURED BY SQUARE D, EATON CORP., GENERAL ELECTRIC, OR SIEMENS ENERGY & AUTOMATION. A. POWER DISTRIBUTION PANELBOARDS SHALL BE CUTLER -HAMMER POW-R-LINE 413, SIEMENS TYPE S4 OR S5, GENERAL ELECTRIC TYPE SCP PLUS OR SPECTRA, SQUARE D I -LINE, OR APPROVED EQUAL, CONTINGENT UPON FULL COMPLIANCE WITH ALL CRITERIA. THE HIGHEST OPERATING HANDLE SHALL BE A MAXIMUM OF 78" AFF. POWER PANELS SHALL BE UL LISTED, AND MEET UL 67, UL 50, AND FEDERAL SPECIFICATION W-P-115B AS TYPE 1, CLASS 1, WITH SERIES RATED, BOLT -ON CIRCUIT BREAKERS, COPPER OR TIN-PLATED ALUMINUM BUS BARS, NEUTRAL BUS, GROUND BUS, AND A HINGED LOCKABLE DOOR. B. LIGHTING AND APPLIANCE PANELBOARDS SHALL BE OF PANELBOARD CONSTRUCTION, 20 INCHES WIDE (MINIMUM), 5-3/4" TO 6-1/2" DEEP, UL LISTED, AND MEET UL 67, UL 50, UL CLASS CTL, AND FEDERAL SPECIFICATION W-P-115B AS TYPE 1, CLASS 1, WITH SERIES RATED, BOLT -ON CIRCUIT BREAKERS, COPPER OR TIN-PLATED ALUMINUM BUS BARS, NEUTRAL BUS, GROUND BUS, AND A HINGED LOCKABLE DOOR. UNLESS OTHERWISE STATED THE AMP INTERRUPTING CAPACITY (AIC) RATING OF THE PANELS SHALL BE 65kAIC. WHEN PANEL SHOP DRAWING ARE SUBMITTED WITH A FAULT CURRENT LETTER FROM THE UTILITY THE RATING MAY BE REDUCED TO THE NEXT AIC RATING ABOVE THE AVAILABLE FAULT CURRENT. PROVIDE THE NUMBER OF SPACES AND SPARE CIRCUIT BREAKERS AS SHOWN IN THE PANELBOARD SCHEDULES. 35. THE BRANCH CIRCUITS SHALL BE PHASE ADJUSTED TO PROVIDE APPROXIMATE BALANCED LOADING ON EACH PANEL, AND THE SERVICE. 36. RECORDS AND SUBMITTALS: PROVIDE A MINIMUM OF THREE COPIES OF SHOP DRAWINGS WITH TECHNICAL DATA HIGH -LIGHTED, INDICATING THAT IT MEETS THE REQUIREMENTS FOR ELECTRICAL EQUIPMENT INSTALLED ON THIS PROJECT. SHOP DRAWINGS ARE REQUIRED FOR: PANELBOARDS, SAFETY SWITCHES, LUMINAIRES, EMERGENCY LIGHTING EQUIPMENT, SWITCHBOARD, RACEWAYS, CONDUCTORS, TRANSFORMERS, LIGHTING CONTROLS AND WIRING DEVICES. SUBSTITUTIONS FOR LIGHTING FIXTURES SHALL BE PRE -APPROVED PRIOR TO BID. THE CONTRACTOR SHALL PROVIDE THE PHOTOMETRIC CALCULATIONS FOR THE EXTERIOR LIGHTING TO INDICATED THE LIGHTING COMPLIES w/ THE LOCAL REQUIREMENTS. THE REVISED PHOTOMETRIC PLANS MAY BE REQUIRED TO BE APPROVED BY THE AHJ PRIOR TO INSTALLATION. IF THE WATTAGE OF THE SUBSTITUTED FIXTURES INCREASES FROM THE SPECIFIED FIXTURES THE CONTRACTOR MAY BE REQUIRED TO PROVIDE THE ENERGY CODE CALCULATIONS FOR THE LIGHTING AND SUBMIT TO THE AHJ FOR APPROVAL CONTRACTOR SHALL VERIFY AVAILABLE FAULT CURRENT WITH UTILITY COMPANY FOR PROPER PANEL ASYMMETRICAL INTERRUPTING RATINGS. SUBMIT THIS INFORMATION WITH THE SHOP DRAWINGS ON PANELBOARDS, ALONG WITH LETTER FROM THE POWER COMPANY. SHOP DRAWINGS SHALL BE BOUND HARD COPIES, ELECTRONIC COPIES ARE NOT ACCEPTABLE. 37. SUBSTITUTIONS: ALL COSTS INCURRED BY THE ACCEPTANCE OF SUBSTITUTIONS SHALL BE BORNE BY THE CONTRACTOR. THE ONUS SHALL BE ON THE CONTRACTOR TO PROVE THAT THE SUBSTITUTIONS ARE EQUAL TO THE BASIS OF DESIGN SPECIFIED. 38. MAINTAIN AS -BUILT DRAWINGS, UPDATED DAILY DURING CONSTRUCTION, AND PRESENT THE OWNER, WITHIN 30 DAYS AFTER THE DATE OF SYSTEM ACCEPTANCE, WITH TWO SETS OF AS -BUILT DRAWINGS. PROVIDE THE OWNER'S PERSONNEL WITH ON -SITE INSTRUCTION IN THE OPERATION AND MAINTENANCE OF THE COMPLETED ELECTRICAL SYSTEM PRIOR TO SYSTEM ACCEPTANCE. 39. PROVIDE THE OWNER WITH TWO SETS OF OPERATIONS AND MAINTENANCE (0 & M) MANUALS IN ACCORDANCE WITH ASHRAE/IESNA STANDARD 90.1-2001. THE MANUALS SHALL INCLUDE, AT A MINIMUM, THE FOLLOWING: A. SUBMITTAL DATA STATING EQUIPMENT RATING AND SELECTED OPTIONS FOR EACH PIECE OF EQUIPMENT REQUIRING MAINTENANCE. B. OPERATION MANUALS AND MAINTENANCE MANUALS FOR EACH PIECE OF EQUIPMENT REQUIRING MAINTENANCE. REQUIRED ROUTINE MAINTENANCE ACTIONS SHALL BE CLEARLY IDENTIFIED. C. NAMES AND ADDRESSES OF AT LEAST ONE QUALIFIED SERVICE AGENCY. D. A COMPLETE NARRATIVE OF HOW EACH SYSTEM IS INTENDED TO OPERATE. E. EQUIPMENT FOR CONSIDERATION, BUT NOT LIMITED TO, IS AS FOLLOWS: EMERGENCY LIGHTING EQUIPMENT, SWITCHBOARD, AND LIGHTING CONTROLS. 40. ALL COMMUNICATIONS CABLES SHALL BE ROUTED AND SECURED AT LEAST 12" FROM FLUORESCENT FIXTURES AND POWER CIRCUITS. CROSS OTHER CIRCUITS AT 90 DEGREE ANGLE. 41. MOUNT OUTLET BOXES, ABOVE ACCESSIBLE CEILINGS FOR RECESSED LUMINAIRES, ON THE BOTTOM OF BAR JOISTS, WOOD JOISTS, OR BEAMS, AND ROUTE FOUR TO SIX FOOT (4' TO 6'), TYPE MC CABLE WHIPS TO EACH FIXTURE, AS REQUIRED. COORDINATE THE LOCATIONS OF OUTLET/JUNCTION BOXES WITH THE HVAC CONTRACTOR AND OTHER TRADES TO AVOID INTERFERENCE WITH THE INSTALLATION OF DUCT WORK. 42. WHERE RECESSED, OUTLET BOXES ARE INDICATED LOCATED IN FIRE RATED CEILINGS, COORDINATE THE LOCATIONS OF OUTLETS WITH THE ARCHITECTURAL REFLECTED CEILING PLAN, CEILING FINISH PLAN, HVAC CONTRACTOR AND OTHER TRADES TO AVOID INTERFERENCE WITH THE INSTALLATION OF DUCT WORK. PROVIDE FIRE RATED ENCLOSURES LOCATED OVER THE OUTLET TO MAINTAIN THE SPECIFIED FIRE RATING OF THE CEILING. 43. VERIFY THE AAPACITY REQUIREMENTS (FLA, MCA, AND MOCP), POLES (1, 2, OR 3), AND VOLTAGE FOR ALL EQUIPMENT FURNISHED BY OTHERS WITH THE CONTRACTOR OR VENDOR SUPPLYING THE EQUIPMENT PRIOR TO THE PURCHASE AND INSTALLATION OF THE SAFETY SWITCHES, RACEWAYS, WIRING, AND BRANCH CIRCUIT BREAKERS. 44. PROVIDE A 4'x8'x3/4" EXTERIOR GRADE PLYWOOD COMMUNICATIONS BACKBOARD, PAINTED WITH TWO COATS, FIRE RESISTANT GRAY PAINT. PROVIDE A QUADRUPLEX OUTLET MOUNTED ON THE BOARD, AND A 4 AWG GROUND WIRE CONNECTED TO THE SERVICE GROUND FOR THE TELEPHONE SERVICE EQUIPMENT. 45. PRIOR TO THE START OF ANY CORING OPERATIONS, THE CONTRACTOR SHALL CONTACT THE ARCHITECT TO DETERMINE EXACT LOCATIONS OF STRUCTURAL CONCRETE INTERNAL COMPONENTS. THE CONTRACTOR SHALL ADJUST CONDUIT/CONDUCTOR LENGTH AS REQUIRED TO SATISFY CORED HOLE LOCATION(S). THE CONTRACTOR SHALL BE RESPONSIBLE FOR CUTTING ANY STRUCTURAL CONCRETE INTERNAL COMPONENT(S) WITHOUT OBTAINING AUTHORIZATION FROM THE ARCHITECT. 46. DURING TRENCH BACKFILLING, FOR ELECTRICAL EXTERIOR, UNDERGROUND DUCTS AND CONDUIT(S), INSTALL CONTINUOUS, STANDARD, 4-MIL, POLYETHYLENE, 3 INCH WIDE, DETECTABLE TYPE, BURIED CONDUIT MARKER, RED WITH BLACK LETTERS, AND IMPRINTED WITH "CAUTION BURIED ELECTRIC LINE BELOW". LOCATE DIRECTLY ABOVE DUCT AND CONDUITS AT 12 INCHES BELOW FINISHED GRADE. 47. FURNISH AND INSTALL WIRING AND RACEWAYS TO ALL SIGNS. VERIFY WITH SIGN PROVIDER THE REQUIRED NUMBER AND SIZE OF CONDUCTORS, I.E. DEDICATED GROUND CONDUCTOR, ETC.. SEE ARCHITECTURAL DRAWINGS FOR LOCATIONS. 48. TEST: UPON COMPLETION OF THE WORK, PERFORM A TEST OF THE INDIVIDUAL SYSTEMS INCLUDING FEEDERS, BRANCHES, OUTLETS, LIGHTING, MOTOR APPARATUS AND APPLIANCES, TO ASSURE COMPLIANCE WITH THESE SPECIFICATIONS AND DRAWINGS. A LETTER WITH ALL PERTINENT TEST DATA RESULTS SHALL BE SUBMITTED TO THE ARCHITECT AT LEAST FIVE (5) DAYS PRIOR TO THE COMPLETION OF THE PROJECT. THE ELECTRICAL CONTRACTOR SHALL PROVIDE ALL INSTRUMENTS, LABOR, AND MATERIALS FOR ANY ESSENTIAL INTERMEDIATE AND FINAL TESTS TO PROVIDE COMPLIANCE WITH THESE SPECIFICATIONS. SHOP DRAWING SUBMITTAL NOTE: THE SHOP DRAWING SUBMITTAL SHALL INCLUDE AS A MINIMUM THE FOLLOWING: • A TABLE OF CONTENTS OF ALL ITEMS INCLUDED IN THE SUBMITTAL. THIS SHALL BE SUB -DIVIDED BY CATEGORY OF DEVICES / EQUIPMENT. • A LETTER, ON THE CONTRACTORS LETTERHEAD, WITH STATEMENTS ANY OF DEVIATIONS FROM THE DESIGN DOCUMENTS WITH EXPLANATIONS & SKETCHES AS NEEDED. • A LETTER FROM THE UTILITY ON THEIR LETTERHEAD STATING THE AVAILABLE FAULT CURRENT AT THE SECONDARY OF THE UTILITY TRANSFORMER. • HIGH -LIGHTED SUPPORTING DATA TO INDICATE COMPLIANCE WITH THE DESIGN DOCUMENTS. THE SUBMITTALS SHALL NOT INCLUDE "TERM & CONDITIONS", INSTALLATION INSTRUCTIONS, OR ANY EXTRANEOUS INFORMATION THAT DOES NOT SHOW COMPLIANCE WITH THE SPECIFICATIONS. (THIS INFORMATION MAY BE SUBMITTED AS A SEPARATE DOCUMENT.) NATF" IF THE CONTRACTOR ELECTS TO PROVIDE AND/OR INSTALL ELECTRICAL SYSTEMS,INCLUDING LOW VOLTAGE SYSTEMS, AND EQUIPMENT FOR THIS PROJECT, DIFFERENTLY FROM THESE CONTRACT DOCUMENTS, WHICH REQUIRES AN APPROVAL LETTER OR DRAWING REVISIONS FROM THE ENGINEER OF RECORD, TO THE AUTHORITY HAVING JURISDICTION, THERE WILL BE A MINIMUM FEE OF $1,000.00, MADE PAYABLE TO MARSHALL & BOLLWERK ENG., INC. IN ADVANCE BY THE CONTRACTOR. ACTUAL FEE WILL DEPEND ON THE COMPLEXITY OF THE DEVIATION. ALLOW MINIMUM OF TEN(10) WORKING DAYS FOR LETTER AND/OR REVISED DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL NECESSARY INFORMATION BEFORE ANY EVALUATION WILL BE STARTED. WIRING SIZE CHART CONTRACTOR SHALL PROVIDE WIRING FOR 120 V., 15 & 20 A. CIRCUITS (LINE TO NEUTRAL) OF SIZES BELOW DEPENDING UPON CIRCUIT LENGTH BELOW: < 100 FT #12 AWG (CU) 100-160 FT #10 AWG (CU) 160-250 FT #8 AWG (CU) WHERE #8 AWG CONDUCTORS ARE REQUIRED USE #8 FOR ALL TRAVELERS AND SPLICE w/ #10 IN A CODE SIZED JUNCTION BOX WITHIN 10' OF DEVICE &/OR BREAKER FOR FINAL CONNECTIONS. LIGHTING FIXTURE SCHEDULE SYMB. TYPE DESCRIPTION MANUFACTURER/MODEL # TYPE/WATTAGE LA NOTES 8' LED ROUND CHANNEL SLG LIGHTING 1ENGAMP (ED A LIGHT FIXTURE TS 8 100 G2 4K LIGH1(INEIm) L LI CCT AE/ NL SAME AS TYPE "A" EXCEPT WITH BATTERY PACK SLG LIGHTING TS 8 100 G2 4K EL (j 80G 110,500 ENGINIm) 4,p00K CCT TYPE ON 24NL" FIXTURE, SHALL BE ~ 0 B 4' LED ROUND CHANNEL SLG LIGHTING (1 35W 4 620 Im) L9 LIGHNGINE I-- LIGHT FIXTURE TS 4 46 G 1 4K CCT BE SAME AS TYPE "B" EXCEPT WITH BATTERY PACK TSG4LIG TING4K EL 2Im (ED LIGHI(4�NGINE ) CEILING MOUNTED LED LIGHT ACCESS LIGHTING 1 18W 1,266 Im CONTROLLED BY BUILT-IN C FIXTURE SENOR ILT-IN PACK & 2085LEDMS-WH/ACR LED LIGHT ENGINE MOTION SENSOR, CEILING MTD. 2' LED ROUND CHANNEL SLG LIGHTING (1� 25W 43QO Im) 19 CONTROLLED BY BUILT-IN MOTION SENSOR, WALL D LIGHT FIXTURE wl BATTERY TSF 2 30 G1 40K EL UNV 8W UGHINE MTD. PACK & OCC. SEMOR 4,000K CCT � H LED HALF CYLINDER WALL PACK DURAGUARD * 1 26W 2 LED LIGHT ENGINE318 Im * =COORDINATE FINAL FINISH w/ ARCHITECT AND OWNER HMWP-DOQC1 X23U4KC 4,000K CCT HE / EMERGENCY BATTERY E W BACK UP HMWPG DOQC1X23U4KC*BU 1 26W 2 318 Im LED LIGHT ENGINE _ NAL FINISH w/ ARCHITECT AND COORDINATE I OWNER 4,000K CCT 1-0 J LED HALF CYLINDER WALL DURAGUARD 1 52W 5,419 Im LED LIGHT ENGINE * = COORDINATE FINAL FINISH w/ ARCHITECT AND OWNER DISTRIBU/TION/DOWN HMWP-UDQF1X46U4K* 4,000K CCT L 2'x2' LED PANEL TROFFER LSI INDUSTRIES INC. 1 30W (3,163 Im LLD LIGHT ENGINE SFP22 LED 30L UE DIM 50 U 5,000K CCT SAME AS TYPE I" EXCEPT LSI INDUSTRIES INC. 1 30W 3,163 Im LE WITH BATTERY PACK SFP22 LED 30L UE DIM 50 EM U LLD LIGHT ENGINE 5,000K CCT M 2'x4' LED PANEL TROFFER LSI INDUSTRIES INC. SP24 LED 50L UE DIM 50 U 1 50W 5,338 Im LED LIGHT ENGINE 5,000K CCT o X1 LED EXIT LIGHT LSI INDUSTRIES INC. FURNISHED WITH NO. SIDES AND CHEVRONS or ® EMS LED R UNV WHT FIXTURE AS REQUIRED. LIGHTING FIXTURE SCHEDULE NOTES: 1. THE CONTRACTOR SHALL COORDINATE w/ THE OWNER AND LIGHTING VENDOR TO SUPPLY LIGHTING CONTROLS PER ZONES INDICATED ON THE PLANS. THE CONTRACTOR SHALL COORDINATE WITH THE LOCAL WATT STOPPER AGENT TO HAVE WATT STOPPER PROVIDE THE INSTALLATION DESIGN PLANS AND TO COORDINATE FINDING A THIRD PARTY TECHNICIAN TO PERFORM THE START-UP OF THE LIGHTING CONTROL TO COMPLY w/ FBC C408.3. 2. WHERE FIXTURES ARE INDICATED TO HAVE EMERGENCY BACK-UP BY A SOLID DOT ON THE FIXTURE ON THE PLAN PROVIDE w/ AN EMERGENCY BATTERY RATED FOR A MINIMUM OF 1,400 LUMEN OUTPUT FOR 90 MINUTES. 3. THE TIME DELAY FOR ALL OCCUPANCY SENSORS SHALL BE SET FOR 15 MINUTES, UNLESS INSTRUCTED OTHERWISE BY THE OWNER'S REPRESENTATIVE. 4. COORDINATE ALL LIGHTING FIXTURE FINISHES w/ THE ARCHITECT AND OWNER PRIOR TO ORDERING. 5. SEE ELECTRICAL SPECIFICATION NOTE 36 IF ALTERNATE LIGHTING FIXTURES ARE BEING SUBMITTED. ALTERNATES SHALL BE SUBMITTED FOR APPROVAL PRIOR TO BID. ALTERNATES WILL NOT BE REVIEWED WITHOUT DOCUMENTATION TO SHOW THEY MEET THE SPECIFICATIONS. LEGEND 2'x2' LAY -IN FIXTURE 0 2'x2' LAY -IN FIXTURE WITH EMERGENCY BATTERY PACK Q 2'x4' LAY -IN FIXTURE �-o--� 4' STRIP LIGHTING FIXTURE --+ 4' STRIP LIGHTING FIXTURE WITH EMERG. BATTERY PACK 8' STRIP LIGHTING FIXTURE 8' STRIP LIGHTING FIXTURE WITH EMERG. BATTERY PACK 4' WALL MOUNTED FIXTURE WITH EMERG. BATTERY PACK 1_� 2' WALL MOUNTED FIXTURE I-O WALL MOUNTED OR WALL PACK LIGHT FIXTURE WALL MOUNTED OR WALL PACK LIGHT FIXTURE WITH EMERGENCY BATTERY PACK ® OR 6 EXIT LIGHT FIXTURE; SINGLE OR DOUBLE SIDED SPST LIGHT SWITCH; TOGGLE. MOUNT 48" A.F.F., UNO. $3 THREE-WAY LIGHT SWITCH; TOGGLE. MOUNT 48" A.F.F., LINO. $DC WALL MOUNTED OCCUPANCY SENSOR SWITCH; MOUNT 48" A.F.F., UNO. $M SWITCH, MANUAL, MOTOR RATED ® OCCUPANCY SENSOR - SEE DRAWING EO.02 FOR SPECS. LOWER CASE LETTER INDICATES ZONE TELEPHONE/DATA WALL OUTLET, PROVIDE SINGLE GANG BOX WITH 1" V CONDUIT WITH PULL WIRE TO ABOVE CEILING. MOUNTING HEIGHT AS DIRECTED BY OWNER. TELEPHONE BACKBOARD, SEE SPECIFICATION NOTE 47 THIS SHEET. GROUND FAULT CIRCUIT INTERRUPTER RECEPTACLE, MOUNTED ABOVE COUNTER/BACKSPLASH REFER TO ARCHITECTURAL DRAWINGS FOR EXACT HEIGHTS U.N.O. DUPLEX RECEPTACLE, MOUNT 18" A.F.F. U.N.O. Q JUNCTION BOX (SMALL). SIZED PER NEC REQUIREMENTS. NEMA TYPE 1. STAMPED METAL, WITH KNOCK OUTS. ® 480 VOLT PANELBOARD 208/120 VOLT LIGHTING AND APPLIANCE TYPE PANELBOARD MOTOR FUSIBLE DISCONNECT SWITCH; NF IS NONFUSED ,i-ti, CIRCUIT HOME RUN (TO THE PANEL INDICATED). RACEWAY CONCEALED IN WALL OR CEILING RACEWAY EXPOSED RACEWAY CONCEALED UNDER FLOOR OR UNDERGROUND ALL MOUNTING HEIGHTS ARE TO CENTER OF BOX, UNO. ABBREVIATIONS AH AIR HANDLING UNIT AC AIR CONDITIONING UNIT EF EXHAUST FAN WH WALL HEATER EWH ELECTRIC WATER HEATER FWE FURNISHED WITH EQUIPMENT U.N.O. UNLESS NOTED OTHERWISE A.F.F. ABOVE FINISHED FLOOR WP WEATHERPROOF GFI GROUND FAULT CIRCUIT INTERRUPTER NL NIGHT LIGHT LOW VOLTAGE NOTE: ALL LOW VOLTAGE SYSTEMS FOR THIS PROJECT SHALL BE PROVIDED BY THE GENERAL CONTRACTOR (GC) AS "DESIGN BUILD" UNDER SEPARATE CONTRACT(S) FROM THE ELECTRICAL DESIGN. THESE INCLUDE BUT ARE NOT LIMITED TO THE FOLLOWING SYSTEMS: -- FIRE ALARM SYSTEM -- ACCESS CONTROL SYSTEM -- VIDEO SURVEILLANCE -- SECURITY ALARM -- TELEPHONE -- INTERCOM -- SOUND SYSTEMS THE ELECTRICAL CONTRACTOR SHALL COORDINATE WITH THE GC TO DETERMINE SERVICES TO BE PROVIDED IN ACCORDANCE w/ ELECTRICAL SPECIFICATION NOTE 11. THIS SHEET TO ASSURE BIDS INCLUDE ALL COST FOR COMPLETE FUNCTIONING SYSTEMS. GENERAL NOTES: ELECTRICAL CONTRACTOR SHALL REFER TO ARCHITECTURAL, CIVIL, MECHANICAL AND PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION AND WORK REQUIRED BY THIS CONTRACTOR. MARSHALL & BOLLWERK ENGINEERING, INC. 33BO Trickum Rd., Bldg. 500-104 Woodstock, Ga. 301 BB p: (67B) 795-0333 e: mbe@mbeinc. net RELEASED FOR CONSTRUCTION 0 00 r- I W t 0 -to V),q- I 0 X a CV 4- z to QM 2 0 w Y Q J ~ Z O Q =Q Q Q Cn D If E N D m Cn 0 Cn Cn EN O U REVISIONS BY ®OWNER COMMENTS JMJ 12/19/22 PRINTED PERMIT 02/02/2022. J. MICHAEL JONES, P.E. FL LICENSE No.49582 �\ C E NgF7z. _ .4958 _ R I0P - 70NA L L�J V Q ry O V) Z LJ Q M W CL O_j 10 W ft� N p L0 LLJ Z Q M DO >M Z W J Q J l.� m m vi Z Q ~ JLLJ J V) L O m 0 r) � � = � 0) aD U to W N SHEET TITLE ELECTRICAL SPECS, NOTES, LEGEND, & LIGHTING SCHEDULE DRAWN JMJ CHECKED JMJ DATE 12/2021 SCALE NONE JOB NO. 0000 SHEET EO-s 1 OF 12 SHEETS !1. ic. --A 1 L ——---'-— I 1-1-1,AL2J 1 LL_ OCCUPANCY SENSORS PART 1. GENERAL 1.01 WORK INCLUDED. A. CONTRACTOR'S WORK TO INCLUDE ALL LABOR, MATERIALS, TOOLS, APPLIANCES, CONTROL HARDWARE, SENSOR, WIRE, JUNCTION BOXES AND EQUIPMENT NECESSARY FOR AND INCIDENTAL TO THE DELIVERY, INSTALLATION AND FURBISHING OF A COMPLETELY OPERATIONAL OCCUPANCY SENSOR LIGHTING CONTROL SYSTEM, AS DESIGNED BY THE MANUFACTURER. B. CONTRACTOR/SUPPLIER SHALL EXAMINE ALL GENERAL SPECIFICATION PROVISIONS AND DRAWINGS FOR RELATED ELECTRICAL WORK AS REQUIRED UNDER THESE DOCUMENTS. C. CONTRACTOR SHALL COORDINATE ALL WORK DESCRIBED IN THIS SECTION WITH ALL OTHER APPLICABLE PLANS AND SPECIFICATIONS, INCLUDING BUT NOT LIMITED TO WIRING, CONDUIT, FIXTURES, WAC SYSTEMS AND BUILDING MANAGEMENT SYSTEMS. 1.02 EQUIPMENT QUALIFICATION A. PRODUCTS SUPPLIED SHALL BE FROM A SINGLE MANUFACTURER THAT HAS BEEN CONTINUOUSLY INVOLVED IN THE MANUFACTURING OF OCCUPANCY SENSORS FOR A MINIMUM OF FIVE (5) YEARS. MIXING OF MANUFACTURERS SHALL NOT BE ALLOWED. B. ALL COMPONENTS SHALL BE U.L LISTED, OFFER A FIVE (5) YEAR WARRANTY AND MEET ALL STATE AND LOCAL APPLICABLE CODE REQUIREMENTS. C. WALL SWITCH PRODUCTS MUST BE CAPABLE OF WITHSTANDING THE EFFECTS OF INRUSH CURRENT. SUBMITTALS SHALL CLEARLY INDICATE THE METHOD USED. 1.03 SYSTEM DESCRIPTION A. THE OBJECTIVE OF THIS SECTION IS TO ENSURE THE PROPER INSTALLATION OF THE OCCUPANCY SENSOR BASED LIGHTING CONTROL SYSTEM SO THAT LIGHTING IS TURNED OFF AUTOMATICALLY AFTER REASONABLE TIME DELAY WHEN A ROOM OR AREA IS VACATED BY THE LAST PERSON TO OCCUPY SAID ROOM OR AREA. 1.04 SUBMITTALS A MANUFACTURER SHALL SUBSTANTIATE CONFORMANCE TO THIS SPECIFICATION BY SUPPLYING THE NECESSARY DOCUMENTS, PERFORMANCE DATA AND WIRING DIAGRAMS. ANY DEVIATIONS TO THIS SPECIFICATION MUST BE CLEARLY STATED BY LETTER AND SUBMITTED. B. SUBMIT A LIGHTING PLAN CLEARLY MARKED BY MANUFACTURER SHOWING PROPER PRODUCT, LOCATION AND ORIENTATION OF EACH SENSOR. C. SUBMIT INTERCONNECTION DIAGRAMS PER MAJOR SUBSYSTEM SHOWING PROPER WIRING. D. SUBMIT STANDARD CATALOG LITERATURE WHICH INCLUDES PERFORMANCE SPECIFICATIONS INDICATING COMPLIANCE TO THE SPECIFICATION. E. CATALOG SHEETS MUST CLEARLY STATE ANY LOAD RESTRICTIONS WHEN USED WITH ELECTRONIC BALLASTS. 1.05 SYSTEM OPERATION A. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MAKE ALL PROPER ADJUSTMENTS TO ASSURE OWNER'S SATISFACTION WITH THE OCCUPANCY SYSTEM. PART 2. SPECIFIC REQUIREMENTS 2.01 ACCEPTABLE MANUFACTURER: A. WATT STOPPER, ANY PROPOSED ALTERNATE MANUFACTURE SHALL BE SUBMITTED FOR APPROVAL PRIOR TO BID. 2.02 PRODUCTS A. CEILING MOUNTED SENSORS SHALL BE CAPABLE OF DETECTING OCCUPANCY WITHIN THE FULL RANGE OF ZONE TO BE CONTROLLED, I.E. CORRIDORS SHALL USE A NARROW LONG RANGE SENSOR AND ROOM'S SHALL USE 360' COVERAGE. B. WALL SWITCH SENSORS SHALL BE CAPABLE OF DETECTION OF OCCUPANCY AT DESKTOP LEVEL UP TO 300 SQUARE FEET, AND GROSS MOTION UP TO 1000 SQUARE FEET. C. WALL SWITCH SENSORS SHALL ACCOMMODATE LOADS FROM 0 TO 1,000 WATTS FLUORESCENT AT 120 VOLTS; 0 TO 1,800 WATTS FLUORESCENT AT 277 VOLTS AND SHALL HAVE 180' COVERAGE CAPABILITY. D. SYSTEM SHALL UTILIZE PASSIVE INFRARED, ULTRASONIC, AND DUAL TECHNOLOGY DEVICES FOR BEST COVERAGE. E. ALL SENSORS SHALL BE CAPABLE OF OPERATING NORMALLY WITH ELECTRONIC BALLASTS, PL LAMP SYSTEMS AND RATED MOTOR LOADS. F. COVERAGE OF SENSORS SHALL REMAIN CONSTANT AFTER SENSITIVITY CONTROL HAS BEEN SET. NO AUTOMATIC REDUCTION SHALL OCCUR IN COVERAGE DUE TO THE CYCLING OF AIR CONDITIONER OR HEATING FANS. G. ALL SENSORS SHALL HAVE READILY ACCESSIBLE, USER ADJUSTABLE SETTINGS FOR TIME DELAY AND SENSITIVITY. SETTINGS SHALL BE LOCATED ON THE SENSOR (NOT THE CONTROL UNIT) AND SHALL RE RECESSED TO LIMIT TAMPERING. H. IN THE EVENT OF FAILURE, A BYPASS MANUAL OVERRIDE SHALL BE PROVIDED ON EACH SENSOR. WHEN BYPASS IS UTILIZED, LIGHTING SHALL REMAIN ON CONSTANTLY OR CONTROL SHALL DIVERT TO A WALL SWITCH UNTIL SENSOR IS REPLACED. THIS CONTROL SHALL BE RECESSED TO PREVENT TAMPERING. I. ALL SENSORS SHALL PROVIDE AN LED AS A VISUAL MEANS OF INDICATION AT ALL TIMES TO VERIFY THAT MOTION IS BEING DETECTED DURING BOTH TESTING AND NORMAL OPERATION. J. ALL SENSORS SHALL HAVE UL RATE, 94V-0 PLASTIC ENCLOSURES. 2.03 CIRCUIT CONTROL HARDWARE - CU A. CONTROL UNITS - FOR EASE OF MOUNTING, INSTALLATION AND FUTURE SERVICE, CONTROL UNIT(S) SHALL BE ABLE TO EXTERNALLY MOUNT THROUGH A " KNOCK -OUT ON A STANDARD ELECTRICAL ENCLOSURE AND BE AN INTEGRATED, SELF-CONTAINED UNIT CONSISTING INTERNALLY OF AN ISOLATED LOAD SWITCHING CONTROL RELAY AND A TRANSFORMER TO PROVIDE LOW -VOLTAGE POWER. CONTROL UNIT SHALL PROVIDE POWER TO A MINIMUM OF TWO (2) SENSORS. B. RELAY CONTACTS SHALL HAVE RATINGS OF: 13A - 120 VAC TUNGSTEN 20A - 120 VAC BALLAST C. CONTROL WIRING BETWEEN SENSORS AND CONTROLS UNITS SHALL BE CLASS II, 18 - 24 AWG, STRANDED U.L CLASSIFIED, PVC INSULATED OR TEFLON JACKETED CABLE SUITABLE FOR USE IN PLENUMS, WHERE APPLICABLE. D. MINIMUM ACCEPTABLE WIRE GAUGE FROM THE CIRCUIT CONTROL HARDWARE RELAYS SHALL BE #14 AWG. PART 3. EXECUTION 3.01 INSTALLATION A. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO LOCATE AND AIM SENSORY IN THE CORRECT LOCATION REQUIRED FOR COMPLETE AND PROPER VOLUMETRIC COVERAGE WITHIN THE RANGE OF COVERAGE(S) OF CONTROLLED AREAS PER THE MANUFACTURER'S DESIGN. THE LOCATIONS AND QUANTITIES OF SENSORS SHOWN ON THE DRAWINGS ARE DIAGRAMMATIC AND INDICATE ONLY THE AREAS WHICH ARE TO BE PROVIDED WITH SENSORS. THE CONTRACTOR SHALL PROVIDE ADDITIONAL SENSORS IF REQUIRED TO PROPERLY AND COMPLETELY COVER THE RESPECTIVE AREA. B. IT IS THE CONTRACTORS RESPONSIBILITY TO ARRANGE A PRE -INSTALLATION MEETING WITH THE MANUFACTURER'S FACTORY AUTHORIZED REPRESENTATIVE, AT THE OWNER'S FACILITY, TO VERIFY PLACEMENT OF SENSORS AND INSTALLATION CRITERIA. 3.02 QUALITY ASSURANCE A. THE CONTRACTOR SHALL COORDINATE WITH THE MANUFACTURER TO PROVIDE A LIST OF AUTHORIZED TECHNICIANS TO PERFORM THE LIGHTING CONTROLS START-UP. THE CONTRACTOR SHALL HAVE ONE OF THESE AUTHORIZED TECHNICIANS PERFORM THE START-UP AND HAVE THE OWNER SIGN -OFF ACCEPTING THE INSTALLATION PRIOR TO THE PROJECT BEING TURNED OVER TO THE OWNER. B. THE CONTRACTOR SHALL WARRANT ALL EQUIPMENT FURNISHED IN ACCORDANCE TO THIS SPECIFICATION TO BE UNDAMAGED, FREE OF DEFECTS IN MATERIALS AND WORKMANSHIP, AND IN CONFORMANCE WITH THE SPECIFICATIONS. THE SUPPLIERS OBLIGATION SHALL INCLUDE REPAIR OR REPLACEMENT, AND TESTING WITHOUT CHARGE TO THE OWNER, ALL OR ANY PARTS OF EQUIPMENT WHICH ARE FOUND TO BE DAMAGED, DEFECTIVE OR NON -CONFORMING AND RETURNED TO THE SUPPLIER. THE WARRANTY SHALL COMMENCE UPON THE OWNER'S ACCEPTANCE OF THE PROJECT. WARRANTY ON LABOR SHALL BE FOR A MINIMUM PERIOD OF ONE (1) YEAR. NOTE THE PLANS PROVIDE A GENERIC SENSOR LAYOUT TO INDICATE ZONES TO BE COVERED. THE SYSTEM VENDOR SHALL DESIGN THE FINAL SYSTEM TO BE INSTALLED. PROVIDE ALL SUBMITTALS PER PARAGRAPH 1.04 THIS SHEET, PARTIAL PLAN — ELECTRICAL, SPRINKLER, & BDA ROOMS SCALE: 1 /2" = 1'-0" "ki "A PARTIAL PLAN — ELEVATOR #1 & EQUIPMENT ROOM SCALE: 1 /2" = 1'-0" PARTIAL PLAN — ELEVATOR #2 & EQUIPMENT ROOM SCALE. 1/2" = 1'-0" A YED NOTES: C . SPRINKLER. &BDA RM PLANS ONLY) O1 FIRE ALARM PANEL BY FIRE ALARM CONTRACTOR. O SEE SHEET EO.5 MECHANICAL EQUIPMENT SCHEDULE FOR ADDITIONAL INFORMATION. O3 LIGHTING TIME CLOCK FOR EXTERIOR LIGHTS, SEE CONTROL DIAGRAM ON SHEET EO.3. Q CODE REQUIRED WORKING CLEARANCE. ®KEYED NOTES: (ELEVATOR & EQUIP. ROOM PLANS ONLY) 1. PROVIDE A 200A/600V/3P/NF DISCONNECT SWITCH, COORDINATE, WITH ELEVATOR VENDOR FOR PROPER RATING FOR ELEVATOR PURCHASED. (BASIS OF DESIGN 50HP.) 2. SUMP PUMP CONTROL PANEL AND 16' CABLE FURNISHED w/ SUMP PUMP. COORDINATE INSTALLATION REQUIREMENTS w/ MFG'S INSTALLATION INSTRUCTIONS & VENDOR PRIOR TO ROUGH -IN. PROVIDE SUPPORT FOR CABLE AT NO MORE THAN 4'-0" APART. 3. CONNECT ELEVATOR EQUIPMENT ROOM LIGHTS TO RECEPTACLE CIRCUIT AHEAD OF GFI PROTECTION AND IN ACCORDANCE w/ NEC 620.23. 4. COORDINATE FINAL LOCATION OF PIT LIGHT FIXTURE(S) w/ ELEVATOR VENDOR PRIOR TO ROUGH -IN, PROVIDE ADDITIONAL FIXTURES IF REQUIRED. 5" -MOUNT ELEVATOR- PIT -LIGHT SWITCHES- 18" RFF"(1s-t FLOOR). -COORDNATE XACT LOCATION w/ ELEVATOR VENDOR PRIOR TO ROUGH -IN. 6. ELEVATOR CALL BOX. COORDINATE QUANTITY & LOCATION WITH ELEVATOR V DOR AND ARCHITECTURAL PLANS. © 7. ELEVATOR RECALL DEVICES, SEE RECALL DETAIL THIS SHEET FOR ADDITION INFORMATION. 8. PROVIDE SIMPLEX RECEPTACLE FOR CONDENSATE PUMP 96" AFF OR AS DIi ECTED BY THE OWNER. ELEVATOR COORDINATION NOTE: THE GENERAL CONTRACTOR SHALL COORDINATE AS REQUIRED TO VERIFY IF THE FOLLOWING ITEMS APPLY TO THE ACTUAL ELEVATOR PACKAGE SUPPLIED TO THE JOB SITE PRIOR TO THE ORDERING OR ROUGH -IN OF ELECTRICAL- 1 . SHUNT TRIP BREAKER FOR ELEVATOR SHUT -DOWN, WITH ONE NORMALLY OPEN AUXILIARY CONTACT, FOR A BATTERY- LOWERING DEVICE. IF SPECIFIED WITH THE ELEVATOR. THIS SHALL BE DONE IN A MANNER THAT IS ACCEPTABLE TO LOCAL JURISDICTIONS. THIS SHALL BE REQUIRED IF FIRE SPRINKLERS ARE LOCATED IN ELEVATOR SHAFT OR EQUIPMENT ROOM. 2. A BATTERY LOWERING UNIT. IF SO PROVIDE AUXILIARY CONTACTS IN THE MAIN DISCONNECT AS REQUIRED BY THE VENDOR. 3. THE CIRCUIT BREAKER RATING REQUIRED FOR THE ELEVATOR DRIVE/MOTOR CONTROL. 4. COORDINATE w/ LOW VOLTAGE CONTRACTOR(S) TO PROVIDE ALL REQUIRED ALARMS, REMOTE ANNUNCIATION, INTERLOCKS, AND RECALL SYSTEM CONDUIT & CABLING. PIT ® HEAT DETECTOR IN HOISTWAY AS REQUIRED PER NFPA FOR ELEVATORS PROTECTED WITH SPRINKLER SYSTEM (AT TOP OF HOISTWAY ("T") AND IN PIT ("P") ADJACENT TO SPRINKLER HEADS). ® SMOKE DETECTORS IN ELEVATOR LOBBIES AND MACHINE ROOMS (SEE MACHINE ROOM PLANS). GE ELEVATOR RECALL SMOKE DETECTOR IN ELEVATOR LOBBIES. Q ELEVATOR SPRINKLER SHUT-OFF VALVE (WHERE REQUIRED) LOCATED ABOVE CEILING AND OUTSIDE OF HOISTWAY. ELEVATOR RECALL DETAIL SCALE: NONE MARSHALL & SOLLWERK ENGINEERING, INC. 33BO Trickum Rd., Bldg. 500-104 Woodstock, Ga. 301 BB p: (678) 795-0333 e: mbe@mbeinc.net RELEASED FOR CONSTRUCTION N t z PO Q M W = Q C� w Y Q Q J Z OQ �F_ Q Q Q W D 0 E N N (n a) �U 0 In Cn Q 'm C 0 U REVISIONS BY A&OWE COMMENTS 4/5/22 ©OWNER/� JMJ PRINTED PERMIT 02/02/202 J. MICHAEL JONES, P.E. FL LICENSE No.49682 AEL ✓ i,_ `cf' \CENS o. 4958 _ R I OP =s /ONA L �W V Q 0 V) Z LEI 0 LLi 0J —1 0 LIJ U-0 Cq Q IJn W Z aM O Z W -1 J r) m W w Of LLJ M_ cr Z Q J J " 3: CQ Q lW 0 0-�= 0 J W CL m U to N SHEET TITTLE POWER LARGE SCALE PLANS & OCCUPANCY SENSOR SPEC. DRAWN JMJ CHECKED JMJ DATE 12/2021 SCALE AS NOTED JOB NO. 0000 SHEET EO*2 OF 12 SHEETS REVISIONS BY ©10M2M/1ER9/2( 21rIMIm JMJ PRINTED PERMIT 02/02/202 J. MICHAEL JONES, P.E. FL LICENSE No.49582 *\CHAEL i C E NS`� � F o. 4958 _ R IV?' "=s � INAL 14' *2022 W O Q 0 �-- () Z w 0 12 W 13— J 0 1 J 0 W 0:� >U-) W Z aM M O 0 > O Z LLJ p J J 0 LL. 0 m Lli m N Z Q ~ J J Q Q (W O M 2 CL 0 � QN9W a m U co N SHEET TITLE SINGLE —LINE DIAGRAM, PANEL SCHEDULES, & LOAD CALC'S DRAWN JMJ CHECKED JMJ DATE 12/2021 SCALE NONE JOB NO. 0000 SHEET EO*3 OF 12 SHEETS REVISIONS BY A&OWNER COMMENTS 4/5/22 JMJ ®OWNER COMMENTS 12/19/22 JMJ PRINTED PERMIT 02/02/202 J. MICHAEL JONES, P.E. FL LICENSE No.49582 1 ��, � �'' ��CHp►EL ��i� o. 4958 _ R 1'DV* =s BONA L W 0 Q Of O V) Z W 12 W C O -1 O WO > LLJ Z Q M O>M Z W m m � � W N J Z Q J J Q Q ui O12 a W 0) a m C) to N SHEET TITLE ELECTRICAL PANEL SCHEDULES & LOAD CALCULATIONS DRAWN JMJ CHECKED JMJ DATE 12/2021 SCALE NONE JOB NO. 0000 SHEET EO*4 OF 12 SHEETS REVISIONS BY 4&OWNER COMMENTS 4/5/22 JMJ ©OWNER COMMENTS 12/19/22 JMJ PRINTED PERMIT 02/02/202 J. MICHAEL JONES, P.E. FL LICENSE No.49582 1111iiiiii1111"tee. �\ C E NSF o. 4958 /0NAL 14*2022 Ld C.� Q 0 Cn Z Ld C) M Lj n J 0 —1 . 10 Ld Of cq > F- o U-) W a C)0 >M z 0 LLJ J Q D J LL- m m L d cn z Q J J " � 3�: CQ Q O G 0 M 2 J 04 0- a 0) m CU to W N SHEET TITLE MECHANICAL EQUIPMENT SCHEDULES DRAWN JMJ CHECKED JMJ DATE 12/2021 SCALE NONE JOB NO. 0000 SHEET E Oo 5 OF 12 SHEETS COMcheck Software Version COMcheckWeb Exterior Lighting Compliance Certificate Project Information Energy Code: 2020 Florida Building Code, Energy Conservation Project Title: Zephyrhills Self Storage Project Type: New Construction Exterior Lighting Zone 3 (Other (LZ3)) Construction Site: Owner/Agent: Designer/Contractor: 9623 Gall Blvd. Florida Kafah Eshraghi Zephyrhills, Florida 33542 Marshall & Bollwerk Engineering, Inc. 3380 Trickum Rd woodstock, Georgia 30188 678-795-0333 kafa@mbeinc.net Allowed Exterior Lighting Power A B C D E Area/Surface Category Quantity Allowed Tradable Allowed Watts Watts / Wattage (B X C) Entry canopy 600 ft2 0.4 Yes 240 Illuminated area of facade wall or surface 15000 ft2 0.11 No 1695 Total Tradable Watts (a) = 240 Total Allowed Watts = 1935 Total Allowed Supplemental Watts (b) = 500 (a) Wattage tradeoffs are only allowed between tradable areas/surfaces. (b) A supplemental allowance equal to 500 watts may be applied toward compliance of both non -tradable and tradable areas/surfaces. Proposed Exterior Lighting Power A B C D E Fixture ID : Description / Lamp / Wattage Per Lamp / Ballast Lamps/ # of Fixture (C X D) Fixture Fixture Watt. Entry canopy (600 ft2): Tradable Wattage LED: Types "H" & "HE": LED Other Fixture Unit 6.5W: 1 6 26 156 Illuminated area of facade wall or surface (15000 ft2): Non -tradable Wattage LED: Type "j": LED Other Fixture Unit 6.5W: 2 14 52 728 Total Tradable Proposed Watts = 156 Exterior Lighting PASSES: Design 79% better than code Exterior Lighting Compliance Statement Compliance Statement: The proposed exterior lighting design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed exterior lighting systems have been designed to meet the 2020 Florida Building Code, Energy Conservation requirements in COMcheck Version COMcheckWeb and to comply with any applicable mandatory requirements listed in the Inspection Checklist. Project Title: Zephyrhills Self Storage Report date: 01/31/22 Data filename: Page 2 of 7 Section # Rough -in Electrical Inspection Complies? I Comments/Assumptions & Req.iD C405.2.2. Spaces required to have light- LlComplies Requirement will be met. 2 reduction controls have a manual ❑Does Not [EL22]1 control that allows the occupant to ❑Not Observable reduce the connected lighting load in ❑Not Applicable a reasonably uniform illumination pattern >= 50 percent. C405.2.1, Occupancy sensors installed in ❑Complies Exception: Requirement does not apply. C405.2.1. classrooms/lecture/training rooms, ❑Does Not 1 conference/meeting/multipurpose ❑Not Observable [EL18]1 rooms, copy/print rooms, ❑Not Applicable lounges/breakrooms, enclosed offices, open plan office areas, restrooms, storage rooms, locker rooms, warehouse storage areas, and other spaces <= 300 sqft that are enclosed by floor -to -ceiling height partitions. Reference section language C405.2.1.2 for control function in warehouses and section C405.2.1.3 for open plan office spaces. C405.2.1. Occupancy sensors control function in ❑Complies Requirement will be met. 2 warehouses: In warehouses, the ❑Does Not [EL19]1 lighting in aisleways and open areas is ❑Not Observable controlled with occupant sensors that ❑Not Applicable automatically reduce lighting power by 50% or more when the areas are unoccupied. The occupant sensors control lighting in each aisleway independently and do not control lighting beyond the aisleway being controlled by the sensor. C405.2.1. Occupant sensor control function in ^❑Complies Exception: Requirement does not apply. 3 open plan office areas: Occupant []Does Not [EL20]1 sensor controls in open office spaces ❑Not Observable >= 300 sq.ft. have controls 1) configured so that general lighting can ❑Not Applicable be controlled separately in control zones with floor areas <= 600 sq.ft. within the space, 2) automatically turn off general lighting in all control zones within 20 minutes after all occupants have left the space, 3) are configured so that general lighting power in each control zone is reduced by >= 80% of the full zone general lighting power within 20 minutes of all occupants leaving that control zone, and 4) are configured such that any daylight responsive control will activate space general lighting or control zone general lighting only when occupancy for the same area is detected. _ C405.2.2, Each area not served by occupancy ❑Complies Exception: Spaces where automatic shutoff would endanger C405.2.2. sensors (per C405.2.1) have time- ❑Does Not safety or security. 1, switch 1, switch controls and functions detailed ❑Not Observable in sections C405.2.2.1 and C405.2.2.2. ❑Not Applicable 2 [EL21]z i 1 High Impact (Tier 1) Medium Impact (Tier 2) Low Impact (Tier 3) Project Title: Zephyrhills Self Storage Report date: 01/31/22 Data filename: Page 5 of 7 Section— - -- -- - — -- - - - - # Rough -in Electrical Inspection Complies? Comments/Assumptions & Req ID j C405.2.3, Daylight zones provided with ❑Complies Exception: Requirement does not apply. C405.2.1 individual controls that control the ❑Does Not 1, lights independent of general area ❑Not Observable C405.2.3. lighting. See code section C405.2.3 ❑Not Applicable 12 Daylight -responsive controls for I[EL23]2 applicable spaces, C405.2.3.1 Daylight responsive control function and __section C405.2.3.2 Sidelit zone. C405.2.4 Separate lighting control devices for ❑Complies Requirement will be met. [EL26]1 specific uses installed per approved ❑Does Not lighting plans. 1. Display and accent []Not Observable lighting, lighting in display cases, ❑Not Applicable supplemental task lighting and lighting equipment for sale shall have occupancy sensor control. 2) Sleeping units shall have auto off controls. C405.2.5 Manual lighting controls are in a ❑Complies Requirement will be met. [EL28)3 location with ready access and where ❑Does Not controlled lights are visible. ❑Not Observable ❑Not Applicable C405.2.6 Exterior lighting systems provided ❑Complies Requirement will be met. [EL3013 with controls complying with ❑Does Not C405.2.6.1 through C405.2.6.4 for ❑Not Observable daylight shutoff and decorative ❑Not Applicable lighting shutoff. C405.6 '"' Low -voltage dry -type distribution ❑Complies Exception: Requirement does not apply. (EL26]2 electric transformers meet the ❑Does Not minimum efficiency requirements of ❑Not Observable Table C405.6. ❑Not Applicable C405.7 Electric motors meet the minimum OComplies Requirement will be met. [EL27]2 efficiency requirements of Tables ❑Does Not C405.7(1) through C405.7(4). ❑Not Observable Efficiency verified through certification under an approved certification ❑Not Applicable program or the equipment efficiency ratings shall be provided by motor manufacturer (where certification programs do not exist). C405.8.2, Escalators and moving walks comply [Complies Exception: Requirement does not apply. C405.8.2. with ASME A17.1/CSA B44 and have ❑Does Not 1 automatic controls configured to ❑Not Observable [EL28]2 reduce speed to the minimum ❑Not Applicable permitted speed in accordance with ASME A17.1/CSA B44 or applicable local code when not conveying passengers. _ C405.5.34,Total voltage drop across the _ ❑Complies Requirement will be met. [EL29]2 combination of feeders and branch ❑Does Not circuits <= 5%. []Not Observable ❑Not Applicable — Additional Comments/Assumptions: 11 High Impact (Tier 1) Medium Impact (Tier 2) Low Impact (Tier 3) Project Title: Zephyrhills Self Storage Report date: 01/31/22 Data filename: Page 6 of 7 Section # Plan Review Complies? Comments/Assumptions C103.2 Plans, specifications, and/or ❑Complies Requirement will be met. [PR4]1 calculations provide all information ❑Does Not with which compliance can be []Not Observable determined for the interior lighting and electrical systems and equipment ❑Not Applicable and document where exceptions to the standard are claimed. Information provided should include interior lighting power calculations, wattage of bulbs and ballasts, transformers and control devices. C103.2 Plans, specifications, and/or ❑Complies Requirement will be met. [PR8]1 calculations provide all information ❑Does Not with which compliance can be ❑Not Observable determined for the exterior lighting ❑Not Applicable and electrical systems and equipment and document where exceptions to the standard are claimed. Information provided should include exterior lighting power calculations, wattage of bulbs and ballasts, transformers and control devices. C406 Plans, specifications, and/or ❑Complies Requirement will be met. [PR9]1 calculations provide all information ❑Does Not with which compliance can be ❑Not Observable determined for the additional energy ❑Not Applicable efficiency package options. PRINTED PERMIT 02/02/202 J. MICHAEL JONES, P.E. FL LICENSE No.49582 \\�� CENsF S o. 4958 R 101' 1 v =s ��NAL E�Gilli(� 4%7/2022 rW V I..L� O V / Z LLJ 0 W n� 4..l. O -J _JO LLJ CY- N Q Lr) W Z a M � O Q > Z LLJ Q Z) LL_ 5I,' 0 m 1� LJ m �3.1z Q J J Q 0 Z,- Q = LLJ co O �— � M = JC14 EL Cn LLl IODU(N SHLEr TIME LIGHTING ENERGY COMPLIANCE CERTIFICATES REVISIONS BY i PRINTED i PERMIT 02/02/20214 J. MICHAEL JONES, P.E. FL LICENSE No.49582 ii�� �CHAEL �CENS✓O�Fs o.4958 R ._ /0NAL ��---,,,,,,14)f� 2022 w C� Q O Z w C) :2 LW n J O --1 -j O LLJ >Lo wZ QK' �00>� Z Ld -J J 0 � Li 0 mll�wmv J Z Q J J Q Q � C7 ('o 0 O p cV CL CL SHEET TITLE LIGHTING ENERGY COMPLIANCE CERTIFICATES DRAWN JMJ CHECKED JMJ DATE 12/2021 SCALE NONE JOB NO. 0000 SHEET EO*7 OF 12 SHEFTS REVISIONS BY A&OWNER COMMENTS 4/5/22 JMJ ©1 OWNER COMMENTS 22 JMJ PRINTED PERMIT 02/02/20214 11 J. MICHAEL JONES, P.E. FL LICENSE No.49582 11, *01AEL C E AN cP 0.4958 R 1 OP l /4NA L 4*2022 w Q ry O V) Z Ld 0 Lu � J O --� 1 O W 0:� N ~o� > W Z m HMO>M Z LLJ 0 —J _ J LL. m m^ � � W c/ Z" Q 3:: Q O a — M 0 J 2 Gn rZ m C) to W N SHEET TITLE 1 st FLOOR — ELECTRICAL PLAN DRAWN JMJ CHECKED JMJ DATE 12/2021 SCALE 1 /80 = 1'-0* JOB NO. 0000 SHEET E 1. 1 OF 12 SHEETS ;0— - — -— I I I I I I I I I I I I I .l 1_ C 1 3 C4 5 5.8 6 7 (�6 9 �0 (1 12 I I I I I I I I I t 1. 13) C� C 55 2nd FLOOR ELECTRICAL PLAN SCALE: 1/8" = 1'-0" KEYED NOTES: U1 PROVIDE GFI RECEPTACLE MOUNTED ADJACENT TO AIR HANDLING UNIT FOR MAINTENANCE AND CONDENSATE PUMP. CONNECT TO CIRCUIT 1_1-24. O2 DOWN TO 1st FLOOR, SEE E1.1 FOR CONTINUATION. O3 UP TO 3rd FLOOR, SEE E1.3 FOR CONTINUATION. O4 ROUTE THRU LIGHTIN 0 , SEE WIRING DIAGRAM ON SHEET EO.3. CONNECT ALL FIXTURES TO CIRCUI H1-5. O COORDINATE WITH MECHANICAL CONTRACTOR TO PROVIDE CODE MINIMUM WORKING CLEARANCE ABOUT DISCONNECT SWITCH. I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 1 16 17 (8 I(8).88 C19 20 0. (21 22 (23 24 25 GENERAL NOTES: 1. CONNECT ALL EXIT AND EMERGENCY BATTERIES AHEAD OF ANY SWITCHES OR CONTROLS. 2. FIELD VERIFY EMERGENCY EGRESS LIGHTING LEVELS PROVIDED COMPLY w/NFPA 101 7.9.2.1, 1.0 FOOT-CANDLE AVERAGE & 0.1 FOOT-CANDLE MINIMUM. PROVIDE ADDITIONAL FIXTURES AS REQUIRED TO MEET THIS REQUIREMENT OR AS DIRECTED BY THE AHJ. 3. COORDINATE THE LOCATIONS OF OCCUPANCY SENSORS FOR LIGHTING CONTROL w/ THE VENDOR PRIOR TO ROUGH -IN. THE CONTRACTOR SHALL COORDINATE WITH THE LOCAL WATT STOPPER AGENT TO HAVE WATT STOPPER PROVIDE THE INSTALLATION DESIGN PLANS AND TO COORDINATE FINDING A THIRD PARTY TECHNICIAN TO PERFORM THE START-UP OF THE LIGHTING CONTROL TO COMPLY w/ FBC C408.3. AND PROVIDE A FUNCTIONAL TEST OF THE LIGHTING CONTROL SYSTEM FOR PROPER OPERATION & PROVIDE THE OWNER & ENGINEER OF RECORD A REPORT TO COMPLY w/ FBC-EC C408.3.1.1 & C408.3.1.2. 4. ALL 20 AMP, 120 VOLT DUPLEX RECEPTACLES SHALL BE GFIC TYPE, UNLESS SPECIFICALLY NOTED OTHERWISE. 5. ALL LIGHT FIXTURES IN THE CORRIDORS SHALL BE TYPE "A" UNO. 6. TYPE "C" FIXTURE w/ INTEGRAL OCCUPANCY SENSOR - TYPICAL FOR ALL STORAGE UNITS w/ LIGHTS, UNO. MOUNT SO SENSOR DETECTS MOVEMENT ENTERING THE UNIT. 7. ALL VERTICAL RUNS OF CONDUIT NOT CONCEALED IN THE WALLS SHALL NOT BE MORE THAN 2" AWAY FROM THE CLOSEST WALL. 8. SEE MECHANICAL EQUIPMENT SCHEDULE ON SHEET EO.5 FOR CIRCUIT NUMBERS, FEEDER SIZES, AND SERVICE DISCONNECT INFORMATION FOR HVAC & PLUMBING EQUIPMENT. 0 O 00 LOr- I w V) �0 V)0 I 0 04 It z to QV) w = Q w0 Y Q Q � Z 0 Q 0 0 E a� 86 co N 0 Cn 07 Q W Cn Q� MARSHALL & BOLLWERK ENGINEERING, INC. 33BO Trickum Rd., Bldg. 500-104 —J Woodstock, Ga. 301 BB p: (678) 795-0333 — e: mbe@mbeinc.net 0 OD RELEASED FOR CONSTRUCTION U REVISIONS BY ®OWNER COMMENTS JMJ 12/19/22 PRINTED PERMIT 02/02/202 J. MICHAEL JONES, P.E. FL LICENSE No.49582 '=: � � l��CHAEL ✓ �\ C E NSF o. 4958 R 1 1D = S NG\����`\\\\ -, /0NAL W U Q 0 ~ I-- � Z W 0 W 0 —1 0 LLJ cy- � f_ o u') LLJ Z a M 0 00 > Z w p J Q J L�. m m LJ..I 3 (/) Z Q J Q J Q (n 0 0 w — M 0 DO 2 o_ m U to N SHEET TITLE 2nd FLOOR — ELECTRICAL PLAN DRAWN JMJ CHECKED JMJ DATE 12/2021 SCALE 1/8" = 1'-0" JOB NO. 0000 SHEET El 92 OF 12 SHEETS C)-- - -- C.- - --- - G.2 E.8 C� C�}---- I I I I I I I I I I I I I I I I I I I I I 1 2) 3 4 C5 (5.8 0 I I I I i I I I � 1 7 C.2 8 (9 1 C1111111� C J 13 14 15) 3rd FLOOR ELECTRICAL PLAN SCALE: 1 /8" = 1'-0" KEYED NOTES: 0 PROVIDE GFI RECEPTACLE MOUNTED ADJACENT TO AIR HANDLING UNIT FOR MAINTENANCE AND CONDENSATE PUMP. CONNECT TO CIRCUIT 1_1-26. O2 DOWN TO 2nd FLOOR, SEE E1.2 FOR CONTINUATION. U3 COORDINATE WITH MECHANICAL CONTRACTOR TO PROVIDE CODE MINIMUM WORKING CLEARANCE ABOUT DISCONNECT SWITCH. I I I I I I I I I I I I I I I I I I I I I I I I _ 16� 17 C18) 8_) C9 C20 �0. 21 22 2�3 24 25 GENERAL NOTES: 1. CONNECT ALL EXIT AND EMERGENCY BATTERIES AHEAD OF ANY SWITCHES OR CONTROLS. 2. FIELD VERIFY EMERGENCY EGRESS LIGHTING LEVELS PROVIDED COMPLY w/NFPA 101 7.9.2.1, 1.0 FOOT-CANDLE AVERAGE & 0.1 FOOT-CANDLE MINIMUM. PROVIDE ADDITIONAL FIXTURES AS REQUIRED TO MEET THIS REQUIREMENT OR AS DIRECTED BY THE AHJ. 3. COORDINATE THE LOCATIONS OF OCCUPANCY SENSORS FOR LIGHTING CONTROL w/ THE VENDOR PRIOR TO ROUGH -IN. THE CONTRACTOR SHALL COORDINATE WITH THE LOCAL WATT STOPPER AGENT TO HAVE WATT STOPPER PROVIDE THE INSTALLATION DESIGN PLANS AND TO COORDINATE FINDING A THIRD PARTY TECHNICIAN TO PERFORM THE START-UP OF THE LIGHTING CONTROL TO COMPLY w/ FBC C408.3. AND PROVIDE A FUNCTIONAL TEST OF THE LIGHTING CONTROL SYSTEM FOR PROPER OPERATION & PROVIDE THE OWNER & ENGINEER OF RECORD A REPORT TO COMPLY w/ FBC-EC C408.3.1.1 & C408.3.1.2. 4. ALL 20 AMP, 120 VOLT DUPLEX RECEPTACLES SHALL BE GFIC TYPE, UNLESS SPECIFICALLY NOTED OTHERWISE. 5. ALL LIGHT FIXTURES IN THE CORRIDORS SHALL BE TYPE "A" UNO. 6. TYPE "C" FIXTURE w/ INTEGRAL OCCUPANCY SENSOR - TYPICAL FOR ALL STORAGE UNITS w/ LIGHTS, UNO. MOUNT SO SENSOR DETECTS MOVEMENT ENTERING THE UNIT. 7. ALL VERTICAL RUNS OF CONDUIT NOT CONCEALED IN THE WALLS SHALL NOT BE MORE THAN 2" AWAY FROM THE CLOSEST WALL. 8. SEE MECHANICAL EQUIPMENT SCHEDULE ON SHEET EO.5 FOR CIRCUIT NUMBERS, FEEDER SIZES, AND SERVICE DISCONNECT INFORMATION FOR HVAC EQUIPMENT. w M N O I d;, 0 (V It z to Q0 W ui Y Q .QJ ~ Z 0 .E a� 88 4� O C7 (n Q I� 0 . n ` Cn O MARSHALL & BOLLWERK ENGINEERING, INC. . 3380 Trickum Rd., Bldg. 500-104 -J Woodstock, Ga. 30188 p: (678) 795-0333 — e: mbe@mbeinc.net O RELEASED FOR CONSTRUCTION U REVISIONS BY ©12OW/N1ERR/COMMEN1S JMJ PRINTED PERMIT 02/02/202 J. MICHAEL JONES, P.E. FL LICENSE No.49682 \CENS o.4958 _ R I 41'7/2022 LLJ V /Q LL 0 � Z L.L..I Q L.LJ 0 J0 W rY C4 o u') L.v Z a "IQ to o > Z W 3 J _J 0 � 0 LL. m CK LL1 m c!i Z Q J Q J a= w O 0� 0 0 � J 0) m U to W N SHEET WLE 3rd FLOOR — ELECTRICAL PLAN DRAWN JMJ CHECKED JMJ DATE 12/2021 SCALE 1/8" = 1'-0" JOB NO. 0000 SHEET El *3 OF 12 SHEETS STEEL CONDUIT TIME CLOCK 0-27 WALL PVC CONDUIT BELOW SLAB PVC-TO-RGS (OR IMC) CONDUIT TRANSITION FITTING APPLETON NTCC SERIES, TYP. — N 0 RGS (OR IMC) COUPLIN (RIGID TO EMT ACCEPTA FINISHED FLOOR CONCRETE SLAB -� GRADE OR VAPOR BARRIER RGS (OR IMC) 90 DEG. ELBOW EMERGING FROM SLAB APPLETON LMFL SERIES. CONDUIT TRANSITION: PVC-TO-RGS BELOW SLAB SCALE: NONE NEMA 1 ENCLOSURE CLOCK MOTOR 0-4---•--• — BLDG. MTD. SIGN 0-6�•- BLDG. MTD. SIGN 0-8—--+�-- MONUMENT SIGN 0 120 VOLT FROM UTILITY _ TRANSFORMER EMA 1 ENCLOSURE TIME CLOCK 0-27 N CLOCK MOTOR 0-2 —�—+� DISPLAY LIGHTS �� SPARE �• • SPARE 120 VOLT LIGHTING CONTROL WIRING DIAGRAMS SCALE: NONE KEYED NOTES: O PROGRAMMABLE TIME CLOCK IN ACCORDANCE w/ FBC-EC C405.2.6.4. PROVIDE BY-PASS PROVISION. SET CONTROLS PER OWNER'S REPRESENTATIVE'S INSTRUCTIONS. COORDINATE THE FINAL LOCATION OF TIME CLOCK w/ OWNER PRIOR TO ROUGH -IN. O2 PHOTOCELL FIELD LOCATED FACING NORTH. PROVIDE RELAY w/ CONTACTS RATED FOR 20 AMP LIGHTING LOADS IF REQUIRED TO PROVIDE THREE OUTPUTS. OFFICE IATTIC - LIGHTING PLAN SCALE: 1 /4" = 11'-0" I 3 G 1 2-3/4"0 0' FLOOR METALLIC COLD BUILDING COPPER CLAD SLAB . WATER PIPE STEEL STEEL GROUND (IF AVAILABLE) (IF AVAILABLE) RODS (SEPARATE MIN. 7'-0" APART) SEE SPEC NOTE 14 ON SHEET EO.1. ELECTRICAL CONTRACTOR SHALL CONTACT THE LOCAL POWER COMPANY TO DETERMINE THE AIC RATING REQUIREMENTS FOR ALL ELECTRICAL PANELS AND EQUIPMENT. ELECTRICAL PANEL AIC RATING'S SHALL BE SIZED PER LOCAL POWER COMPANY'S AIC RATING AT SECONDARY SIDE OF POWER COMPANY TRANSFORMER. SINGLE LINE DIAGRAM - OFFICE BUILDING SCALE: NONE KEYED NOTES: O 4# 1 (Cu), 2"C. OR 4# 1 /0 (Al), 2"C. 0 POWER COMPANY REVENUE METER, FURNISHED BY THE UTILITY. COORDINATE w/ UTILITY FOR INSTALLATION ADJACENT TO TRANSFORMER. O3 #6 SOLID BARE Cu G. IN 1 " PVC CONDUIT TO 6" BELOW FINISHED GRADE. O SERVICE ENTRANCE RATED 10OA/3P, 22kAIC MINIMUM ENCLOSED CIRCUIT BREAKER IN NEMA 3R ENCLOSURE. (VERIFY AVAILABLE FAULT CURRENT PER ELECTRICAL SPEC. NOTES 3.C., 31., & 33.. 0 4# 1, 1 #8G. (Cu), 1 1 /4"C. OR 4# 1 /0, 1 #6G. (AI), 2"C. �6 2 #12, 1 #12G., 1/2"C. O #4 SOLID BARE CU. GROUND BONDED TO THE GROUNDING ELECTRODE SYSTEM. RUN IN 1" PVC CONDUIT FROM BACKBOARD TO 6" BELOW FINISHED GRADE. COIL UP 6' OF WIRE AT BACKBOARD. 8O EMPTY 2" PVC CONDUIT w/ PULL CORD STUBBED -UP AT BACKBOARD AND RUN TO TELEPHONE DEMARCATION, FIELD VERIFY LOCATION w/ PHONE COMPANY. O9 SEE ELECTRICAL SPECIFICATION NOTE 44 ON SHEET E0.1 FOR ADDITIONAL INFORMATION. FAI C1 H GENERAL NOTES: 1. COORDINATE WITH CIVIL SITE UTILITY PLAN AND POWER COMPANY TO DETERMINE THE LOCATION OF UTILITY TRANSFORMER. 2. COORDINATE w/ THE GENERAL CONTRACTOR FOR ALL EXTERIOR EXPOSED CONDUIT TO BE PAINTED. 3. ALL EXTERIOR RECEPTACLES, AND DISCONNECT SWITCHES SHALL HAVE LOCKABLE COVERS. OFFICE 1st FLOOR - LIGHTING PLAN SCALE: 1/4" = 1'-0" KEYED NOTES: O1 ROUTE THRU LIGHTING CONTROLS, SEE WIRING DIAGRAM ON SHEET EO.3. CONNECT ALL AXTURES TO CIRCUIT 0-4. O UP TO ATTIC, SEE ATTIC PLAN THIS SHEET FOR CONTINUATION. O3 DOWN TO 1st FLOOR, SEE ATTIC PLAN THIS SHEET FOR CONTINUATION. O4 THIS LIGHT TO BE ON 24/7. O5 CONNECT TO EXHAUST FAN, SEE SHEET E-2.2 FOR CONTINUATION. O6 PROVIDE A PILOT LIGHT SWITCH "ON WHEN LOAD IS ON" FOR ATTIC LIGHTS. BASIS OF DESIGN HUBBELL CAT. NO. HBL1221PL. GENERAL NOTES: 1. CONNECT ALL EXIT AND EMERGENCY BATTERIES AHEAD OF ANY SWITCHES OR CONTROLS. 2. COORDINATE THE LOCATIONS OF OCCUPANCY SENSORS FOR LIGHTING CONTROL w/ THE VENDOR PRIOR TO ROUGH -IN. ALSO, SEE THE VENDOR DESIGN. THE CONTRACTOR SHALL HAVE A MANUFACTURER AUTHORIZED TECHNICIAN START-UP AND TEST THE LIGHTING CONTROLS FOR PROPER OPERATION. THE CONTRACTOR IS RESPONSIBLE FOR PROPER OPERATION OF OS SYSTEM PRIOR TO APPROVAL BY THE OWNER. 3. ALL LIGHT FIXTURES IN STORAGE UNITS SHALL BE TYPE TYPE "C" FIXTURES w/ INTEGRAL OCCUPANCY SENSOR, UNO. MOUNT SO SENSOR DETECTS MOVEMENT IN EITHER UNIT. 4. ALL LIGHT FIXTURES IN THE DISPLAY AREA SHALL BE TYPE "M", UNO. MARSHALL & BOLLWERK ENGINEERING, INC. 33BO Trickum Rd., Bldg. 500-104 Woodstock, Ga. 301 BB p: (678) 795-0333 e: mbe@mbeinc.net RELEASED FOR CONSTRUCTION 0 00 u7 �0 Vo X 0 cV d- Q M w w Y Q Q � J Z O Q LnQ U LLJ f -- U ry Q Q Q 0 E 88 Co U �U 0 Cn Cn Q Q REVISIONS BY AOWNER COMMENTS 4/5/22 ©OWNER COMMENTS 8/2/22 PRINTED PERMIT 02/02/202 J. MICHAEL JONES, P.E. FL LICENSE No.49582 �CENS�' o. 4958 -- 7ONAL Li 0 Q ry 0 � Z LI 0 G Lij CL 0 .J 0 LLJ cy— c1q F p LO M LEI Z Q M 0 Q , 0 z w —j J C, _� m m � W N Z J Q J J w 0 w0 O 0- NCL I MU oN SHEET TITLE OFFICE — LIGHTING PLANS & SINGLE LINE DIAGRAM DRAWN JMJ CHECKED JMJ DATE 12/2021 SCALE JOB NO. 0000 — SHEET E2* 1 OF 12 SHEETS Rl REVISIONS BY A&OWNER COMMENTS 4/5/22 JMJ ©OWNER COMMENTS 8/2/22 JMJ ©OWNER COMMENTS 12/19/22 JMJ PRINTED PERMIT 02/02/202 J. MICHAEL JONES, P.E. FL LICENSE No.49582 �, ��CHp►EL ✓ C cif' �\ C E NS F � o. 4958 =- TONAL W Q ry 0 ~ I- � Z W Cl :2 Lu C J 0 --� 0 W Q� CN > F" 0 U-) LLJ Z a M M � Q > O Z LaJ —J J Q D LL- 0 3 � W m � Z Q J J Q Q 2 LLJ 0 J 04 W 0 � SHEET TITLE OFFICE - POWER PLANS DRAWN JMJ CHECKED JMJ DATE 12/2021 SCALE 1/8" - 1'—O" JOB NO. 0000 SHEET E2o2 OF 12 SHEETS