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HomeMy WebLinkAboutPLANSI Ll 1 [1, @� FOR mm as 1� 11 1 DI"KERSON FLORIDA REALTY SECTION 28, TOWNSHIP 34S., RANGE 40E. PROJECT LOCATION LOCATION UCIE LM BEACH KEY WEST ,o ,ten CONSULTING CIVIL ENGINEERS, SURVEYORS & MAPPERS "Partners For Results, INC. Value By Design" 2222Colonial Road, Suite 201, Fort Pierce, Florida 34950 (772) 461 —2450 Fax: (772) 465-1225 BPR & FBPE License No: 959 www.lbfh.com ST. LUCIE COUNTY, 1-s"I I MUMAI r VICINITY MAP NOT TO SCALE MARCH 2O04 SHEET INDEX SHEET NUMBER SHEET TITLE/DESCRIPTION G COVER SHEET M-1 MASTER GRADING, PAVING & DRAINAGE PLAN P-1 HORIZONTAL CONTROL, GRADING, PAVING, DRAINAGE & UTILITY PLANS WITH NOTES D-1 GRADING, PAVING & DRAINAGE DETAILS D-2 GRADING, PAVING & DRAINAGE DETAILS D-3 WATER AND WASTEWATER DETAILS D-4 WATER AND WASTEWATER DETAILS S E . NE® D-5 LIFT STATION DETAILS StLucieGour D-6 LIFT STATION DETAILS SP-1 SPECIFICATIONS & SUPPLEMENTARY CONDITIONS LOCATION: NORTH 25TH STREET, NORTH OF SAINT LUCIE BLVD. OWNER: DICKERSON FLORIDA REALTY, INC. P.O. DRAWER 719 STUART, FL 34995 (772) 287-6820 dam eltemes P.E. No. 59353 JUL 2 8 2004 LSFH, Inc. No. 959 3550 S.W. Corporate Parkway Palm Citv. Ft, aaaan CHECKED BY AH DESIGNED : JJ DRAWN BY: JJ © 2004 l Inc. (FORT PIF2( :_� I(S/i r, _ uAIr,; �:. _.�........ jilt' E--(N a Qi ow 1:4 m A. CQ E"qC� W N Eg O C4 xza x zap 7/27/04 JJ SEWER REVISIONS 7/13/04 JJ LIFT STATION REVISIONS 6/25/04 JJ FINAL PHASE ONE REVISIONS 6/15/041 J _ I REVISED PER FPUA DATE I BY I REVISIONS Location Map Scale: NTS MONOLITHIC FOOTER W/(2) #50 BARS W/10"x121 WIRE Dumpster I N.T.S. Notes: Project STUCCO I i" Detail 10'-0" ■ ■ INCOMP.= CO. P� , , BLOCK ■ CEDAR GATES PLAN • The building shall 2 stories with 8,000 square feet per floor. • Site clearing to commence after obtaining all necessary permits, infrastructure will be complete by Winter 2005. • Irrigation will conform to local and state regulations regarding water conservatkxn. • All requirements ofISection 6.02.03 and Section 6.00.05C with regards to wetland and tree protection we to be met • Project I.D. sign YAI conform to requirements set forth in St Lucie County Land Development Code, Section 9.0200 • All lighting shall be in compliance with St Lucie Conrnty, Lighting Ordinance. Lighting specifications shall be provided during Building. Permit Application process Lighting shall compliment ttee architectural featuress of the proposed bulidings. • All Class 1 exotic vegetation will be removed from the sita • Conspicuous, durable barricades will be erected around each Individual tree or areas of vegetation that fire to be preserved. In the event that any protective barricades are removed or altered and land clearing or constriction work is being conducted on the site, all work at the site will be stopped until the barriers are restored and any necessary corrective actions taken to repair or replant any vegetation removed or damaged as a insult of these encroachments. Site Improvements Coverage Summary Site Data Acres Sq. Ft Percent Gross Site Area 44.98 1,959,280 100% Impervious Area As 29,696.60 1.5% Buildable Area .18 8,000.00 OA% Paving & Sidewalk$ .60 21,696.60 11% Pervious Area 4420 1$29,583.4 98. % Total 44.98 1,959R80 100% Site Data: Total Site Area 4498 Acres Property Tax ID No. 1428-602-0028-000/7 Existing Zoning Approximately 7.38 Acres CO 4&74 Acres IX Land Use IND Existing Use Vacant Proposed Use Office Number of Buildings 1 Parking Required 40 (5 spaces / 1000 sq ft) Handicap Spaces Required = 2 Parking Provided; 45 Handicap Spaces Provided = 2 Scale: 1' = 301 Drawn by. JW Checked by:GB CADD No: B741-Ti Date: 1.09.04 Landscape Requirements: Landscape Legend Abb Oty Botanical Name Common Name size & Spacing Tress OV 19 1 auerous virginiana Live Oak FG, 2F Cal DBH,12' Min Ht SP 110 Sabal palmetto Cabbage Palm 1V CT, Booted Straight Shrubs CON 110 Conocarpus erectus Green Buttonwood 3 Gal, 24' Ht, Full EVO 66 Evolvulus glomeratus Blue Daze 1 Gel, 24' O.C. spacing PR 2 Phoenix roeballini Pygmy Date Palm 7 Gallon, Triple RAP 123 Raphilepia Indies Indian Hawthorne 1 Gal, 24' O.C. spacing VIB 67 Viburnum suspensum Viburnum 3 Gal, 24' Ht, Full, ZV spacing Vehicular Use Area along existing Right -of -Way 170 Linear Feet along North 25th Street 170 x 15 = 2,550 eq, ft required landscape Area 170 / 30 = 5 Tress Required Interior Vehicular Use Area 201468AO sq. It, total Vehicular Use Area 20,468.40 118 = 1137.10 sq. ft required Landscape Area 1,13710 / 180 = 6 Trees Required Total Landscape Area Required = 3A871 94 ft Total Trees Required =11 t 1 42.04 1 Revel" par a17.04 DM cormwe ft No. I Date I Description of Revision 0 1998 THESHAAN6 AND THRINPORWTION SHOWN118REINARE TM PROPERTY OP THOMAS LUCIDO:& ASSOUAT ES, PA AND RRPRODUCTIONS, DISCLOSURES OR USS THERROPTNWHOLROR WPARTISRXPRRSSLY PRONLBITBD WITHOUT THIS IS TO CERTIFY THAT THIS SITE PLAN MEETS THE MINIMUM TECHNICAL: RE-0,41AEMENTS OF THE ST. LUCIE COUNTY LAND DIV-ZLOPMENT CODE. THIS APPROVAL DOES NOT CONSTITUTr CONSTRUCTION AUTHORIZATION ,V- TtL AL SUCH PROVISIONS OF THE PROJECT; EVELOP,- M1ENT APPROVAL HAVE IBEEN COM D ITH AS FURTHER IDENTIFIED? iN' ►v1 Nt ELOP- tNENT ORDFR -Q COMM1 INNTY DEVFLOPMr, A WINISTRATOR AF'PR VA DATE PA. Drawer 719, 1 E P 1000 15 30. Ltr1daM Brownlne Faeivj'rla1' . WV #LC— 0 venue A, ! do Fl. —OHE--- Pax ) 0 Trees to be Preserved L41 0' Pine 12' Pine 012' Oak 0 320 LF. OF 1e' R.C.P. 16' Pine L a 8' Pine Q 2' Pine 10' Pineelm Pine Pine rQ'i •'� 8' Pine S`�_�Fq,�+�1/ TO LAKE 12' Pine = LEGAL DESCRIPTION Scale: 1' 39 THAT PART OF LOTS 8, 9, AND 10 LYING WEST OF WESTERLY BOUNDARY OF FORT PIERCE HIGHLANDS AND LOTS 11, 12, AND 13 LESS 80 FOOT STRIP TO ST. LUCIE COUNTY, BOOK 152, PAGE 217, OF HOGG'S SUBDIVISION IN SECTION 28, TOWNSHIP 34 SOUTH, RANGE 40 EAST, AS RECORDED IN PLAT BOOK 1, PAGE 19, AND CONTAINING 47.92 ACRES. LESS AND EXCEPT: THAT PARCEL OF LAND DESCRIBED WITHIN OFFICIAL RECORDS BOOK 1130, MAY 19 2004 PAGE 1510. OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. L; (CONTAINING 2.85 ACRES, MORE OR LESS.) I __I Dickerson Florida, Inc. Sheet 3:St, Lucie County 1 of Site & 1ndscape Plan 2 Location Map Scale : NTS CI I Project STUCCO — o I 00 10'-00 ri■omm—mm—moomm rl ■ ■r6"CONC..D ■ ■w ■/ ■ ` ■ M FOOTER - iO BARS CEDAR 2" WIRE GATES 'ATION PLAN Enclosure Detail N.T.S. Notes: • The building shell be 2 stories with 8,000 square feet per floor. • Site clearing to commence after obtaining all necessary permits, Infrastructure will be complete by Winter 2005. • Irrigation will co form to local and state regulations regarding water conservation • All n irements�of Section 6DZ03 and Section 6.00A5C with regards to wetland and tree protectlon re to be met • Project I.D. sign71 conform to requirements set forth in St Lucie County Land Development Code, Section 9.02.00 • All lighting shall be in compliance with St Lucie County Lighting Ordinance. Lighting specifications s II be provided during Building Permit Application process. Lighting shall compliment the architectural features of the proposed building& • All Class 1 exotic: vegetation will be removed from the sit% • Conspicuous, durable barricades will be erected around each IndMdual tree or areas of vegetation that are to be preserved. In the event that any protective barricades are removed or faltered and land clearing or construction work is being conducted on the site, all work at the site will be stopped until the barriers are restored and any necessary orrective actions taken to repair or replant any vegetation removed or damaged as a result of these encroachments. Site Improvements Coverage Summary Site Data Acres 8% Ft Percent Gross Site Area 44,98 1,959,280 100% Impervious Area .68 29,696.60 'I.5% Buildable Area .18 8,000.00 0.4% Paving & Sidewalks .50 21,69&60 1.1% Pervious Area !, 44.30 1,929583A 98S% Total ! 44.98 1,959280 100% Site Data: Total Site Area 44.98 Acres Property Tax IDINcL 1428-602-0028-000/7 Existing Zoning Approximately 7.38 Acres CO 45.74 Acres IX Land Use IND Existing Use Vacant Proposed use Office Number of Buildings 1 Parking Required 40 (5 spaces / 1000 sq ft) Handicap Spaces Required = 2 Parking Provided 45 Handicap Spaces Provided - 2 Scale: 1' = Drawn by: JW Checked bY.GB CADD No-, B74 Date: 109 1 1 42.04 1 RevWm per a17D4 DHc COMETWdS No. I Date I Description of Revision E NORTH 25 WM T _WM--^WM—_— STREET __WM—__-WM--�-.. 6' HIGH CHAIN LINK FENCE S00'09 05 W(C) j 4' HIGH HOG Y RE FENCE II 69.J.23' WIRE y HORS LJ O UNES ------- ------ ------- ---- ----- — — — — — — �- O LIGHT POLE .E. = 13.49 (E)- OUY WE 18" RCP- ANOHOR ASPHALT 1201.61' TOP OF BANK 4' CONCRETE WALK --------------------- ---------- -- 4' HIGH HOG WIRE I FENCE l� I wooD UTILITY POLE TOE OF SLOPE --OHE---OHE---OHE---OHE--- OOD UTILITY �o POLE APPARENT USE - CO c „ F-RTIFY THAT THIS SITE' TmS I MEETS (r ijtoMUM TECHNICAL RECtUIr OF THE St. t,.oG,iE COUNTY LAND DEVI'. e CODE, THIS APPROVAL DOES NCiT r CONSTRUCTION AUTHORIZATIOt4 SUCH PROVISIONS OF THE r'ftO 3 MENT APPACIVAL HAVE BEEN Cr FURTHER IDIENTIFIED IN h� MENT OADFR "."..... .�. m8TRATOf4� k OOMMONITY i'dEYEL pR VAL DA F - E r � 9 1998 774BSEPLAIVS ANDTHE INFORMATION SHOWNHEREINARETHE PROPERTY OP THONAS Idplrl h LUCID04 ASSOCIATES, P,A, AND REPRODUCTION$ DISCLOSURES OR USE THEREOPIN WHOLE OR 30 01 15 30 IMPART IS EXPRESSLY PROHIBITED WITHOUT )e eiopment Tearn: Dkdcenxn Flarkfs Ina,�Qlll P aas Land Ply Luddo a tiwc�tees iw Avarn A sane 2A Fort Pleraq FL 34s6o v Lic. # LC— OOQ17 erterl ♦ / 100 Avenue A, Stii#e 2222 colonial Rd Surte 20t Fat PII FIL 34960V _m€ ....... ....... .. .=. . .... _....... O a E 0 LEGAL DESCRIPTION BONE. THAT PART OF LOTS 8, 9, AND 10 LYING WEST OF WESTERLY BOUNDARY OF FORT PIERCE HIGHLANDS AND LOTS 11, 12, AND 13 LESS 80 FOOT STRIP TO THI PARCEL IS LOCATED IN FLOOD ZONE AE, 100 ST. LUCIE COUNTY, BOOK 152, PAGE 217, OF HOGG'S SUBDIVISION IN SECTION YEAR FLOOD PLAIN ELEVATION OF 16.0 28, TOWNSHIP 34 SOUTH, RANGE 40 EAST, AS RECORDED IN PLAT BOOK 1, 11- NGVD29/14.5 FT—NAVD86 AND IN FLOOD ZONE PAGE 19, AND CONTAINING 47.92 ACRES. %0 YEAR FLOOD PLAIN ELEVATION OF 16.5 LESS AND EXCEPT: NGV0, /15.0 FT NAVDBB, AS DETERMINED BY f`� ALE FRAM F.E.M.A f?ANL'L Nb;4' ER 12?11CO176 THAT PARCEL OF LAND DESCRIBED WITHIN OFFICIAL RECORDS BOOK 1130, =' PANEL 176 OF 4i{);`CIATED NOVEMBER 4, PAGE 1510, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. LUCIE COUNTY," IFLORIDA. (CONTAINING 2.85 ACRES, MORE OR LESS.) �1. "cido # tes F:' 1. Dickerson Florida, Inc f o r Sheet andscape St Lucie County I r R 7,. MAY i 9 sacs I; of Overall Site Plan Ft. Pierce, F1.:1 1301, Fax 772-48'7-1604 I - -- - L FIRST FLOOR CODE REVIEW BUILDING OCCUPANCY CLASSIFICATION A. OCCUPANCY: Business Occupancy- Group B (FBC Section 305), PHYSICAL PROPERTIES OF BUILDING A. BUILDING AREA: Ground Floor 8,000 SF Second Floor 3,118 SF TOTAL 11,118 SF B. GRADE ELEVATIONS: Reference Civil Engineering Documents C. BUILDING HEIGHT IN FEET ABOVE GRADE: Reference Architectural Building Elevations D. BUILDING HEIGHT IN STORIES: Two E. TYPE CONSTRUCTION: Type IV/Un-protected/Un-sprinklered (FBC Section 606) F. SEPARATION DISTANCE FROM EXTERIOR WALLS TO PROPERTY LINE (FBC Chapter 5): [Reference Civil Engineering Documents] North- Exceeds 30 FT East- Exceeds 30 FT South- Exceeds 30 FT West- Exceeds 30 FT G. PERCENT OF OPENINGS PER FLOOR (FBC Table 600): North Elevation- 7% (NL Allowable) East Elevation- 11% (NL Allowable) South Elevation- 9% (NL Allowable) West Elevation- 12% (NL Allowable) LEGEND: fe BATTERY EXfT WITH DIRECTIONAL ARROWS AS REQUIRED LBATrERY IGHT POWERED EMERGENCY M FIRE ALARM MANUAL STATION SD CEILING SMOKE DETECTOR 23 Fi. PATH OF TRAVEL TO EXff i' OFIRE EXTINGUISHER LOCATION ( 2A1OBC MIN SIZE W/ MAXIMUM TRAVEL DISTANCE OF 75FT ) ii CONSTRUCTION LEGEND B' CONCRETE EXTERIOR WALL NEW 3rX 1N" GALV. METAL STUDS 25 GAUGE O 24' O.C. WITH N" DRYWALL BOTH SIDES. VERIFY RATED WALLS WITH SHEET AO.10 111mopik First Floor — 8000 S.F. Second Floor — Storage — 2580 S.F. Mechanical — 538 S.F. SCALE: 1/5" = P -0" H. MAXIMUM ALLOWABLE AREA & HEIGHT: 1. Maximum Allowable Area (FBC Table 500): B Business - 17,000 SF 2. Maximum Allowable Height (FBC Table 500): B Business - Two Stories I. ALLOWABLE AREA INCREASES (FBC 503.3): 1 = 4/3[100(F/P-0.25)] F = 360 FT (Building perimeter not less than 30 FT horizontal separation) P = 5360 FT (Total building perimeter) I = 4/3[100(360/360 — 0.25)] 1 = 1.33[100 X .75] 1 = 99.75% Allowable Building Area per FBC 503.3- 33,975 SF III. DETAILED OCCUPANCY REQUIREMENTS N/A IV. DETAILED CONSTRUCTION REQUIREMENTS A. FIRE PROTECTION OF STRUCTURAL MEMBERS: Fire Resistance Ratings Required- Fire Resistance In Hours (FBC Table 600): Interior Bearing Walls (supporting roof only)- NC Beams, Girders (supporting roof only)- NC Roof Assemblies- NC Exterior Bearing Walls- NC B. FIRE PROTECTION REQUIREMENTS (FBC Section 704): 1. Fire Resistant Separations: Accessory Occupancies: (FBC 704.12.2) — 8000sf / 3 = 2667 s.f. 2580sf (storage) < 2667s.f. 2. Exit Access Corridors: (FBC 704.2.4) First Floor Occupant Load = 80 persons 80 >30 therefore Exit Access Corridors must be rated 1 hour. SECOND FLOOR VL V. INTERIOR FINISHES A. MINIMUM INTERIOR FINISH CLASSIFICATION (FBC Table 803.3): Minimum Interior Finish Classification (unsprinklered): Exits- Class B Exit Access- Class B Other Spaces- Class C VI. MEANS OF EGRESS REQUIREMENTS A. OCCUPANT CONTENT PER CODE: Minimum Occupant Load (FBC Table 1003.1): Ground Floor- 8,000 SF/100 SF per Person = 80 Persons Second Floor- 2,580 SF/100 SF per Person = 26 Persons (25.8) Minimum Occupant Load (NFPA 101, Table 7.3.1.2): Ground Floor- 8,000 SF/100 SF per Person = 80 Persons Second Floor- 2,580 SF/100 SF per Person = 26 Persons (25.8) B. TRAVEL DISTANCE; DEAD-END LENGTHS; EXIT AND MEANS OF EGRESS WIDTH (FBC Table 1004): 1. Maximum Travel Distance- 200 FT Maximum Allowed [Actual Travel Distance 126 FT] 2. Maximum Dead End Corridor Length- 20 FT Maximum Allowed [N/A] 3. Egress Width per Person Served- 0.2 IN Maximum Allowed [Actual provided- 36 IN] 4. Minimum Corridor/Aisle Width- 44 IN Minimum Allowed [Actual provided- 60 IN] A. MEANS OF EGRESS REQUIREMENTS B. TRAVEL DISTANCE; DEAD-END LENGTHS; EXIT AND MEANS OF EGRESS WIDTH (FBC Table 1004): [CONTINUED] 5. Minimum Clear Opening of Exit Doors- 32 IN Minimum Allowed [Actual provided- 35.5 IN] 6. Minimum Number of Exits (FBC 100J•2.2)- 2 Exits [Actual provided- 4] 7. Means of Egress Illumination, Emergency Lighting and Exit Signs: Per FBC Section 1016; NFPA 101 38.2.8, 38.2.9, 38.2.10. SCALE: I/W = P -0" ST. LL CIE COUNTY FIRE DISTRICT REN7ER'ED FOR CONIPLIANCE SUBJECT TO FIELD INSPECTIONS SEE ATTACHED REVISIGON SHEET REVIENNT-D BY: �. „f i DATE: T A?:-,2 Z'0, ,l VII. ACCESSIBILITY REQUIREMENTS A. REQUIREMENTS (FBC 11-7): 1. Accessibility requirements to exceed or equal those specified in FBC Section 11-3 2. Visual Alarms, Notification Devices and Telephone(s) to be provided in (FBC 11-9.1.3) Vill. PLUMBING FIXTURES A. MINIMUM FIXTURE COUNT (FBC Plumbing, Table 403.1): 1. Minimum Number of Plumbing Facilities: �n 4 Water Closets-1 per 50 (Male / Female) v Lavatories- 1 per 80 (Male / Female) Drinking Fountain- 1 per 100 2 6 210 Service Sink - 1 required pUG 2. Number of Occupants per Sex:, �F p Assume 50/50 split — Male: = 56 v SL C SO —Female: = 56 c,aE4RSt WATER CLOSET LAVATORIES DRINKING FOUNTAINS Provided Required Provided Required Provided Required MALE 3- 2 Urinals 2 3 1 See Note FEMALE 3 2 3 1 Below. B. Bottled Water Provided in lieu of Drinking Fountain (FBC Plumbing, Table 410.1). FILE CO WCG NEELNkSCHAFFER WCG/Neel-Schaffer, Inc. 1705 19th Place, Suite G-3 Vero Beach, Florida 32960 Phone: 772-770-4707 Fax: 772-770-4640 www.neel-schaffer.com CA 9582 AA26000682 Consultants: Key Plan: Issues: No.: Date: Description: A 02.23.04 REVIEW B 03.03.04 REVIEW C 03,10.04 PER MEETING W/ WENDY BRANN D 03.29.04 PER MEETING E 04.16.04 PRICING 01 06.01.04 PERMIT 02 06.30.04 REVISION 01 03 07.29.04 CONSULTANT ISSUE — REVISIONS 04 08.09.04 REVISION 02 05 08.14.04 REVISION 03 06 08.26.04 REVISION 04 Project: Office Building DICKERSON OF FLORIDA N. 25TH STREET FT. PIERCE, FLORIDA Drawing Title: LIFE SAFTEY CODE Drawn: Issue Date: PWJ 06.01.04 Checked: PWJ Approved: Scale: RJM AS NOTED Project No.: Sheet No.: NN.01430.001 A1.10 THE ATTACHED PLANS HAVE BEEN DESIGNED FOR AND ARE IN COMPLIANCE WITH THE 2001 FLORIDA BUILDING CODE USING A MAXIMUM WIND VELOCITY OF 140 MPH. ENGINEERING DESIGN IS BY WCG/NEEL-SCHAFFER, INC. AND IS SITE SPECIFIC AND NOT VALID WITHOUT THE AUTHORIZED SIGNATURE AND SEAL OF A REGISTERED PROFESSIONAL ENGINEER. THESE NOTES ARE PART OF THE CONSTRUCTION DOCUMENTS AND MUST BE READ AND ADHERED TO BY ALL APPLICABLE SUBS. DO NOT SCALE THESE DRAWINGS, USE FIGURED DIMENSIONS ONLY. IF A DISCREPANCY OCCURS, CONTACT WCG/NEEL-SCHAFFER INC. AT 772-770-4707 FOR CLARIFICATIONS. THESE DOCUMENTS TO WHICH I HAVE AFFIXED MY SIGNATURE AND SEAL WERE PREPARED BY ME AND/OP TINDER MY DIRECT SUPERVISION. THESE DOCUMENTS ARE INSTRUMENTS OF USE AND ARE PROTECTED BY THE COPYRIGHT LAW OF THE U.S. THEY MAY NOT BE REPROCUCED IN WHOLE OR PART WITHOUT WRITTEN PERMISSION OF THE AROHITECT/ENGINCER. THE CERTInCATION CONTAINED HEREIN APKIL ONLY IC THOSE STRUCTURAL ELEMENTS CCVERED UNDER THE 2001 FLOPOA BUILDING CODE. COPYRIGHT p 20'.)4, WCG/NEEL-SCHAFFER,INC. AUG Z ty, ZG04 Peter W. Jon se' , AI.A Date Florida Registration # AR17858 Rick J. Melchiori, PE Date Florida Registration # 48947 r- W0G ■L NEEIwSCHAFFER I v Q 20'-0" 20'-0" 20'-0" 2&-0" 2" SEES .10 01 4.10 19 20'-0" 12'-6" 12'-2" 11'-8" 12'-6" 12'-6" 4" 4" 4" 4" q 4L' �� 2 OFFICE OFFICE OFFICE BREAK OFFICE OFFICE OFFICE 7HF =17013 014 015 016 v IS 24 12 13 20 15 t 4" 5' 4" 4' 4CORRIDOR o2B 4, 4 OFFICE 1'-0" 8'-10" 6'-0" 8'-I(d' 12'-5" 12'-10" e Dos 11 q' MECH B W 14 STIBUL 22 25 017 21 O10 v_F0_34T HUB uPSTAIR O ozs O v ELEV EQUI o35 OFFICE OFFICE O09 n �8 MEN ® OME G 041 a 0 OFFICE 036 ® e� - � 018 26 OFFICE ELEVATOR 21 q �- 008 � 02 033 28 a 4.13 N � 4.13 COMPUTER OFFICE e 2 o3s 2 v o3s 0 OFFICE Oq _ o1s 1'-0" T-10171 g,_6, 2'0, v 12' 6, 4� CA N 4,4"\�- 41 8 MAIL 44029O LIN e NORTH toc 1 ROOM 31 u, ENTDRYF02—3m Dal 21'-4" 11'-8" 21'_4" = e 4" CONFERENCE 4„ 4„ 32 m 42 0 TRAINING = PLAN oa3 — p ' ROOM =° FILING g o07 ROOM RECEPTION 39 38 p v oz, `r a CORRIDOR oz6 02 31 41 121 mb v 61-414 04 4" 61.4 CORRIDOR 1 031 10 0 05 36 35 33 �+ LOBBY O FICE e OFFICE OFFICE OFFICE 001 OFFICE OFFICE OFFICE e OFFICE 006 B 005 004 003 025 024 p23 0 022 I ,_mn 12,_mn 10'_0" 10'_0" Il,_8u 10'_0° 10,_0n 12,_mn 10,_0n 41" 4�� q�, q,� 4„ 4" 191 01 4'-2" 5'-10" 4'-2" 12'-II" 6'-8" 13'-4" 7141 13'-4" 6'-8" 12'-II" 4'-2" 5'-10" 4'-2° 201-0" 20'-0" 20'-0" 20'-0" 20'-0" 100'-0" , METAL CHANNEL FURRING WITH V DRYWALL REFER TO ELEVATOR MANUFACTURERS DRAWINGS FOR PIT DETAILS STRUCTURAL STEEL COLUMN - VERIFY W1 FRAMING PLAN Try s 0 N 02 ENLARGED PLAN ELEVATOR B e NLIN in 02 ;� 4.10 ro ■ TYPICAL METAL STUD WALL WITH DRYWALL FINISH SCALE: 3/6" = I'-m" CONSTRUCTION LLOj 8" CONCRETE EXTERI 8" CMU WALL NEW 31"X 1g" GALV. METAL STUDS 25 GAUGE ® 24" O.C. WITH J" DRYWALL BOTH SIDES. VERIFY RATED WALLS WITH SHEET A0.10 WCG/Neel-Schaffer, Inc. 1705 19th Place, Suite G-3 Vero Beach, Florida 32960 Phone:772-770-4707 Fax:772-770-4640 www.neel-schaffer.com CA 9582 AA26000682 Consultants: Key Plan: Issues: No.: Date: Description: A 02.23.04 REVIEW B 03.03.04 REVIEW C 03.10.04 PER MEETING W/ WENDY BRANN D 03.29.04 PER MEETING E 04.16.04 PRICING 01 06.01.04 PERMIT 02 06.30.04 REVISION 01 03 07.29.04 CONSULTANT ISSUE — REVISIONS 04 08.09.04 REVISION 02 05 08.14.04 REVISION 03 06 08.26.04 REVISION 04 Project: Office Building DICKERSON OF FLORIDA N. 25TH STREET FT. PIERCE, FLORIDA Drawing Title: FLOOR PLAN Drawn: Issue Date: PWJ 06.01.04 Checked: PWJ Approved: Scale: RJM AS NOTED Project No.: Sheet No.: INN.01430.001 A2. 1 O THE ATTACHED PLANS HAVE BEEN DESIGNED FOR AND ARE IN COMPLIANCE WITH THE 2001 FLORIDA BUILDING CODE USING A MAXIMUM WIND VELOCITY OF 140 MPH. ENGINEERING DESIGN IS BY WCG/NEEL—SCHAFFER, INC. AND IS SITE SPECIFIC AND NOT VALID WITHOUT THE AUTHORIZED SIGNATURE AND SEAL OF A REGISTERED PROFESSIONAL ENGINEER. THESE NOTES ARE PART OF THE CONSTRUCTION DOCUMENTS AND MUST BE READ AND ADHERED TO BY ALL APPLICABLE SUBS. DO NOT SCALE THESE DRAWINGS, USE FIGURED DIMENSIONS ONLY. IF A DISCREPANCY OCCURS, CONTACT WCG/NEEL—SCHAFFER INC. AT 772-770-4707 FOR CLARIFICATIONS. THESE DOCUMENTS TO WHICH I HAVE AFFIXED MY SIGNATURE AND SEAL WERE PREPARED BY ME AND/OR UNDER MY DIRECT SUPERVISION. THESE DOCUMENTS ARE INSTRUMENTS OF USE AND ARE PROTECTED BY THE COPYRIGHT LAW OF THE U.S. THEY MAY NOT BE REPRODUCED IN WHOLE OR PART WITHOUT WRITTEN PERMISSION OF THE A.RCH?TECl/ENGINEER. THE CERTIFICATION CONTAIN0 HEREIN APPLIES ONLY TO THOSE STRUCTURAL ELEMENTS COVERED UNDER THE 2001 FLORIDA BUILDING CODE. COPYRIGHT U 2004, 26 7L104+ Peter W. Janes, AI?? Date Florida Registration # AR17858 01) OVERALL FIRST FLOOR PLAN SCALE: 1/4" = I'-011 FILE COPY Rick J. Melchiori, PE Date Florida Registration # 48947 01 _ 9 61 0 e t0 STORAGE STORAGE STO;GE e e aas 046 0 ECH. a 049 v r ❑43 411 11 411 , T C 10,-2, LL 5 11_011 9,-011 _0„ 9'_5 ME H. ° - 44 04e STAIR 46 `7 2 `r 48 4" MECH. ; oa7 STORAGE 0 45 MECH. oas _ 4" 4" 0 , ELE TO n MECH. oas 9 02 s 02 03 4.13 4.13 _ e v e e 0 101-21, -1,-all 1 _1 1 _0 9,_0, m 9 0 0 02 02 0 4.10 4.10 o e � e N 0 n OVERALL 2ND FLOOR PLAN . .. 18'-4" 6,_8" 18'-4" CONSTRUCTION LEGEND 8" CONCRETE EXTERIOR WALL 8" CMU WALL NEW 3J"X 11" GALV. METAL STUDS 25 GAUGE 0 24" O.C. WITH I" DRYWALL BOTH SIDES. VERIFY RATED WALLS WITH SHEET AO.10 WCG ips NEELeSCHAFFER WCG/Neel-Schaffer, Inc. 1705 19th Place, Suite G-3 Vero Beach, Florida 32960 Phone:772-770-4707 Fax:772-770-4640 wYrvv. neel-schaffer.mm CA 9582 AA26000682 Consultants: Key Plan: Issues: No.: Date: Description: A 02.23.04 REVIEW B 03.03.04 REVIEW C 03.10.04 PER MEETING W/ WENDY BRANN D 03.29.04 PER MEETING E 04.16.04 PRICING 01 06.01.04 PERMIT 02 06.30.04 REVISION 01 03 07.29.04 CONSULTANT ISSUE — REVISIONS 04 08.09.04 REVISION 02 05 08.14.04 REVISION 03 06 08.26.04 REVISION 04 Project: Office Building DICKERSON OF FLORIDA N. 25TH STREET FT. PIERCE, FLORIDA Drawing Title: FLOOR PLAN Drawn: Issue Date: PWJ 06.01.04 Checked: PWJ Approved: Scale: RJM AS NOTED Project No.: Sheet No.: INN.01430.001 A2. 1 1 THE ATTACHED PLANS HAVE BEEN DESIGNED FOR AND ARE IN COMPLIANCE WITH THE 2001 FLORIDA BUILDING CODE USING A MAXIMUM WIND VELOCITY OF 140 MPH. ENGINEERING DESIGN IS BY WCG/NEEL-SCHAFFER, INC. AND IS SITE SPECIFIC AND NOT VALID WITHOUT THE AUTHORIZED SIGNATURE AND SEAL OF A REGISTERED PROFESSIONAL ENGINEER. THESE NOTES ARE PART OF THE CONSTRUCTION DOCUMENTS AND MUST BE READ AND ADHERED TO BY ALL APPLICABLE SUBS. DO NOT SCALE THESE DRAWINGS, USE FIGURED DIMENSIONS ONLY. IF A DISCREPANCY OCCURS, CONTACT WCG/NEEL-SCHAFFER INC. AT 772-770-4707 FOR CLARIFICATIONS. THESE DOCUMENTS TO WHICH I HAVE AFFIXED MY SIGNATURE AND SEAL WERE PREPARED BY ME AND/OR UNDER MY DIRECT SUPERVISION. THESE DOCUMENTS .ARE INSTRUMENTS OF USE AND ARE PROTECTED BY THE COPYRIGHT LAW OF THE U.S. THEY MAY NOT BE REPRODUCED IN W40LE OR PART WITHOUT WRITTEN PERMISSION OF THE ARCHFECT/ETIGINEFR. THE CERTIFICATION CONTAINER HEREIN APPLIES ONLY TO THOSE STRUCTURAL ELEMENTS COVERED UNDER THE 2001 FLORIDA BUILDING CODE. COPYRIGHT' 2004, WCG/NEEL-SCHAFFEP..INC. end_ 2 - 201.144 Peter W. Junes, AiA Date Florida Registration # AP,17858 SCALE. 1/81' = I'_011 FILE COPY Rick J. Melchiori, PE Date Florida Registration # 48947 DOOR SCHEDULE ROOM FINISH SCHEDULE wea AC A( W m Z O � W (n O Z Z D_ O DOOR FRAME REMARKS W F- !r O 0 a rn �' Cn W a Z Y U_ w = 0 �0 ZO ~ [-- Tn Z O U = Z_ W 0 Z C) Q W Z O F Q W W Q W ZO ~ 0' I— Tn Z O U ^ Z N ¢ [ .— >_ Li c IL :.. W Z O O � 01 10'-0" X 8'-0" AL MANF AL 20 min. PAIR 3'-0" X 8'-0" 01 02 3'-0" X 7'-0" SCW PAINT HM 20 min. 02 03 3'-0" X 7'-0" SCW PAINT HM 20 min. 03 04 3'-0" X 7'-0" ti SCW PAINT HM 20 min. 04 05 3'-0" X 7'-0" SCW PAINT HM 20 min. 05 06 3'-0" X 7'-0" SCW PAINT HM 20 min. 06 07 3'-0" X 7'-0" SCW,PAINT HM 20 07 3'—O" X 7'-0" C PAINT HM 45 min. AND JAMB SELF—CL SING 08 09 3'-0" X 7'-0" SCW PAINT HM 20 min. 09 10 3'-0" X 7'-0" SCW PAINT HM 20 min. 10 11 3'-0" X 7'-0" SCW PAINT HM 20 min. PAIR 11 12 3'-0" X 7'-0" SCW PAINT HM 20 min. 12 13 3'-0" X 7'-0" SCW PAINT HM 20 min. 13 14 3'-0" X 7'-0" SCW PAINT HM 60 min. R AND JAMB, SELF—CL SING 14 15 3'-0" X 7'-0" SCW PAINT HM 20 min. 15 16 3'-0" X 7'-0" SCW PAINT HM 20 min. 16 17 3'-0" X 7'-0" SCW PAINT HM 20 min. 17 18 3'-0" X 7'-0" SCW PAINT HM 20 min. 18 19 5'-6" X 8'-0" AL MANF AL 20 min. S—O" X 8'-0" DOOR 19 20 3'-0" X 7'-0" SCW PAINT HM 20 min. 20 21 3'-0" X 7'-0" SCW PAINT HM 20 min. 21 22 3'-0" X 7'-0" SCW PAINT HM 20 min. 22 23 3'-0" X 7'-0" SCW PAINT HM 20 min. 23 24 3'-0" X 7'-0" SCW PAINT HM 20 min. 24 25 3'-0" X 7'-0" SCW PAINT HM 20 min. PAIR 25 26 10'-0" X 8'-0" SCW PAINT HM 20 min. 26 27 3'-0" X 7'-0" ti SCW PAINT HM 20 min. 27 28 3'-0" X 7'-0" ti SCW PAINT HM 20 min. 28 29 3'-0" X 7'-0" SCW PAINT HM 20 min. 29 30 3'-4" X 8'-0" AL MANF AL 20 min. 3'-0" X 8'-0" DOOR 30 31 3'-0" X 7'-0" SCW PAINT HM 20 min. 31 32 3'-0" X 7'-0" SCW PAINT HM 20 min. 32 33 3'-0" X 7'-0" SCW PAINT HM 20 min. 33 34 3'-0" X 7'-0" SCW PAINT HM 20 min. 34 35 3'-0" X 7'-0" SCW PAINT HM 20 min. 35 36 3'-0" X 7'-0" SCW PAINT HM 20 min. 36 37 3'-0" X 7'-0" SCW PAINT HM 20 min. 37 38 6'-0" X 7'-0" SCW STAIN HM 20 min. PAIR 38 39 6'-0" X 7'-0" SCW STAIN PAINT PAINT HM 20 min. PAIR 39 40 3'-0" X 7'-0" SCW HM 40 41 3'-0" X 7'-0" SCW HM 41 42 3'-0" X 7'-0" SCW PAINT HM 20 min. 42 43 3'-0" X 7'-0" SCW PAINT HM 60 min. DOOR AND JAMB, SELF—C SING 43 44 3'-0" X 7'-0" 44 45 3'-0" X 7'-0" 45 46 3'-0" X 7'-0" 46 47 3'-0" X 8'-0" HM PAINT HM 47 48 3'-0" X 7'-0" 48 49 3'-0" X 7'-0" 49 HCW = HOLLOW CORE WOOD HM = HOLLOW METAL SCW = SOLID CORE WOOD FRE = FRENCH SINGLE LITE LVR = FULL LOUVER HC = HOLLOW CORE RDOOR SCHEDULE � w DOw Z 0 O O fY Z O U � Z 0 O O O! FLOOR BASE WALL CEILING 1' X Q � W Or � DO m Z O O Of Q o' W f— Q O J O U Q K W N Q O J O U NORTH SOUTH EAST WEST Q iY W H Q g 2 V) Z U- F = U UJ a: Q o W !— Q 2 N Z U- 4 of W H Q S N Z li Q of W F- Q 2 N Z U- Q X Ld H Q 2 1n Z U- 001 LOBBY CER TILE TBD WOOD TBD GYPBD PAINT GYPBD PAINT GYPBD PAINT GYPBD PAINT AC CLG DETAILED 16'-0"+— (VERIFY CLG. HT.) 001 002 RECEPTION CER TILE TBD WOOD TBD GYPBD PAINT GYPBD PAINT GYPBD PAINT GYPBD PAINT AC CLG DETAILED 20'-0" 002 003 OFFICE CARPET TBD VINYL TBD GYPBD PAINT GYPBD PAINT GYPBD PAINT GYPBD PAINT AC CLG FISSURED 10'-0" 003 004 OFFICE CARPET TBD VINYL TBD GYPBD PAINT GYPBD PAINT GYPBD PAINT GYPBD PAINT AC CLG FISSURED 10'-0" 004 005 OFFICE CARPET TBD VINYL TBD GYPBD PAINT GYPBD PAINT GYPBD PAINT GYPBD PAINT AC CLG FISSURED 10'-0" 005 006 OFFICE CARPET TBD VINYL TBD GYPBD PAINT GYPBD PAINT GYPBD PAINT GYPBD PAINT AC CLG FISSURED 10'-0" 006 007 PLAN ROOM VCT TBD VINYL TBD GYPBD PAINT GYPBD PAINT GYPBD PAINT GYPBD PAINT AC CLG FISSURED 10'-0" 007 008 OFFICE CARPET TBD VINYL TBD GYPBD PAINT GYPBD PAINT GYPBD PAINT GYPBD PAINT AC CLG FISSURED 10'-0" 008 009 OFFICE CARPET TBD VINYL TBD GYPBD PAINT GYPBD PAINT GYPBD PAINT GYPBD PAINT AC CLG FISSURED 10'-0" 009 010 OFFICE CARPET TBD VINYL TBD GYPBD PAINT GYPBD PAINT GYPBD PAINT GYPBD PAINT AC CLG FISSURED 10'-0" 010 011 OFFICE CARPET TBD VINYL TBD GYPBD PAINT GYPBD PAINT GYPBD PAINT GYPBD PAINT AC CLG FISSURED 10'-0" 011 012 OFFICE CARPET TBD VINYL TBD GYPBD PAINT GYPBD PAINT GYPBD PAINT GYPBD PAINT AC CLG FISSURED 10'-0" 012 013 BREAK VCT TBD VINYL TBD GYPBD PAINT GYPBD PAINT GYPBD PAINT GYPBD PAINT AC CLG FISSURED 10'-0" 013 014 OFFICE CARPET TBD VINYL TBD GYPBD PAINT GYPBD PAINT GYPBD PAINT GYPBD PAINT AC CLG FISSURED 10'-0" 014 015 OFFICE CARPET TBD VINYL TBD GYPBD PAINT GYPBD PAINT GYPBD PAINT GYPBD PAINT AC CLG FISSURED 10'-0" 015 016 OFFICE CARPET TBD VINYL TBD GYPBD PAINT GYPBD PAINT GYPBD PAINT GYPBD PAINT AC CLG FISSURED 10'-0" 016 017 MECHANICAL VCT TBD VINYL TBD GYPBD PAINT GYPBD PAINT GYPBD PAINT GYPBD PAINT AC CLG FISSURED 10'-0" 017 018 OFFICE CARPET TBD VINYL TBD GYPBD PAINT GYPBD PAINT GYPBD PAINT GYPBD PAINT AC CLG FISSURED 10'-0" 018 019 OFFICE CARPET TBD VINYL TBD GYPBD PAINT GYPBD PAINT GYPBD PAINT GYPBD PAINT AC CLG FISSURED 10'-0" 019 020 NORTH ENTRY VCT TBD VINYL TBD GYPBD PAINT GYPBD PAINT GYPBD PAINT GYPBD PAINT AC CLG FISSURED 10'-0" 020 021 FILE ROOM VCT TBD VINYL TBD GYPBD PAINT GYPBD PAINT GYPBD PAINT GYPBD PAINT AC CLG FISSURED 10'-0" 021 022 OFFICE CARPET TBD VINYL TBD GYPBD PAINT GYPBD PAINT GYPBD PAINT GYPBD PAINT AC CLG FISSURED 10'-0" 022 023 OFFICE CARPET TBD VINYL TBD GYPBD PAINT GYPBD PAINT GYPBD PAINT GYPBD PAINT AC CLG FISSURED 10'-0" 023 024 OFFICE CARPET TBD VINYL TBD GYPBD PAINT GYPBD PAINT GYPBD PAINT GYPBD PAINT AC CLG FISSURED 10'-0" 024 025 OFFICE CARPET TBD VINYL TBD GYPBD PAINT GYPBD PAINT GYPBD PAINT GYPBD PAINT NONE FISSURED 10'-0" 025 026 CORRIDOR VCT TBD VINYL TBD GYPBD PAINT GYPBD PAINT GYPBD PAINT GYPBD PAINT AC CLG FISSURED 8'-6" 026 027 CORRIDOR VCT TBD VINYL TBD GYPBD PAINT GYPBD PAINT GYPBD PAINT GYPBD PAINT AC CLG FISSURED 8'-6" 027 028 CORRIDOR VCT TBD VINYL TBD GYPBD PAINT GYPBD PAINT GYPBD PAINT GYPBD PAINT AC CLG FISSURED 8'-6" 028 029 VESTIBULE VCT TBD VINYL TBD GYPBD PAINT GYPBD PAINT GYPBD PAINT GYPBD PAINT AC CLG FISSURED 8'-6" 029 030 CORRIDOR VCT TBD VINYL TBD GYPBD PAINT GYPBD PAINT GYPBD PAINT GYPBD PAINT AC CLG FISSURED 8'-6" 030 031 CORRIDOR VCT TBD VINYL TBD GYPBD PAINT GYPBD PAINT GYPBD PAINT GYPBD PAINT AC CLG FISSURED 8'-6" 031 032 CONFERENCE CARPET TBD VINYL TBD GYPBD PAINT GYPBD PAINT GYPBD PAINT GYPBD PAINT AC CLG DETAILED 10'-0" 032 033 ELEVATOR CMU CMU CMU CMU VERIFY ALL FINISHES W/ ELEVATOR MFGR. 033 033A ELEV. EQUIP. VCT TBD VINYL TBD GYPBD PAINT GYPBD PAINT GYPBD PAINT GYPBD PAINT AC CLG FISSURED 10'-0" 033A 034 NETWORK HUB VCT TBD VINYL TBD GYPBD PAINT GYPBD PAINT GYPBD PAINT GYPBD PAINT AC CLG FISSURED 10'-0" 034 035 STAIR VCT TBD VINYL TBD GYPBD PAINT GYPBD PAINT GYPBD PAINT GYPBD PAINT NONE 035 036 MEN CER TILE TBD CER TILE TBD MR GYP C.T./PAINT MR GYP C.T./PAINT1 MR GYP C.T./PAINT MR GYP C.T./PAINT AC CLG GYP/VINYL 10'-0" 036 037 0-)8 039 040 041 WOMEN CER TILE TBD CER TILE TBD MR GYP C.T./PAINT MR GYP GYPBD GYPBD C.T./PAINT MR GYP C.T./PAINT MR GYP C.T./PAINT AC CLG GYP/VINYL 10'-0" 037 COMPUTER VCT TBD VINYL TBD GYPBD PAINT PAINT GYPBD PAINT GYPBD PAINT AC CLG FISSURED 10'-0" 038 OFFICE CARPET TBD VINYL TBD GYPBD PAINT PAINT GYPBD PAINT GYPBD PAINT AC CLG FISSURED 10'-0" 039 OFFICE CARPET TBD VINYL TBD GYPBD PAINT GYPBD GYPBD GYPBD GYPBD GYPBD PAINT GYPBD PAINT GYPBD PAINT AC CLG FISSURED 10'-0" 040 OFFICE CARPET TBD VINYL TBD GYPBD PAINT PAINT GYPBD PAINT GYPBD PAINT AC CLG FISSURED 10'-0" 041 042 MAIL ROOM VCT TBD VINYL TBD GYPBD PAINT PAINT GYPBD PAINT GYPBD PAINT AC CLG FISSURED 10'-0" 042 043 TRAINING VCT TBD VINYL TBD GYPBD PAINT PAINT GYPBD PAINT GYPBD PAINT AC CLG FISSURED 10'-0" 043 044 MECH. VCT TBD VINYL TBD GYPBD PAINT PAINT GYPBD PAINT GYPBD PAINT NONE 044 045 MECH. VCT TBD VINYL TBD GYPBD PAINT GYPBD PAINT GYPBD PAINT GYPBD PAINT NONE 045 046 FILE ROOM VCT TBD VINYL TBD GYPBD PAINT GYPBD PAINT GYPBD PAINT GYPBD PAINT AC CLG FISSURED 9'-0" 046 047 MECH. VCT TBD VINYL TBD GYPBD PAINT GYPBD PAINT GYPBD PAINT GYPBD PAINT NONE 047 048 MECH. VCT TBD VINYL TBD GYPBD PAINT GYPBD PAINT GYPBD PAINT GYPBD PAINT NONE 046 049 MECH. VCT TBD VINYL TBD GYPBD PAINT GYPBD PAINT GYPBD PAINT GYPBD PAINT NONE 047 FINISH SCHEDULE illIk NEELN&SCHAFFER WCG/Neel-Schaffer, Inc. 1705 19th Place, Suite G-3 Vero Beach, Florida 32960 Phone:772-770-4707 Fax:772-770-4640 www.neel-schaffer.com CA 9582 AA26000682 Consultants: Key Plan: Issues: No.: Date: Description: A 02.23.04 REVIEW B 03.03.04 REVIEW C 03.10.04 PER MEETING W/ WENDY BRANN D 03.29.04 PER MEETING E 04.16.04 PRICING 01 06.01.04 PERMIT 02 06.30.04 REVISION 01 03 07.29.04 CONSULTANT ISSUE — REVISIONS 04 08.09.04 REVISION 02 05 08.14.04 REVISION 03 06 08.26.04 REVISION 04 Project: Office Building DICKERSON OF FLORIDA N. 25TH STREET FT. PIERCE, FLORIDA Drawing Title: SCHEDULES Drawn: Issue Date: PWJ 06.01.04 Checked: PWJ Approved: Scale: RJM AS NOTED Project No.: Sheet No.: INN.01430.001 A2.30 THE ATTACHED PLANS HAVE BEEN DESIGNED FOR AND ARE IN COMPLIANCE WITH THE 2001 FLORIDA BUILDING CODE USING A MAXIMUM WIND VELOCITY OF 140 MPH. ENGINEERING DESIGN IS BY WCG/NEEL-SCHAFFER, INC. AND IS SITE SPECIFIC AND NOT VAUD WITHOUT THE AUTHORIZED SIGNATURE AND SEAL OF A REGISTERED PROFESSIONAL ENGINEER. THESE NOTES ARE PART OF THE CONSTRUCTION DOCUMENTS AND MUST BE READ AND ADHERED TO BY ALL APPLICABLE SUBS. DO NOT SCALE THESE DRAWINGS, USE FIGURED DIMENSIONS ONLY. IF A DISCREPANCY OCCURS, CONTACT WCG/NEEL-SCHAFFER INC. AT 772-770-4707 FOR CLARIFICATIONS. THESE DOCUMENTS TO WHICH I HAVE AFFIXED MY SIGNATURE AND SEAL WERE PREPARED BY ME AND/OR UNDER MY DIRECT SUPERVISION. THESE DOCUMENTS ARE INSTRUMENTS OF USE AND ARE PROTECTED BY THE COPYRIGHT LAW OF THE U.S. THEY MAY NOT BE REPRODUCED IN WNOLE OR PART WITHOUT WRITTEN PERMISSION OF THE ARCHITECT/ENGINEER. THE CERTIFICATION CONTAINED HFR^.,N APPLIES ONLY TO THOSE STRUCTURAL ELEMENTS COVERED UNDER THE 2',01 FLORIDA BUILDING CODE. CDPYRIGHI' C 2004, WCG/NEEL-SCHAFFE.H.INC. - hilu L J�4 Peter W. Jogles, AiA Date Florida Registration # AR 1 7858 1 FILE COPY Rick J. Melchiori, PE Date Florida Registration # 48947 wea L- 2 LAYERS TYPE "X" DRYWALL MECHANICALLY FASTENED TO JOIST 50TTOM - FIRE CAULK ALL PENETRATIONS ACCORDING TO CODE AND AT WALLS - PROVIDE METAL CHANNEL FRAMING RATED CEILING ASSEMBLY ACHEIVED PER CHAPTER 1, SECTION 109 CALCULATION OF FIRE RESISTANCE, TABLE 109.2.1.4b, TWO LAYERS TYPE "X" GYPSUM WALLBOARD AT 40 MIN. EACH EQUALS 1 HR 20 MINS. SUSPENDED ACOUSTICAL TILE CEILING W/ ACOUSTICAL 5ATT INSULATION I HR FIRE RATED WALL - U.L. 0465 - SEE DETAIL 01 / A4.13 01) SECTION a FIRE RATED CORRIDOR VI SCALE: P = 1'-0'' 2 LAYERS TYPE 'IX" DRYWALL MECHANICALLY FASTENED TO JOIST 50TTOM - FRE PENETRATONS ACCORD IN OD AND AT WALLS RATED CEILING ASSEMBLY ACHEIVED PER CHAPTER 1, SECTION 109 CALCULATION OF FIRE 8'-6" CEILING RESISTANCE, TABLE 1092.1.4b, TWO LAYERS First Floor TYPE "XI' GYPSUM WALLBOARD AT 40 MIN, Rated Corridor EACH EQUALS I HR. 20 MINS. SUSPENDED ACOUSTICAL CEI G W/ ACOUSTICAL 5ATT INSULATION 04 I HR FIRE RATED WALL - UL. 0465 - SEE DETAIL 01 / A4.13 SECTION a FIRE RATED CORRIDOR 2 0 SCALE: P = 1'-0" 03 SECTION a FIRE RATED LOBBY WALL 2 LAYERS TYPE "X" DRYWALL MECHANICALLY FASTENED TO JOIST BOTTOM - FIRE CAULK ALL PENETRATONS ACCORDING TO CODE AND AT I HR FIRE RATED WALL - U.L. "465 - SEE DETAIL 01 / A4.13 SUSPENDED ACOUSTICAL TILE CEILING W/ ACOUSTICAL 5ATT INSULATION SCALE: P = 1'-0'' FILE COPY NEEL'OkSCHAFFER WCG/Neel-Schaffer, Inc. 1705 19th Place, Suite G-3 Vero Beach, Florida 32960 Phone:772-770-4707 Fax:772-770-4640 www.neel-schaffer.com CA 9582 AA26000682 Consultants: Key Plan: Issues: No.: Date: Description: A 02.23.04 REVIEW B 03.03.04 REVIEW C 03.10.04 PER MEETING W/ WENDY BRANN D 03.29.04 PER MEETING E 04.16.04 PRICING 01 06.01.04 PERMIT 02 06.30.04 REVISION 01 03 07.29.04 CONSULTANT ISSUE — REVISIONS 04 08.09.04 REVISION 02 05 08.14.04 REVISION 03 06 08.26.04 REVISION 04 Project: Office Building DICKERSON OF FLORIDA N.25TH STREET FT. PIERCE, FLORIDA Drawing Title: WALL SECTIONS Drawn: Issue Date: PWJ 06.01.04 Checked: PWJ Approved: Scale: RJM AS NOTED Project No.: Sheet No.: NN.01430.001 A4.12 THE ATTACHED PLANS HAVE BEEN DESIGNED FOR AND ARE IN COMPLIANCE WITH THE 2001 FLORIDA BUILDING CODE USING A MAXIMUM WIND VELOCITY OF 140 MPH. ENGINEERING DESIGN IS BY WCG/NEEL-SCHAFFER, INC. AND IS SITE SPECIFIC AND NOT VALID WITHOUT THE AUTHORIZED SIGNATURE AND SFAL OF A REGISTERED PROFESSIONAL ENGINEER. THESE NOTES ARE PART OF THE CONSTRUCTION DOCUMENTS AND MUST BE READ AND ADHERED TO BY ALL APPLICABLE SUBS. DO NOT SCALE THESE DRAWINGS, USE FIGURED DIMENSIONS ONLY. IF A DISCREPANCY OCCURS, CONTACT WCG/NEEL-$CHAFFER INC. AT 772-770-4707 FOR CLARIFICATIONS. THESE DOCUMENTS TO WHICH I HAVE AFFIXED MY SIGNATURE AND SEAL WERE PREPARED BY ME AND/OR UNDER MY DIRECT SUPERVISION. THESE DOCUMENTS ARE INSTRUMENTS OF USE AND ARE PROTECTED BY THE COPYRIGHT LAW OF HE U.S. THEY MAY NOT BE REPRODUCED IN WHOLE OR PART WITHOUT WRITTEN PERMISSION OF THE AR!.'HITECF/ENGINEER. THE CERTIFICATION CONTAINED HEREIN AFPUES ONLY TO THOSE STRUCTURAL ELEMENTS COVERED UNDER THE 2001 FLORIDA BUILDING CODE. COPYRIGH1 a 2004, WC /NEEL-SCHAFFER,INC. Peter W. Jones, AiA Date Florida Registration # AR17858 Rick J. Melchiori, PE Date Florida Registration # 48947 L GENERAL NOTES I. ALL STRUCTURAL MEMBERS AND CONNECTIONS SHALL BE DESIGNED IN ACCORDANCE WITH AMERICAN IRON AND STEEL INSTITUTE (AISI) "SPECIFICATION FOR THE DESIGN DESIGN OF COLD FORMED STEEL STRUCTURAL MEMBERS", LATEST EDITION. 2. ALL FRAMING COMPONENTS SHALL BE ALUMINUM AND CUT SQUARELY FOR ATTACHMENT TO PERPENDICULAR MEMBERS OR AS REQUIRED, FOR AN ANGULAR FIT AGAINST ABUTTING MEMBERS. 3. FASTENING OF COMPONENTS SHALL BE BY ALUMINUM WIRE FEED WELDING. 4. ALL WELDING SHALL CONFORM TO THE AMERIC.AN WELDING SOCIETY CODE. 5. SPLICING OF STRUCTURAL STEEL MEMBERS IS PROHIBITED WITHOUT PRIOR APPROVAL OF THE STRUCTURAL ENGINEER AS TO LOCATION AND TYPE OF SPLICE TO BE MADE. FABRICATION NOTES .ALL MEMBERS TO WELDED WITH 1/5" FILLET WELD (MIN.) "ALL AROUND" AND SHALL BE GROUND SMOOTH AND FREE OF ANY BURS OR SPLATTERS. -GROUT SHALL BE "QUIKROCK" OR EQUAL (TYP.) .FINISH SHALL BE (PER OWNER) ALUMINUM NOTES ALUMINUM EXTRUSIONS ARE: 6063-T6 WITH A YIELD STRENGTH (31 KSD ULTIMATE STRENGTH (35 KSI) ALUMNIUM SIDE RAILS C 10"X025 (MIN) STRUCTURAL. CHANNEL (TYP) ALUMINUM STRUT RAILS C 8"xO 5 (MIN) STRUCTURAL CHA (TYP) ALUMINUM COLUMN 4"X4"X3/8" (0315" WALL) g 21 ALUMINUM COLUMN 4"X4"X3/8" 1I0315" WALLI SEE 04/81.10 / ALUMINUM STRUT RAILS C 8"XI25 (MIN) STRUCTURAL CHANNELS OL 121 11 (17P.) ` FIN. FL. — — — ALUMINUM COLUMN 4"X4"X3/8" (0315" WALL) m'-011 FIN. FL. U --=4 EXTERIOR let RISER GRADE ALUMINUM COLUMN_ 4"X4"X3/8" (.0315" WAIL) II" TREAD ALUMNIUM SIDE RAILS C 1015(025 (MIN) STRUCTURAL CHANNEL (TYP) — — — — — — (EXTERIOR) (12) TREADS o II" FRONT EXTERIOR STAIR ELEVATION ALUMINUM COLUMN 4"X4"X30' (.0315" WALL) ALtIMNUM-STRUT RAILS C 8"x025 (MIN) ST7TURAL CHANNEL (TYP) ALUMINUM COLUMN 4"X, 53/8" (D315" WALL) VIEW "All NOTE SOLID ALUMINUM DIXIE CAP 2 1/4" HANDRAIL CONNECTION: 1/4"xl" ALUMINUM FLAT STOCK — SELF TAPPING NICKEL (BLUE) SCREWS ----------- 3/16"X3/4"LONG n° OTE Q)o LUMINUM 4"x2" HOLLOW CAP v ^ and C METALS (OR EQUAL) NOTE H DRAIL CONNECTION: / C0NCITE WALL CONNECTIC W 4"xl 1/2" ALUMINUM FLAT S OCK E))E1R CLIP" 4LC Nq�CIN(BLUE) _ ELF TAPPING NBL ICKEL (BLUE) SCREWS ANGLE CONNECTOR (TYP.) / /16"X3/4" LONG ALUMINUM 1/4"A 1/2"A 1/2" ALUMINUM STRUT RAILS CLIP ANGLE C VX025 (MIN) 1/4"xl-1/2"ALUMINUM CONNECTOR (TYP.) STRUCTURAL CHAPINEL$ SQUARE TUBE m (TYPJ ALUMINUM SIDE RAILS m 0 _ C 10"xO25 (MIN.) 6 — STRUCTURAL CHANNEL X � (TYP.) ALUMINUM W -a STRUT RAILS O 8"x028 (MIND STRUCTURAL CHANNEL _--____-- (TYP) ALUMINUM COLUMN 4"X4"X3/8" (031V SCALE: 1/4" =1'-0" ALUMINUM STAIR RAILING DETAILS (TYP.) SCALE: N.T.S. 6"X6"X3/8" ALUM. ANGLE WK3) MECH. ANCHORS • 5 I/4" IMBED DEPTH (MIND EQUALLY SPACED STAIRS TO FOUNDATION DETAIL SCALE: N.T.S. I1'I SEAMONEL PLATE 1/ I"xl"xl/8"x6" ALUMINUM � — TREA = I CLIP ANGLE (T1 P.) m • 4-3/4" O.C. SCALE: I'-0' (NTS) \ 4 I ,, (4) II/16" DIA. HOLES DRILLED OR PUNCHED (NOT BURNED) FOR 5/8" DIAMETER STAINLESS STEEL 1 1/2" (Hilt( HVA System) MECHANICAL ANCHORS 0 _ WITH 5-1/4" EMBED DEPTH (MIN.) -I 3/6" BASE PLATE vv s ALUMINUM COLUMN 4"x4"x3/8" (0315" WALL) ALUMINUM COLUMN PAD 3,000 PSI ® 28 DAYS CONCRETE (CONTRACTOR SHALL VERIFY WITH THE ENGINEER OF RE PRIOR TO CONSTRUCTION) EXISTING CONCRETE ® WALKWAY ®. ALUMINUM STAIR TREAD/ FOUNDATION/ COLUMN DETAIL REFER TO SI-IEET 62.10 FOR FOUNDATION SCALE: N.T.S. FILE COPY Wca Wk NEELwSCHAFfER WCG/Neel-Schaffer, Inc. 1705 19th Place, Suite G-3 Vero Beach, Florida 32960 Phone: 772-7704707 Fax: 772-7704640 www, noel-schaffer.00m CA 9582 AA26000682 Consultants: Key Plan: Issues: No.: Date: Description: A 02.23.04 REVIEW B 03.03.04 REVIEW C 03.10.04 PER MEETING W/ WENDY BRANN D 03.29.04 PER MEETING E 04.16.04 PRICING 01 06.01.04 PERMIT 02 06.30.04 REVISION 01 03 07.29.04 CONSULTANT ISSUE — REVISIONS 04 08.09.04 REVISION 02 05 08.14.04 REVISION 03 06 08.26.04 REVISION 04 Project: Office Building DICKERSON OF FLORIDA N. 25TH STREET FT. PIERCE, FLORIDA Drawing Title: STAIR DETAILS Drawn: JDM Issue Date: 06.01.04 Checked: PWJ Approved: Scale: RJM AS NOTED Project No.: Sheet No.: S7.10 NN.01430.001 THE ATTACHED PLANS HAVE BEEN DESIGNED FOR AND ARE IN COMPLIANCE WITH THE 2001 FLORIDA BUILDING CODE USING A MAXIMUM WIND VELOCITY OF 140 MPH. ENGINEERING DESIGN IS BY WCG/NEEL—SCHAFFER, INC. AND IS SITE SPECIFIC AND NOT VALID WITHOUT THE AUTHORIZED SIGNATURE AND SEAL OF A REGISTERED PROFESSIONAL ENGINEER. THESE NOTES ARE PART OF THE CONSTRUCTION DOCUMENTS AND MUST BE READ AND ADHERED TO BY ALL APPLICABLE SUBS, DO NOT SCALE THESE DRAWINGS, USE FIGURED DIMENSIONS ONLY. IF A DISCREPANCY OCCURS, CONTACT WCG/NEEL—SCHAFFER INC. AT 772-770-4707 FOR CLARIFICATIONS. THESE DOCUMENTS TO WHICH I HAVE AFFIXED MY SIGNATURE AND SEAL WERE PREPARED BY ME AND/OR UNDER MY DIRECT SUPERVISION. THESE DOCUMENTS ARE INSTRUMENTS OF USE AND ARE PROTECTED BY THE COPYRIGHT LAW OF THE U.S. THEY MAY NOT BE REPRODUCED IN WHOLE OR PART WITHOUT MRITTEN PERMISSION OF THE ARCHITECT/FNGiNEER. 711E DERTIFICATION CONTAINED HEREVd APPLIES ONLY 1"0 THESE STRUCTURAL ELEMENTS COVIERED TINDER THE 2001 FLOW.DA 3UILDING CODE. COPYRIGHT O 2004, NCG/NEEL—SCHAFFCR,INC. 262004 Peter W. Jones, AIA Date Florida Registration # ARI7858 Rick J. Melchiori, PE Date Florida Registration # 48947 L6"xb"xl/4"x CONT. SCREED ANGLE W/3/4" O EXP. BOLTS a 48" O.C. 5" EMBED DEPTH (MINIMUM) T.O. PANEL WELD DECK TO ANGLE W/ 1" 0 PUDDLE WELD a 12" O.C. (TYP.) OL T.O. PANEL r SEE PLAN v SEE PLAN -< EMBED I/4" LSxb TO 5/Ib" 1/4" L8xb TO EMBED PLATE (TYP. I/4" STIFFENER PLATE 1/4" PLATE (TYP.) (TYP-) 18 GA. (0.414" NOMINAL THICKNESS) EPICORE COMPOSITE FLOOR DECK SYSTEM OR APPROVED L8x(Px1A&"xl0II EQUAL W/ 5 1/2" DEPTH LT. WT. CONCRETE W/ L8x6x1/Ib"xl0" LONG (LLH) l ' W.WF. 6X6 X W2.S X W2.9 LONG (LLH) W/ 5/I6" FFENER PLATE s W/ 5/I6" STIFFENER PLATE LH SERIES (VULCRAFT STEEL JOIST h J0I57 BI3i. JOIST BRG. V SEE PLAN ; . • MUM ISEEDPLANAFOR SPACING) V SEE PLAN PLATE "A" PLATE "A" PLATE "C" PLATE TILT UP PANEL TILT UP PANEL (SEE PLAN) _ L2x2xl/4" WELD TO EACH (SEE PLAN) DO NOT WELD BOTT. LEG OF JOIST BOTT, CHORD DO NOT WELD Bon CHORD TO PLATE (TYP.) BOTTOM CHORD EXTENSION CHORD TO PLATE (TYP.) (a COLUMN LOCATIONS ONLY) STABILIZER PL. 3/4"x4"x4" FLOOR JOIST TO TILT WALL VI) LH SERIES (VULCRAFT STEEL JOIST OR APPROVED EQUAL) 18" DEEP MAXIMUM (SEE PLAN FOR SPACING) EXTEND BOTTOM CHORDS OF BAR JOIST TO BOTTOM CHORD OF JOIST GIRDER FOR STABILITY AND UPLIFT FORCES AS DETERMINED BY JOIST MANUFACTURER (MIN. AT MIDSPAN OF JOIST GIRDER) L6"x6"xl/4"x CONT. SCREED 04 EPICORE COMPOSITE FLOOR DECK FIRE ANGLE W/3/4"o EXP. BOLTS RATINGS UNDER U.L. DESIGN NUMBERS D904, a 48" O.C. 5" EMBED D911 AND DS28 PER MANUFACTURER, MEETS 1 DEPTH (MINIMUM) HOUR REQUIREMENT FOR SLAB DEPTH 4" OR GREATER WELD PECK TO ANGLE W/ 14 FUDDLE WELD a 12" O.C. CTYPJ 18 GA. (0.414" NOMINAL THICKNESS) EPICORE COMPOSITE FLOOR DECK SYSTEM OR APPROVED EQUAL W/ 5 1/2" DEPTH LT. WT. CONCRETE W/ W.WF. 6X6 X 1112.9 X W2.S CONTINUOUS CAULK BEAD I/4" LSxb TO 5/Ib" -` -` THROUGH WALL SCUPPER I/4" STIFFENER PLATE (TYP ) 18 GA, (0,414" NOMINAL THICKNESS) EPICORE COMPOSITE FLOOR DECK SYSTEM OR APPROVED EQUAL W/ 5 IQ" DEPTH LT. WT. CONCRETE W/ W.WF. 6X6 X W2.9 X W2.9 LH SERIES (VULCRAFT STEEL JOIST OR APPROVED EQUAL) IS" DEEP LH SERIES (VULCRAFT STEEL JOIST MAXIMUM (SEE PLAN FOR SPACING) OR APPROVED EQUAL) 18" DEEP MAXIMUM (SEE PLAN FOR SPACING) EXTEND BOTTOM CHORDS OF BAR JOIST TO BOTTOM CHORD FOR STAB OF JOIST GIRDER AND UPLFT L24A/4" WELD TO EACH FORCES AS DETERMINED BY LEG OF JOIST BOTT. CHORD JOIST MANUFACTURER (MIN. BOTTOM CHORD EXTENSION AT MIDSPAN OF JOIST GIRDER) (a COLUMN LOCATIONS ONLY) STABILIZER PL. 3/4"x4"x4" b"H.X6"W. GRAVEL STOP AT ALL SCUPPERS MECHANICALLY FASTEN 1/211— EXT. GRADE PLYWOOD OVER 2X INTO CONCRETE - MIN. 2 1/2" EMBEDMENT COLLECTION SYSTEM HEAD - 8" W X 8"D X 10" H- MECHANICALLY FASTEN TO CONCRETE LAP GALV. METAL LATH 4" AROUND SCUPPER PERIM. b" SQUARE DOWNSPOUT TILT WALL PANEL LH SERIES (VULCRAFT STEEL JOIST OR APPROVED EQUAL) 24" DEEP MAXIMUM (SEE PLAN FOR SPACING) n ROOF CONNECTION TILT WALL PANEL/PARAPET 03 SCALE: 3/4" Im GIRDER JOIST/2nd FLOOR CONNECTION 07 SCUPPER DETAIL SCALE: 3/4" = 1'-011 OL SCALE: 3/4" = I'-m" S = II 13/16" DIA. x 1-1/8" SLOTTED 13/I6" DIA. x I-I/8" SLOTTED THROUGH HOLES (2) PER END PLATE DRILL (TYP) PUNCH 2) D. ROUGH HOLES DRILL OR THROUGH HOLES (2) PER END PLATE NOT 13/I6" IATHPUNCH DO NOT GRANULATED CAP MEMBRANE OVER MODIFIED BURN (TYP.) FOR (2) 3/4"DIAMETER (2) PER (ENE) PLATE CONNECTION) BURN (TYP.) FOR (2) 3/4"DIAMETER BITUMINOUS MEMBRANE ROOFING ASTM A315 HIS BOLTS DRILL OR PUNCH DO NOT ASTM A325 HS BOLTS SYSTEM OVER 18 GA. EPICORE OR COMPLETE WITH WASHER AND NUT PER BURN (TYP-) COMPLETE WITH WASHER AND NUT PER APPROVED EQUAL METAL ROOF DECK END PLATE CONNECTION (TYP.) WI8x35 STEEL END PLATE CONNECTION (TYP) FORM AND POUR (TYP. W-BEAM FORM AND POUR CONCRETE TILT WALL 1/4" (TYP) CONCRETE TILT WALL WI8x35 STEEL 8-1/4"WIDEA6"LONG EMBED PLATE W-BEAM 3/8" THICK EMBED PLATE WI8x35 STEEL 8-I/4"WIDExl6"LONG GIRDER ENE) PLATE: W-BEAM GIRDER END PLATE: ° (TYP.) WELDED WITH END PLATE "A.. STEEL CAP (TYP•) WELDED WITH END PLATE "A" AND END PLATE "Bill. 3/8" PLATE (TYP) ° ° CONTINUOUS FILLET WELD STEEL TUBE COLUMN AND END ° CONTINUOUS PLATE B 11.3/811 ALL AROUND (TYP. \ 1/2 THICK ETWELD STEEL END ALL AROUND (TYP. \ LH SERIES (VULCRAFT STEEL JOIST OR APPROVED EQUAL) IS" DEEP MAXIMUM (SEE PLAN FOR SPACING) WI8x35 STEEL W-BEAM (TYP.) LH SERIES (VULCRAFT STEEL JOIST OR APPROVED EQUAL) 24" DEEP FORM AND POUR MAXIMUM (SEE PLAN FOR SPACING) CONCRETE TILT WALL EMBED PLATE 3/8" (TYP.) 3/8" 0 0 r0 FORM AND POUR 04 GIRDER JOIST/ROOF CONNECTION CONCRETE TILT WALL EMBED PLATE WI2xl4 STEEL SCALE: 3/4" = 1'-0 "'' CONT. GALV. MTL. ° CAP FLASHING OVER ° Ix8 P.T. CONT. NAILER SEALANT, TYP. MECHANICALLLY FASTENED GALV. REGLET FLASHING GALV. COUNTEWLASHING T.O. PANEL _ — SCREWED TO REGLE7 13/16" DIA. x 1-1/6" SLOTTED SEE PLAN COMPRESSION DISCS t NAILS THROUGH HOLES (2) PER END PLATE DRILL OR PUNCH DO NOT SEALED W/ MASTIC t MEMBRANE BURN (TYP.) FOR (2) 3/41IDIAMETER — ASTM A325 HS BOLTS BASE FLASHING 4 FIELD PLIES COMPLETE WITH WASHER AND NUT PER OVER FIBER CANT STRIP END PLATE CONNECTION (TYP.) JOIST 5%. GRANULATED CAP MEMBRANE OVER MODIFIED VARIES BITUMINOUS MEMBRANE ROOFING SYSTEM OVER 18 GA. EPICORE OR p0 AND POUR APPROVED EQUAL METAL ROOF DECK CONCRETE TILT WALL EMBED PLATE LH SERIES (VULCRAFT STEEL JOIST OR APPROVED EQUAL)18" DEEP JL MAXIMUM (SEE PLAN FOR SPACING) ROOF CONNECTION SCALE: 3/4" = 1'-011 WI' NOTE ITYPJ TOP OF STEEL COLUMN(ROOF) TO HAVE SLOTS CUT (N T BURNED) WI2xl4 STEEL TO RECEIVE GIRDER END PLATE W_P"„ WITH END PLATES "A" AND "B" l PLATE (TYP.) 0 END 13/I6" DIA. x 1-1/8" SLOTTED PLATE "A" THROUGH HOLES (2) PER END PLATE DRILL OR PUNCH DO NOT BURN (TYP) FOR (2) 3/4"DIAMETER ASTM A325 HS BOLTS COMPLETE WITH WASHER AND NUT PER END PLATE CONNECTION (TYP) W1860 STEEL W-BEAM (TYP_) 3/8" (TYP) ° 4"x4"x0500" WALL STEEL TUBE COLUMN STEEL TUBE COLUMN ° CK END (TYP.) 13/I6" DIA. x 1-1/8" SLOTTED THROUGH HOLES (2) PER END PLATE DRILL OR PUNCH DO NOT BURN (TYP.) FOR (2) 3/4"DIAMETER ASTM A325 HS BOLTS COMPLETE WITH WASHER AND NUT PER END PLATE CONNECTION(TYP-) WI2xl4 STEEL /\ W-BEAM ---- (TYP) 11 (oil 13/I6" DIA. THROUGH HOLES (2) PER (END PLATE CONNECTION) ROOF 6 DRILL OR PUNCH DO NOT 1/2' BURN (TYP.) 3/4" ° _I/ it ° 3" 3" END PLATE "B" STEEL TUBE COLUMN STEEL TUBE COLUMN ^^ ^ ^ 13/I6" DIA. THROUGH HOLES (2) PER LEND PLATE CONNECTION) (2) PER (END PLATE CONNECTION) NOTE DRILL OR PUNCH p0 NOT DRILL OR PUNCH DO NOT NOTE BURN (TYP.) 13/I6" DIA. THROUGH HOLES BURN (TYP.) (4) PER (BASE PLATE CONNECTION) ALL LEVELING FOR THE STEEL SUPPORT COLUMN DRILL OR PUNCH DO NOT SHALL BE WITH SOLID STEEL SHIM PLATES BURN (TYP.) CAS REQUIRED) 06 SUPPORT BEAM STEEL COLUMN/ F.F. TO ROOF SCALE: 3/4" NOTE . TOP OF STEEL COLUMN (ROOF) TO HAVE SLOTS CUT (NOT BURNED) TO RECEIVE GIRDER END PLATE WITH END PLATES "A" AND "B" WI8x35 STEEL W-BEAM (TYP) F0R1 AND POUR CONCRETE TILT WALL EMBED PLATE F.) ROOF 3/4" 2-I PLATE "B" 0 0 \� 3"x 6" STEEL TUEI TUBE COLUMN = (TYP.) 18"WIDEAVLONG W21x50 STEEL GIRDER END PLATE: W-BEAM WELDED WITH END PLATE "Cl „ 6 (TYP) AND END PLATE "D". 3/16" CONTINUOUS FILLET WELD ALL AROUND (TYP.) STEEL TUBE COLUMN ° 2nd FLOOR 0 6" 0 I/2' ° WI2xl4 STEEL W-BEAM 2- (TYP.) JJ ;1 STEEL TUBE COLUMN END PLATE STUCCO CASING BEAD CONTINUOUS CAULK BEAD ST. STL. TERMINATION BAR (FRY REGLET) FASTEN THROUGH MEMBRANE FLASHING CANT STRIP BEYOND - SEE DETAIL 02- 51.11 EXTEND MULTIPLE -PLY BASE FLASHING SHEET b" OUT AND UP PRIMED MASONRY WALL 6". MECHANICALLY FASTEN BASE SHEET TO ROOF GRANULATED CAP MEMBRANE OVER MODIFIED BITUMINOUS MEMBRANE ROOFING SYSTEM OVER 18 GA. EPICORE OR APPROVED EQUAL METAL ROOF DECK LH SERIES JOIST -18" DEEP MAX. (SEE PLAN FOR SPACING) SCALE: 3/4" = 1'-011 13/Ib" DIA. THROUGH HOLES (2) PER (END PLATE CONNECTION) DRILL OR PUNCH DO NOT BURN (TYP. WI8x35 STEEL --<(TYPJ W-BEAM (TYP.) 3/8" THICK STEEL CAP PLATE (TYP.) STEEL TUBE COLUMN 1/2" THICK b STEEL END PLATE (TYP.) 0 13/I6" DIA. THROUGH HOLES (2) PER (END PLATE CONNECTION) DRILL OR PUNCH Do NOT BURN (TYP.) END 13/I6" DIA, x 1-1/8" SLOTTED PLATE "A" THROUGH HOLES (2) PER END PLATE DRILL OR PUNCH DO NOT BURN (TYP.) FOR (2) 3/4"DIAMETER ASTM A325 HIS BOLTS COMPLETE WITH WASHER AND NUT PER ENE) PLATE CONNECTION (TYP.) WI8x50 STEEL (TYP iEEL TUBE COLUMN WI2xl4 STEEL W-BEAM (TYR) 3/8 THICK �- STEEL CAP PLATE (TYP) STEEL TUBE COLUMN 0 1/2" 1/2" THICK STEEL ENE) ° PLATE (TYP.) END 13/I6" DIA, x 1-1/8" SLOTTED PLATE "C" THROUGH HOLES (2) PER END PLATE DRILL OR PUNCH DO NOT BURN (TYP) FOR (2) 3/4"DIAMETER ASTM A325 HS BOLTS COMPLETE WITH WASHER AND NUT PER 3 END PLATE CONNECTION(TYP-) 3„ Z__W-BEAM 11 3" 50STE3" rtYPa 3" \�\ (TYP.) (2) 3"x3"x5/I6" STEEL / 3/1611 ° STEEL BB Qh1N TUBE COLUMNS (TYP-) (TYP.) ° 3/16" ° 0 13/16" DIA. THROUGH HOLES (2) PER (ENp PLATE CONNECTION) o DRILL OR PUNCH p0 NOT 13/I6" DIA. THROUGH HOLES NOTE BURN (TYP)(S) PER (END PLATE DRILL OR PUNCH DO NNOOITNNECTION) 13/I6 DIA, THROUGH HOLES (6) PER (BASE PLATE CONNECTION) BURN (TYP.) ALL LEVELING FOR THE STEEL SUPPORT COLUMN DRILL OR PUNCH PO NOT SHALL BE WITH SOLID STEEL SHIM PLATES BURN (TYP) Copy (AS REQUIRED) FILE Q8 SUPPORT BEAM a STEEL COLUMN/ F.F. TO ROOF SCALE: 3/4" = 1'-m" WCG NEELwSCHAFFER WCG/Neel-Schaffer, Inc. 1705 19th Place, Suite G-3 Vero Beach, Florida 32960 Phone:772-770-4707 Fax:772-770-4640 www.neel-schaffer.com CA 9582 AA26000682 Consultants: Key Plan: Issues: No.: Date: Description: A 02.23.04 REVIEW B 03.03.04 REVIEW C 03.10.04 PER MEETING W/ WENDY BRANN D 03.29.04 PER MEETING E 04.16.04 PRICING 01 06.01.04 PERMIT 02 06.30.04 REVISION 01 03 07.29.04 CONSULTANT ISSUE — REVISIONS 04 08.09.04 REVISION 02 05 08.14.04 REVISION 03 06 08.26.04 REVISION 04 Project: Office Building DICKERSON OF FLORIDA N. 25TH STREET FT. PIERCE, FLORIDA Drawing Title: Details Drawn: Issue Date: PWJ 06.01.04 Checked: PWJ Approved: Scale: RJM AS NOTED Project No.: Sheet No.: INN.01430.001 S7.11 HE ATrACHED PLANS HAVE BEEN DESIGNED FOR AND ARE IN COMPLIANCE WITH THE 2001 FLORIDA BUILDING CODE USING A IAXIMUM WIND VELOCITY OF 140 MPH. ENGINEERING DESIGN IS Y WCG/NEEL-SCHAFFER, INC. AND IS SITE SPECIFIC AND NOT AUD WITHOUT THE AUTHORIZED SIGNATURE AND SEAL OF A EGISTERED PROFESSIONAL ENGINEER. THESE NOTES ARE PART F THE CONSTRUCTION DOCUMENTS AND MUST BE READ AND DHERED TO BY ALL APPLICABLE SUBS. DO NOT SCALE THESE RAWINGS. USE FIGURED DIMENSIONS ONLY. IF A DISCREPANCY CCURS, CONTACT WCG/NEEL-SCHAFFER INC. AT 72-770-4707 FOR CLARIFICATIONS. HESE DOCUMENTS TO WHICH I HAVE AFFIXED MY SIGNATURE NO SEAL WERE PREPARED BY ME AND/OR UNDER MY DIRECT UPERVISION. THESE DOCUMENTS ARE INSTRUMENTS OF USE NO ARE PROTECTED BY THE COPYRIGHT LAW OF THE U.S. HEY MAY NOT BE REPRODUCED IN WHOLE OR PART WITHOUT RrTTEN PERMISSION OF THE ARCHITECT/EYCINEER. THE ERTIFICATION CONTAINED HEREIN APPLIES ONLY TO THOSE IRUCTURAL ELEMENTS COVERED UNDER THE 2U01 FLORIDA UILDING CODE. COP; QIDHT 0 2004. CG/NEEL-SCH.4FFER.:Nr„ ------->'�ly�li z 6 LU(J4 Peter W. Jones, AIA Date Florida Reg'istraticn1 AR17858 h J_ Rick J. Melchiori, PE Date Florida Registration # 48947 I PLANTLIST SYM QTY TREES LL 4 QV 9 PALM TREES PR 2 SA 46 W F1 2 SHRUBS ALV 87 CHR 189 COS 74 I4AC 158 MUR 105 PER 79 RAI 163 BOTANICAL NAME Ligustrum lucidunt Quercus virginiana Phoenix roebclenii Saba] Palmetto Washingtonia robusta Alpinia zcrumbet'Variegata' Chrysobalanus icaco'Red Tip' Conoearpus erectus scriceus Hamelia patens' compacts Murraya paniculata Pcrmisetum setaeeum'Rubmm' Rhaphiolepis indica GROUNDCOVER MUH 246 Muhlenhergia TRF 66 Tripsacum floridana COMMON NAME: Tree Ligustrum Live Oak Pygmy Date Palm Cabbage Palm Washingtonia Palm Variegated Shell Ginger Red Tipped Co coplum Silver Buttonwood Dwarf Firebush Chateus Red Fountain Grass Dwarf Indian Hawthorn Muhley Grass Florida Garna Grass SPECIFICATIONS t FG, I T OA, STD, F, SP FG, I T HTW SPR, 3"C, F, SP,HO w/feeder roots exposed FG, 5' HT, TP, Full Heads, SP FG, BTD,10-12' CT. STR FG, 14' CT HT, HV Cal., matched BTD FIT, SP 36, 24"OA, ML PP, F, 30.00 3G, 24" IITx 18" SPR, F. 30"OC 3G, 30" HTx24" SPR, FTB, 36" O.C. 3G, 18" OA, F, 24" OC 3 Gal., 24" [it., FFIB 3G, 24" OA, F, 36" OC 3G, 12" HTx 15" SPR, F, 24" OC I G,18" 1 ]Tx 12" SPR, Full pot, 24" OC 3G, 18" OA, F, 24" OC Existing Trees - to be Preserved I 1 1 I I I � I I II ] I I I 1 I' I ] I I' 1 I I ] I . Existing Trees' to be Preserved' I 1 I f' to be Preserved M14 Suk} s Pyy CC) I'NN nt"EPIAN,ti Team tt'���� Itt�� GV_ AND rNIi ERPINAAFI01 Thomas Lucido & Associates, P.A. Dickerson Florida, Inc. [JIawn by. J PROPER IY�IF'M MASIF Sheet L[R'AN dASSYx.7ALF. ti. ' eve POD Land PlannkwlLandscape Architecture St. Lucie County ff— Of R FPROOUCWNti, CARD NO. B74a-LA nih-REO INWINNY � o � � v v� Ltic. #LC-0000335 nuRROFINwFRR.Fne Landscape Plan IN P4R r IS F.URF_"LY �� ��� Na �� � � � PRnNIxIFFl>wnrrol,l. � / 100 Avenue A, Suite 2A, FG Pierce, Fl. 94850 772-4R7-1301, Fez 772—lB7-1903 WRI MN 4 YINJF.NI I v n PLANTLIST SYM QTY BOTANICAL NAME TREES L.L 4 Ligustrum lucidum QV 9 Quercus virginiana PALM TREES PR 2 Phoenix roebelenn SA 46 Sabal Palmetto WP 2 Washingtoniarobusta SHRUBS ALV 87 Alpinia zerumbet'Variegata' CHR 189 Chrysobalanusicaco'RedTip' COS 74 COnocarpus erectus SeriecuS IIAC 158 Hamelia patens' compacta' MLJR 105 Murraya paniculata PER 79 Pennisetumsetaceum'Rubrum' RAI 163 Rhaphiolepis indica GROUNDCOVER MUH 246 Muhlentx:rgie T'RF 66 Tripsacum flondana THIN BRANCHES BY 1/4 OF TOTAL MASS. RETAIN THE NATURAL SHAPE OF THE PUNT. ALL PRUNING SHALL BE COMPLETED PRIOR TO INSTALLATION UNDER THE DIRECTION OF THE ENGINEER. PAINT ALL CUT, 1" OR > IN SIZE, WITH APPROVED TREE PAINT. REMOVE BURLAP FROM THE TOP 1/3 OF — THE ROOTBALL (ENGINEER DISCRETION). MINIMUM 3' MULCH - SEE PLANTING NOTES). ) TOP OF BURLAP BALL SHALL BE AT LEAST - 1' ABOVE THE FINISHED GRADE. DIAMETER OF THE HOLE SHALL BE TWICE THE BALL DIAMETER. FOR ROOTBALLS 2' AND GREATER HOLE SHALL BE 2' URGER THAN THE BALL DIAMETER. ROOTBALLS GREATER THAT 2' IN DIAMETER SHALL SIT ON MOUND OF UNDISTURBED SOIL TO PREVENT SETTLING. BALLS - SMALLER THAN 2' IN DIAMETER MAY SIT ON COMPACTED EARTH. COMMON NAME Tree Ligustmm Live Oak Pygmy Date Palm Cahbagc Palm Washingtonia Palm Variegated Shell Ginger Reif Tipped Cocoplum Silver Buttoitt)d Dwarf Firchu. Chalcus Red Fountain Grass Dwarf Indian Hawthorn Muhley Grass Florida Gama Grass REMOVE LOWER BRANCHES AS DIRECTED BY THE ENGINEER. NO NAILS SHALL BE DRIVEN INTO TREE. TREE TRUNK SHALL BE FREE OF ANY SCARS. TREE CALIPER SHALL BE MEASURED AT 3 1/2 FEET ABOVE GRADE. USE 3-3" ELASTIC GUYS, EVENLY SPACED AROUND TREE BUILD 4-6" CONTINUOUS SAUCER AROUND THE TREE PIT TO HOLD THE WATER. 2" x 4" x 24" STAKE �,- FINISHED GRADE SEE SPECIFICATIONS FOR BACKFILL - _ MIXTURE. FILL MATERIAL SHALL CONSIST OF AT LEAST 1(3 NATIVE SOIL FROM HOLE ` II DUG FO PLANT. III _ III I I_! ADD AGRIFORM TABLETS AS SPECIFIED. TREE PLANTING (2"-6" CALIPER) N.T.S. TOP OF BURLAP BALL SHALL BE AT LEAST 1- ABOVE THE FINISHED GRADE. RETAIN THE NATURAL SHAPE OF THE PLANT. NO PRUNING SHALL BE DONE PRIOR TO INSTALLATION, 1e APPROVAL AND DIRECTION BY THE ENGINEER. USE 3-3" ELASTIC GUYS, EVENLY SPACED AROUND TREE 3" MULCH LAYER. SEE PLANTING NOTES. BUILD 4-6' CONTINUOUS SAUCER AROUND THE TREE PIT TO HOLD THE WATER. 2" x 4" x 24" STAKE (PRESSURE TREATED - GREEN PAINT IS OPTIONAL) ROOTBALLS GREATER THAN 2' IN DIAMETER SHALL SIT ON MOUND OF UNDISTURBED SOIL TO PREVENT SETTLING. ROOTBALLS SMALLER THAN 2' IN DIAMETER MAY SIT ON COMPACTED EARTH. DIAMETER OF HOLE FOR BALL. TO 2' SHALL BE TWICE THE DIAMETER OF THE ROOTBALL DIAMETER OF THE HOLE FOR ROOTBALLS 2' & GREATER SHALL BE 2' LARGER THAN THE DIAMETER OF THE BALL. FILL MATERIAL SHALL CONSIST OF AT LEAST 1/3 NATIVE SOIL FROM THE HOLE DUG FOR THE PLANT. SEE SPECIFICATIONS FOR BACKFILL MIXTURE. SPECIFICATIONS FG, IT OA, STD, F, SP FG, 12' HTx6' SPR, 3"C, F, SP,HO w/feeder roots exposed, FG, 5' I IT, IT, Full Heads, SP FG, BTD,10-1 T CT. STR FG, 14' CT Mf, FIV Cal., matched 13TD HT, SP 36, 24'"OA, ML PP, F. 30"OC 3G, 24" HTx 18" SPR, F, 30"(X 36, 30" HTx24" SPR, FTB, 36" D.C. 3G, 18" OA, F, 24" OC 3 Gal., 24'" fit., FTB 3G, 24"' OA, F, 36" OC 3G, 12" FIT), 15" SPR, F, 24" OC I G,18" 1lTx 12" SPR, Full pot, 24" 0(' 3G, 18" OA, F, 24" CX' GENERAL NOTES: PLANTING NOTES: PLANTING SOIL AND BACKFILL _ I. THE CONTRACTOR SHALL PERSONALLY ACQUAINT HIM/HER SELF WITH THE EXISTING SITE CONDITIONS AND THE EXTENT WATERING SCHEDULE FERTILIZER PLANTING SOIL SHALL BE RECYCLED TOPSOIL AND SCOPE OF WORK REQUIRED. - __— RECYCLED TOPSOIL SHALL CONSIST OF A STABILIZED MIXTURE OF FERTILIZERS SHALL BE SLOW RELEASE, UNIFROM IN COMPOSITION, GROUND YARD TRIMMINGS AND POSSIBLY BIOSOLIDS PROCESSED 2. THE PLANT LIST INDICATES THE NAMES, SIZES AND SPACING OF SPECIFIC PLANT MATERIALS. QUANTITIES HAVE BEEN APPLICATION SCHEDULE DRY AND FREE FLOWING. THE FERTILIZER SHALL BE DELIVERED ACCORDING TO STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL PROVIDED TO THE CONTRACTOR AS A CONVENIENCE, THE CONTRACTOR IS RESPONSIBLE FOR HIS/HER OWN QUANTITY TO THE SITE IN THE ORIGINAL UNOPENED BAGS, EACH BEARING PROTECTION GUIDELINES FOR THE PROCESSING AND DISTRIBUTION OF COUNT. IN CASE OF DISCREPANCIES BETWEEN THE DRAWINGS AND PLANT LIST, THE QUANTITIES ON THE DRAWINGS PALM TREES 20 GAL/APPLICATION PLANT SEWAGE SLUDGE COMPOST. RECYCLED TOPSOIL SHALL ONLY BE SHALL PREVAIL. URGE TREES 30 GAL/APPLICATION/PLANT THE MANUFACTURERS STATEMENT OF ANALYSIS,AND SHALL MEET OBTAINED FROM A STATE PERMITTED RECYCLING FACILITY WHICH IS SMALL TREES 20 GAL/APPLICATION/PLANT THE FOLLOWING REQUIREMENTS: SIX (6) PERCENT ALSO D.O.T. CERTIFIED AND STORES PRODUCT ON A PAD WITH A 3. NO SUBSTITUTES ON VARIETIES LISTED WILL BE ALLOWED WITHOUT WRITTEN APPROVAL FROM LANDSCAPE ARCHITECT. LARGE SHRUBS 10 GAL APPLICATION PUNT NITROGEN,SIX (6) PERCENT PHOSPHOROUS,AND SIX (6) CURRENT NEMATODE CERTIFICATION FROM FLORIDA DEPARTMENT OF SMALL SHRUBS PERCENT POTASSIUM. FERTILIZER SHALL BE APPLIED TO AGRICULTURE. RECYCLED TOPSOIL SHALL HAVE THE FOLLOWING 4. PLANTS SHALL BE WATERED AS NECESSARY OR WITHIN 24 HOURS AFTER NOTIFICATION BY THE LANDSCAPE ARCHITECT. 5 GAL/APPLICATION PLANT ALL SHRUBS (1/3 LB PER 3 GAL POT, 1/4 LB PER 1 GAL (/ / CHARACTERISTICS: GROUNDCOVER 5 GAL/APPLICATION/PLANT _. - WEED FREE 5. THE LOCATIONS OF PLANTS, AS SHOWN IN THESE PLANS, ARE APPROXIMATE. THE FINAL LOCATIONS MAY BE ADJUSTED POT) AND GROUNDCOVER. THE SOD STARTER - MOISTURE CONTENT 50% BY WEIGHT MAXIMUM MODATA UNFORESEENFIELDMAJOR ADJUSTMENTS TO THE LAYOUT ARE TO BE APPROVED BY _ FERTILIZER MIXTURE SHALL BE A 5-10-10 ANALYSIS. A - WATER HOLDING CAPACITY 200% BY WEIGIIF MINIMUM TTO HEACC RECORD.CONDITIONS. APPLICATION AMOUNT 14-14-14 FERTILIZER ANALYSIS IS REQUIRED ON ALL TREES - CARBON TO NITROGEN RATIO LESS THAN 25 TO 1 MONTH 1 12 APPLICATIONS AND SHRUBS OVER 5' IN HEIGHT (1/2 LB PER 5' OF - ORGANIC MATTER CONTENT 40% BY DRY WEIGHT MINIMUM 6. ALL PLASTIC FABRIC SHALL BE REMOVED FROM PLANT MATERIAL AT TIME OF INSTALLATION. SPREAD). AGRIFORM TABLETS WITH TWENTY (20) PERCENT - SOLUBLE SALTS LESS THAN 3 MMHOS/CM 7, ALL TREES MUST BE STAKED AS SHOWN ON THE LANDSCAPE DETAIL SHEET WITHIN 24 HRS MONTH 2 12 APPLICATIONS MONTH 3 8 APPLICATIONS NITROGEN, TEN (10) PERCENT PHOSPHOROUS,FIVE (5) - MINIMUM NUTRIENT 7LEVELS AS FOLLOWS: OF PLANTING. STAKES TO REMAIN FOR A MINIMUM OF 12 MONTH BUT NO LONGER THAN 18 MONTH. CONTRACTOR RESPONSIBLE FOR MONTH 4 8 APPLICATIONS PERCENT POTASSIUM IN 21 GRAM SIZES SHALL BE APPLIED MACRO NUTRIENTS: NITROGEN (N) - 1% MINIMUM, WATER INSOLUBLE MAINTENANCE AND REMOVAL OF THE STAKES. MONTH 5 5 APPLICATIONS ALONG WITH THE FERTILIZER PROCESS (I WITH I GAL NITROGEN 90% MINIMUM, PHOSPHORUS (P) - 0.5% MINIMUM, 8. ALL TREES MUST BE PRUNED AS PER LANDSCAPE ARCHITECT DIRECTION. PLANTS. 2 WITH 3 GAL PLANTS AND 2 TABLETS PER 1" POTASSIUM (K) - 0.2% MINIMUM AND OTHER MACRO AND MICRO OF TREE TRUNK CALIPER). MAGNESIUM SULFATE SHALL BE NUTRIENTS. THE RECYCLED TOPSOIL SHALL CONTAIN LEVELS OF THOSE 9. ALL SOD EDGES SHALL BE TRIMMED AS PER THE LANDSCAPE ARCHITECTS DIRECTION. TOTAL' 45 APPLICATIONS APPLIED TO ALL PALMS AT INSTALLATION AT A RATE OF MICRO NUTRIENTS NECESSARY FOR PLANT GROWTH. THESE INCLUDE 1/2 LB PER INCH OF TRUNK CALIPER. MANGANESE SHALL CALCIUM, MAGNESIUM, SULFUR, BORON, COPPER, IRON, MANGANESE 10. ALL SHRUBS, TREES, GROUNDCOVERS, SOD AND WILDFLOWER AREAS SHALL HAVE IMPROVED SOIL AS PER PLANTING ABBREVIATIONS: C.T.- CLEAR TRUNK AND MOLYBDENUM. RECYCLED TOPSOIL NOT MEETING THESE SOIL NOTES. Ht.- HEIGHT BE APPLIED AT THE SAME RATE. REQUIREMENTS WILL NOT BE ACCEPTED. O.C.- ON CENTER MULCH BACKFILL- II• DO NOT ALLOW AIR POCKETS TO FROM WHEN BACKFILLING. Spr.- SPREAD MULCH MATERIAL SHALL BE COLORED 'A' GRADE CERTIFIED RE- ALL NEW AND TRANSPLANTED PUNT MATERIAL (INCLUDING NEW SOD) 12. SOAK PLANTS IMMEDIATELY WITH WATER FOLLOWING PLANTING. CYCLED MULCH AND MOISTENED AT THE TIME OF APPLICATION TO SHALL BE PLANTED ONLY AFTER PREPARATION OF EXISTING SOIL PREVENT WIND DISPLACEMENT. MULCH SHALL BE APPLIED TO A AS FOLLOWS: 13. MAINTAIN THE ORIGINAL GRADE OF THE TREE BASE. MINIMUM OF 3" DE IN PLANTINGSHALL NOT SPREAD A LAYER OF 3" DEPTH OF RECYCLED TOPSOIL (AS DEFINED ABOVE) 6TH OF BE PALM TRUNKS. OVER THE ENTIRE PUNTING AREA. THE TOPSOIL SHALL THEN BE 14. PAINT ALL CUTS & SCRAPES OVER 1/4' IN DIAMETER WITH AN APPROVED TREE PAINT. ALL COST FOR LABOR AND MATERIAL IS TO BE INCLUDED INTO THE PRICE OF THE TREE. SOD UNIFORMLY DISKED, TILLED OR AERIFIED INTO THE EXISTING SOIL -'--- TO A DEPTH OF 12" UNDERNEATH SHRUBS AND GROUNDCOVERS, 15. DO NOT BREAK ROOTBALL. THE SOD SHALL BE CERTIFIED TO MEET FLORIDA STATE 6' UNDERNEATH SOD AND TO A DEPTH OF 36' FOR THE TREE PLANT BOARD SPECIFICATIONS,ABSOLUTELY TRUE TO PITS, WITH THE FOLLOWING EXCEPTION: NO ROTOTILLING OR 16. ALL PLANT SHALL BE HARDY UNDER CLIMATIC CONDITIONS SIMILAR TO THOSE ON LOCALITY OF THE PROJECT. VARIETAL TYPE,AND FREE FROM WEEDS,FUNGUS,INSECTS DISKING SHALL OCCUR CLOSER TO THE TRUNK% OF ESTABLISHED 17. THE LANDSCAPE CONTRACTOR SHALL WATER, MULCH, WEED, PRUNE„ AND OTHERWISE MAINTAIN ALL PLANTS, INCLUDING . AND DISEASE OF ANY KIND. PLANTS THAN ONE HALF (1/2) THE DISTANCE OF THE CANOPY FURTHER SOD, UNTIL COMPLETION OF THE CONTRACT OR ACCEPTANCE BY THE LANDSCAPE ARCHITECT. SETTLED PUNTS SHALL SUBSTITUTIONS OUT FROM THE DRIP LINE OF THE EXISTING PLANT CANOPY. ALL BE RESET TO PROPER GRADE, PLANTING SAUCERS RESTORED, AND DEFECTIVE WORK CORRECTED. --- —'" PLANTS, INCLUDING HEDGES AND GROUND COVt.R SHALL BE PLANTED 18. THE LANDSCAPE CONTRACTOR SHALL AT ALL TIMES KEEP THE PREMISES FREE FROM ACCUMULATION OF WASTE NO SUBSTITUTION OF PLANT MATERIAL TYPES OR SIZES WILL BE IN INDIVIDUALLY DUG HOLES AND THE MATERIAL. DUG FROM THE HOLES MATERIALS OR DEBRIS CAUSED BY THE CREWS DURING THE PERFORMANCE OF THE ALLOWED WITHOUT WRITTEN AUTHORIZATION FROM THE SHALL THEN BE FURTHER MIXED WITH THE PRI, PARED SITE SOIL PRIOR WORK. UPON COMPLETION OF THE WORK, THE CONTRACTOR SHALL PROMPTLY REMOVE ALL WASTE MATERIALS, DEBRIS, UNUSED PUNT MATERIAL, EMPTY LANDSCAPE ARCHITECT OF RECORD. CONTAINER GROWN TO BACKFILLING OF THE PUNTING HOLES AROUND THE ROOT BALLS. PLANT CONTAINERS AND ALL EQUIPMENT FROM THE PROJECT SITE. MATERIAL WILL NOT BE ACCEPTED AS A SUBSTITUTE FOR NO ADDITIONAL BACKFILL SOIL SHALL BE USED. h 8 MATERIAL UNLESS PREVIOUSLY APPROVED. 19. UPON COMPLETION OF THE WORK, THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT AND I INTENDED SUBSTITUTIONS SHALL BE SPELLED OUT IN BID. AN EXCEPTION ARE PLANTING PITS FOR CABBAGE PALMS, WHICH SHALL REQUEST A FINAL INSPECTION. ANY ITEMS THAT ARE JUDGED INCOMPLETE OR UNACCEPTABLE BY THE LANDSCAPE BE BACKFILLED WITH CLEAN NATIVE SAND ONLY. ARCHITECT OR REPRESENTATIVE SHALL BE PROMPTLY CORRECTED BY THE LANDSCAPE CONTRACTOR. MEASUREMENTS REMOVE EXCESS MATERIAL TO PROVIDE PROPER FINISHED GRADE. 20. THE LANDSCAPE CONTRACTOR SHALL GUARANTEE ALL PLANT MATERIAL FOR A PERIOD OF ONE (1) YEAR FROM THE SHADE TREES: HEIGHT SHALL BE MEASURED FROM GROUND DATE OF FINAL ACCEPTANCE IN WRITING FROM THE LANDSCAPE ARCHITECT. AT THE TIME OF FINAL ACCEPTANCE THE TO THE AVERAGE BRANCH HEIGHT OF CANOPY. SPREAD ALL PUNTING PITS AND PLANTING AREAS SHALL BE AMENDED WITH ONE (1) YEAR PERIOD SHALL COMMENCE. ANY MATERIALS WHICH HAVE DIED DURING THIS PERIOD SHALL BE PROMPTLY AGRODIAMONDS ®PER MANUFACTURERS SPECIFICATIONS. REPLACED WITH SPECIMENS THAT MEET THE MINIMUM REQUIREMENTS CALLED FOR IN THE DRAWINGS. THE LANDSCAPE SHALL BE MEASURED TO THE END OF BRANCHING EQUALLY CONTRACTOR SHALL NOT BE HELD RESPONSIBLE FOR THE DEATH OR DAMAGE RESULTING FROM LIGHTNING, VANDALISM, AROUND THE CROWN FROM THE CENTER OF THE TRUNK. AUTOMOBILES OR FROM NEGLIGENCE BY THE OWNER. CONTRACTOR SHALL BE RESPONSIBLE FOR WATERING AND MEASUREMENTS ARE NOT TO INCLUDE ANY TERMINAL PLANT MATERIALS OTHERWISE MAINTAINING PLANTS DURING THE GUARANTEE PERIOD UNLESS A WRITTEN AGREEMENT WITH THE LANDSCAPE GROWTH. SINGLE TRUNK TREES SHALL BE FREE OF "V' TREES, PALMS, SHRUBS,GROUND COVERS: ARCHITECT PROVIDES FOR A DIFFERENT ARRANGEMENT. CROTCHES THAT COULD BE POINTS OF WEAK LIMB 21. ALL LABOR AND MATERIAL FOR SOIL AMENDMENTS AND FERTILIZER THAT IS REQUIRED TO INSURE THE SUCCESSFUL STRUCTURE OR DISEASE INFESTATION. PLANT SPECIES AND SIZES SHALL CONFORM TO THOSE INDICATED IN ESTABLISHMENT AND SURVIVAL OF THE PROPOSED VEGETATION AS WELL AS ALL COST FOR THE REMOVAL OF THE DRAWINGS. NOMENCLATURE SHALL CONFORM TO STANDARDIZED UNSUITABLE OR EXCESS BACKFILL MATERIAL SHALL BE INCLUDED IN THE CONTRACTORS BID TO PERFORM THE WORK SHRUBS: HEIGHT SHALL BE MEASURED FROM THE GROUND PLANT NAMES, 1942 EDITION. ALL NURSERY STOCK SHALL BE IN PRESENTED IN THIS PLAN SET. TO THE AVERAGE POINT WHERE MATURE PLANT GROWTH ACCORDANCE WITH GRADES AND STANDARDS FOR NURSERY PUNTS, STOPS. SPREAD SHALL BE MEASURED TO THE END OF PARTS I & 11, LATEST EDITION PUBLISHED BY THE FLORIDA DEPARTMENT 22. NO LANDSCAPING ADDED UNDER THIS PROJECT SHALL BE LOCATED SUCH THAT SAID LANDSCAPING OBSCURES BRANCHING EQUALLY AROUND THE SHRUB MASS. OF AGRICULTURE AND CONSUMER SERVICES, UNLESS SPECIFIED MOTORIST'S VISIBILITY OF ANY EXISTING SIGN(S). OTHERWISE. ALL PLANTS SHALL BE NORMAL FOR THE VARIETY AND MEASUREMENT AREA NOT TO INCLUDE ANY TERMINAL FLORIDA GRADE NUMBER 1 OR BETTER AS DETERMINED BY THE FLORIDA GROWTH. DIVISION OF PLANT INDUSTRY. PALMS: CLEAR TRUNK SHALL BE MEASURED FROM THE SPECIMEN MEANS AN EXCEPTIONALLY HEAVY, SYMMETRICAL. TIGHTLY GROUND AT THE TIME OF INSTALLATION TO THE POINT KNIT PLANT, SO TRAINED OR FAVORED IN ITS DEVELOPMENT THAT FIRST WHERE THE MATURE AGED TRUNK JOINS THE IMMATURE APPEARANCE IS UNQUESTIONABLE AND IT IS OUTSTANDINGLY SUPERIOR OR GREEN PORTION OF THE TRUNK OR HEAD. IN FORM, NUMBER OF BRANCHES, COMPACTNESS AND SYMMETRY. GREY WOOD (G.W.) - SHALL BE MEASURED FROM THE ALL PUNTS SHALL BE FRESHLY DUG, SOUND, HEALTHY, VIGOROUS, GROUND AT THE TIME OF INSTALLATION TO TOP OF THE WELL BRANCHED AND FREE OF DISEASE AND INSECT EGGS AND LARVAE AND SHALL HAVE ADEQUATE ROOT SYSTEMS. TREES FOR PLANTING HARDENED TRUNK. ROWS SHALL BE UNIFORM IN SIZE AND SHAPE. ALL MATERIALS SHALL OVERALL HEIGHT (O.A.) - SHALL BE MEASURED FROM THE BE SUBJECT TO APPROVAL BY THE LANDSCAPE ARCHITECT, WHERE REQUIREMENTS ARE OMITTED FROM THE PLANT LIST, PUNTS SHALL BE GROUND AT THE TIME OF INSTALLATION TO THE AVERAGE PRUNED PRIOR TO DELIVERY ONLY UPON THE APPROVAL OF THE FROND HEIGHT. LANDSCAPE ARCHITECT. PALMS WITH MARRED OR BURNED TRUNKS WILL NOT BE ALL CONTAINER GROWN MATERIAL SHALL BE HEALTHY, VIGOROUS, WELL ACCEPTED. ROOTED PLANTS AND ESTABLISHED IN THE, CONTAINER IN WHICH THEY ARE SOLD. THE PLANTS SHALL HAVE TOPS OF GOOD. QUALITY AND BE IN HEALTHY GROWING CONDITION. AN ESTABUS14ED CONTAINER GROWN PLANT SHALL BE TRANSPLANTED INTO A CONTAINER AND GROWN IN THAT CONTAINER SUFFICIENTLY LONG ENOUGH rOR THE NEW FIBROUS ROOTS TO HAVE DEVELOPED SO THAT THE ROOT MASS WILL RETAIN ITS SHAPE AND HOLD TOGETHER WHEN REMOVED FROM THE CONTAINER. SHADE TREES SHALL HAVE A SINGLE, STRAIGHT TRUNK WITH SPROUTS CLEANLY REMOVED AND BRANCHING THIN BRANCHES BY 1/4 OF TOTAL MASS. RETAIN THE NATURAL SHAPE UNIFORMLY DISTRIBUTED. OF THE PUNT. ALL PRUNING SHALL BE COMPLETED PRIOR TO INSTALLATION UNDER THE DIRECTION OF THE ENGINEER. REMOVE LOWER BRANCHES AS DIRECTED BY THE ENGINEER. PAINT ALL CUTS, 1" OR > IN SIZE, WITH APPROVED TREE PAINT. 'I SECURE BATTENS W/2 3/4" HIGH CARBON STEEL BANDS TO " HOLD BATTENS IN PLACE NO NAILS SHALL MINIMUM 3 (2" X 4") WOOD BRACES. .� BE DRIVEN INTO TREE. HEIGHT OF '} BATTENS SHALL BE LOCATED FOR REMOVE BURLAP FROM THE TOP 1/3 OF ADEQUATE BRACING OF TREE. THE ROOTBALL (ENGINEER'S DISCRETION). -- 5 (2" X 4" X 16") WOOD BATTENS, MINIMUM 3" MULCH ' ' .,.'- j'. ijl];;i/ 5 LAYERS OF BURLAP (SEE PLANTING NOTES). � ,,(=;. YU� STEEL BARD TOP BURLAP BALL SHALL BE AT LEAST t" ABOVE n � i �) { `- ' I ) 1-�''� ADD AGRIFORM TABLETS AS SPECIFIED. THE FINISHED GRADE. FINISHED BUILD 4-6' CONTINUOUS SAUCER AROUND ON THE TREE PIT TO HOLD THE WATER. ROOTBALLS GREATER THAN 2' IN DIAMETER SHALL SIT ON MOUND OF UNDISTURBED SOIL TO PREVENT -- 2" X 4" X 24" STAKE SETTLING. BALLS SMALLER THAN 2' IN DIAMETER MAY SIT ON % ._. !7� FINISHED GRADE COMPACTED EARTH. I - ` '" _ _ t SEE SPECIFICATIONS FOR BACKFILL MIXTURE. DIAMETER OF THE HOLE SHALL BE TWICE THE BALL `° FI L MATERIAL SHALL CONSIST OF AT LEAST DIAMETER. FOR ROOTBALLS 2' AND GREATER, HOLE SHALL BE .TALI -i 11/3 NATIVE SOIL FROM HOLE DUG FOR PLANT. 2' LARGER THAN THE BALL DIAMETER. TREE C UPER v x� �a =o � c E w w« E $ - THERE SHALL BE NO o o ! a` EXTREME SUCCULENCE. i E 3 0 00 O L Y /- l a w o Y o E �; o FINISHED GRADE 3" MULCH SEE I .� PLANTING NOTES ADJUST WIDTH TO -_I PROVIDE STAKING 1111 W/IN MEDIAN PALM TREE PLANTING N.T.S. A SHALL BE MEASURED AT 3 1/2 FEET ABOVE GRADE. TREE PLANTING (6" CALIPER & UP) N.T.S. TRIM ONLY THOSE FRONDS WHICH HANG --- BELOW LEVEL OF TREE HEART. MINIMUM OF NINE (9) GOOD PALM FRONDS. TIE THE HEAD OF THE PALM WITH B R NOTE: )ETAIL TO BE MPLEMENTED IN LREAS WITH 'OOR DRAINAGE AS t PUNTING iUPPLEMENT. TWO TIMES BALL DIAMETER TOP OF ROOTBALL TO BE 2" ABOVE EXISTING GRADE FILTER CLOTH SAND - MIN. 12' DEPTH DRAIN ROCK PUNCH THROUGH HARD PAN TREE PITS WITH DRAIN H.T.S. U LAP TOP OF BURLAP BALL SHALL BE AT LEAST TIE THE HEAD OF THE PALM WITH BURLAP 1 1/2 ABOVE THE FINISHED GRADE. — STRIPS. LET STRIPS REMAIN FOR AT LEAST FIVE (5) PRUNE SHRUBS AT ENGINEER MONTHS, BUT NO LONGER THAN TWELVE (12) MONTH. DIRECTION- PRUNE ALL SHRUBS TRUNK DIAMETER SHA4 BE CONSISTENT- DIDI ACHIEVE A UNIFORM MASS. — WITHOUT ABRUPT CHANGES LOOSE TO SHEATHES, HOLFS, OR CAVITIES. REMOVE ANY CONTAINER THAT MAY BE AROUND SECURE BATTENS W/2 3/4 " HIGH CARBON STEEL BANDS ROOTS. IF PUNT IS IN BURLAP,LEAVE BURLAP, TO HOLD BATTENS IN PUCE. NO NAILS SHALL BE DRIVEN IN PLACE WHEN PLANT IS INSTALLED. INTO PALM. HEIGHT OF BATTENS SHALL BE LOCATED IN IF PUNT IS IN PLASTIC FABRIC, REMOVE FABRIC RELATION TO THE HEIGHT OF THE PALM,r INSTALLATION. FOR ADEQUATE BRACING. 3" MULCH (SEE PUNTING NOTES 5 (2` X 4' X 16") WOOD BATTENS. = )• 5 LAYERS OF BURLAP TO WRAP TRUNK. yl'" "` BUILD 4-6' CONTINUOUS SAUCER AROUND THE STEEL BANDS (3/4"; H.C.S.) 1 i.. TREE PIT TO HOLD THE WATER. i-- MINIMUM 3 (2" X 4") WOOD BRACES; TO ' _ ROOTBALLS GREATER THAN 2' IN DIAMETER SHALL SIT REMAIN FOR AT LEAST 12 MONTHS. ON MOUND OF UNDISTURBED SOIL TO PREVENT SETTLING. NAIL TO 2' X 4' STAKES (3).ROOTBALLS LESS THAN 2' MAY SIT ON COMPACTED — BUILD 4-6" CONTINUOUS SAUCER AROUND '� SOIL DIAMETER OF HOLE FOR BALLS 2' & GREATER THE TREE PIT TO HOLD WATER. `f SHALL BE 2' LARGER THAN DIAMETER OF BALL. — FILL AROUND ROOTBALL WITH BACKFILL MIX. -DIAMETER OF HOLE FOR BALLS UP TO 2' SHALL BE FLOOD. R COMPACT FILL IN 3" LIFTS [RE -FLOOD III L.,, I 'TILT � jl!I TWICE THE BALL DIAMETER. (JET) R COMPACT FILL 1 DAY AFTER INSTALLATION] I ADD FERTILIZER, MANGANESE, h FILL MATERIAL TO CONSIST OF MAGNESIUM AS PER PLANTING NOTES. i.;, 1/3 NATIVE SOIL FROM HOLE DUG -- FOR PUNT. SEE SPEC'S — FOR STABILIZATION SABALS, MAY BE FOR BACKFILL MIXTURE. PLANTED UP TO 2/ BELOW GRADE PROVIDED CLEAR TRUNK SIZE IS SHRUB PLANTING MAINTAINED AS SHOWN ON THE PLANS. --------- --- N.T.S. BEST "FACE" OF PLANT TO BE TOWARD THE FRONT EDGE OF THE PLANTING BED. — PREPARED TOPSOIL TO MIN 10" DEPTH. 3' MIN. MULCH (SEE PLANTING NOTES) 12" WIDTH ALONG BED EDGE MAINTAINED �TO LET " BELOW GROW IN IT. CENTERLINE TO BE 4" BELOW FINISH GRADE OF ADJACENT TURF. PLANTING BED EDGE N.T.S. THIN BRANCHES BY 1/4 TOTAL MASS. RETAIN THE _ NATURAL SHAPE OF THE PLANT. ALL PRUNING SHALL BE COMPLETED PRIOR TO INSTALLATION UNDER THE DIRECTION OF THE ENGINEER. PROVIDE ONE (2" X 2") WOOD BRACE - REMOVE BURLAP FROM THE TOP 1/3 OF THE ROOTBALL (LA DISCRETION). MINIMUM 3" MULCH - (SEE PLANTING NOTES) TQP OF BURLAP BALL SHALL BE AT LEAST 1 ABOVE THE FINISHED GRADE. PAINT ALL CUTS, 1" OR > IN SIZE, WITH APPROVED TREE PAINT. 2" X 4" X 24" STAKE ------ ��' ROOTBALLS GREATER THAT 2' IN DIAMETER. SHALL SIT ON MOUND OF UNDISTURBED SOIL TO PREVENT SETTLING. BALLS SMALLER THAN - 2' IN DIAMETER MAY SIT ON COMPACTED EARTH. .1 ' �( _...)�• SPREAD OF PUNT THOROUGHLY WORK IN 2" OF BACKFILL TO A MINIMUM DEPTH OF 10". SOIL SHALL BE jj LOOSELY INCORPORATED INTO PLANTING BEDS FOR GROUND COVERS AND PERENNIALS PERENNIALS SEE SPECIFICATIONS iFOR BACKFILL/PLANTING SOIL MIXTURES. MULCH 3" MIN. DEPTH (SEE PLANTING NOTES) ALTERNATE SPACING OF PUNTS TO INSURE FULL COVERAGE BY GROUND COVERS GROUNDCOVER. AND ROOTED CUTTINGS N.T.S. REMOVE LOWER BRANCHES AS DIRECTED BY THE ENGINEER. TREE TRUNK SHALL BE FREE OF ANY SCARS. USE 1/2 " DIAMETER REINFORCED RUBBER HOSE TIED WITH 12 STRAND GALVANIZED WIRE TO LASH WOOD BRACE TO TREE. TREE CALIPER SHALL BE MEASURED AT - 3 1/2 FEET ABOVE GRADE. FINISHED GRADE SEE SPECIFICATIONS FOR BACKFILL MIXTURE. ICI BUILD 4 - 6" CONTINUOUS SAUCER AROUND THE DIAMETER OF THE HOLE FOR THE BALL UP TO TREE PIT TO HOLD THE WATER. 2' SHALL BE TWICE THE BALL DIAMETER. DIAMETER ( FILL MATERIAL SHALL CONSIST OF AT LEAST OF THE HOLE FOR THE BALL 2' AND GREATER 1/3 NATIVE SOIL FROM HOLE DUG FOR PLANT. SHALL BE 2' LARGER THAN THE BALL DIAMETER. __-TR_EE__NPLANTING (2" CALIPER & BELO W) FILE COP, ---i—i17 WR IIIISFILANS� oeveionment Team -- ✓ , Dickerson Florida, Inc. Sheet _— PROPERFIOF"KA)'R)N Thomas Lucido & Associates P. A SIRIWN WREN ART: iHli PROPERrI OF 17R)MAS' LUCIIX)& ASNX TAMS, P.A. AND ` ' ] �� �]��.,�, ���,,4.' + //� RhYRPAAN 1KTR)N8, V� Land PI dsca Ar�tti. hire V L LOSURESOR [7SG pe St Lucie Count/ f ITIF.RFo P IN WHOLE OR 0 v Lic. #LC-0000335 • • • I'� A ///''' 0/ Date Description of Relrision INPARiIC )W#f S1.Y �' \� rx(1rmNaU sF.,4Trz �'_' \, 100 Avenue A, Suite 2A, Ft. Pierce, FI. 34950 581-467-1301, Fax 561-467-1303 Landscape ec/fica Pons 4/ werrnNCYm�srlvr v Project # WN.01430.001 OWNER: DICKERSON FLORIDA, INC. A COMPANY OF THE DICKERSON GROUP, INC. P.O. DRAWER 719 STUART, FLORIDA 34995 VOICE: 772.287.6820 CONSTRUCTION PERMIT DOCUMENTS REVISION #2 09 AUGUST, 2004 ARCHITECT/ GENERAL M.E.P. STRUCTURAL ENGINE ER CONTRACTOR ENGINEER WCQ PROCTOR 41 NM10,saMffER CONSTRUCTION COMPANY DDC ENGINEERING, INC. Engineers Planners Ecologists Architects Surveyors Construction Managers / General Contractors Consulting Engineers 1705 19th Place Suite C-3 1401 Highway A.1.A. Suite 301 2000 Front Street Suite 300 FIL7""' � '_�-'OPY g y , Vero Beach, Florida 32960 Vero Beach, Florida 32960 Melbourne, Florida 32901 Voice: 772.770.4707 Voice: 772.234.8164 Voice: 321.308.2021 Fax: 772.770.4640 Fax: 772.234.8188 Fax: 321.757.3088 License No. AA26000682, CA8� 40 DICKERSON OFFICE BUILDING AO.00 0;\Prn1ect,gNwM 01430:001 Dickerson Phase 0ng+\Drawing.q\Con5tmrf1nn 0ocumon+,"„AE\RRVI5ION5 070,10%A0 no rnver,dwo 0/717004 SO.OP=05 PM, KM-4850w.pd WCG A Included Dwg. No Drawing Name Issue Date Current RFP ® AO.00 Cover 06.04.04 06.013.04 40.10 index 06.04.04 08.09.04 ® A1.10 Life Safety Plan 06.04.04 06.013.04 ® 82.10 Foundation Plan 06.04.04 08.09.04 ® 53.10 Panel Details 06.04.04 08.09.04 ® 53.11 Panel Details 06.04.04 08.043.04 ® ® 53.12 54.10 Panel Details Panel Sections 06.04.04 06.04.04 08.09.04 08.09.04 ® 54.11 Panel Sections 06.04.04 08.09.04 ® 85.10 Second Floor Framing Plan 06.04.04 08.09.04 ® 55.20 Roof Framing Plan 06.04.04 08.09.04 ® 56.10 FBC wind Pressures 06.04.04 08.09.04 ® 5-1-10 Stair Deta i Is 06.04.04 06.09.04 ® 51.11 Details 0-7.02.04 08.03.04 ® A2.10 let Floor Plan 06.04.04 08.09.04 ® 42.11 2nd Floor Plan 06.04.04 08.043.04 ® A2.30 Schedules 06.04.04 08,013.04 ® ® A2.40 A3.10 Detail Floor Plan Building Elevation 06.04.04 06.04.04 08213.04 08.09.04 ® A3.11 Building Elevation 06.04.04 06.09.04 ® A4.10 Building Sections 06.04.04 06.09.04 ® A4.12 Wall Sections 06.04.04 08.09.04 © A4.13 Wall Sections 06.04.04 08.09.04 E E-1 Schedules 4 Abbreviations 06.04.04 08.09.04 ® E-2 Floor Plan 06.04.04 08.09.04 ® ® E-3 E-4 Lighting Plan Panel Schedules 06.04.04 06.04.04 06.09.04 08.09.04 19 E ® M-1 M-2 P-1 Mechanical Legends, Schedules, 4 Details Mechanical Plan Plumbing Legends, Schedules, 4 Details 06.04.04 06.04.04 0(o.04.04 08.09.04 08.09.04 08.09.04 ® P-2 Plumbing Plan 06.04.04 08.09.04 INDEX OF DRAWINGS SCALE: N.T.S 1 COLUMN GRID LINES SCALE: N.T.S. SECTION NUMBER SHEET UJHERE SECTION 15 SHOWN SE01ION REFERENCE SCALE: N.TS. 0301 A3 .10 SHEET WHERE ELEVATION IS SHOWN ELEVATION NUMBER ELEVATION REFERENCE SCALE: N.T.S. 10 100 A 01 DOOR NUMBER I DIGIT -FLOOR NO 2 DIGIT -DOOR NO HARDWARE GROUP DOOR TYPE DOOR TYPE INDICATOR a b�Ti�i�1 SCALE: N.T.S. SCALE: N.T.S. ARCHITECTURAL SYMBOLS OFFICE 100 ROOM NAME ROOM NUMBER ROOM NAME AND NUMBER SCALE: N.T.S. TAIL NUMBER EET NUMBER WHERE :TAIL IS SHOWN DETAIL REFERENCE SCALE: N.T.S. REVISION SYMBOL SCALE: N.T.S. PARTITION TYPE SCALE: N.T.S. 01 EOUIPMENT INDICATOR SCALE: N.T.S. 01 ALI WALL FINISH BASE FiNISH EXTENTINDICATOR DETAIL FINISH EXTENT INDICATOR DATUM POINT WE KEY NOTE SYMBOL SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. OFFICE 100 ROOM NAME Cl Bl Pl ROOM NUMBER �: 545 UFINISH IN ANY BOX BASE TYPE INDICATES NO FiNISH FLOOR FINISH INSTALLED) ROOM FINISH INDICATOR SCALE: N.T.S. FLOOR FINISH TRANSITION INDICATOR SCALE: N.T.S. SCALE: N.T.S THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY COR ECT05 REQUIRED BY FIELD INSPECTORS'MAT MAY BE NECESSARY iN ORCER TO COMPLY WITH ALL APPLICAILS C^OM& NEEIwSCHAFFER WCG/Neel-Schaffer, Inc. 1705 19th Place, Suite G-3 Vero Beach, Florida 32960 Phone:772-770-4707 Fax:772-770-4640 www.neel-schaffer.com CA 9582 AA26000682 Consultants: Key Plan: Issues: No.: Date: Description: A 02.23.04 REVIEW B 03.03.04 REVIEW C 03.10.04 PER MEETING W/ WENDY BRANN D 03.29.04 PER MEETING E 04.16.04 PRICING 01 06.01.04 PERMIT 02 06.30.04 REVISION 01 03 07.29.04 CONSULTANT ISSUE — REVISIONS 04 08.09.04 REVISION 02 Project: Office Building DICKERSON OF FLORIDA N. 25TH STREET FT. PIERCE, FLORIDA Drawing Title: INDEX Drawn: Issue Date: PWJ 06.01.04 Checked: PWJ Approved: Scale: RJM AS NOTED Project No.: Sh NN.01430.001 AO. � 0 THE ATFACHED PLANS HAVE BEEN DESIGNED R AN I COMPLIANCE WITH THE 2001 FLORIDA BUILDING USI MAXIMUM WIND VELOCITY OF 140 MPH. ENGINEERING DESIGN IS BY WCG/NEEL—SCHAFFER, INC. AND IS SITE SPECIFIC AND NOT VALID WITHOUT THE AUTHORIZED SIGNATURE AND SEAL OF A REGISTERED PROFESSIONAL ENGINEER. THESE NOTES ARE PART OF THE CONSTRUCTION DOCUMENTS AND MUST BE READ AND ADHERED TO BY ALL APPUCABLE SUBS. DO NOT SCALE THESE DRAWINGS, USE FIGURED DIMENSIONS ONLY. IF A DISCREPANCY OCCURS, CONTACT WCG/NEEL—SCHAFFER INC. AT 772-770-4707 FOR CLARIFICATIONS. THESE DOCUMENTS TO WHICH I HAVE AFFIXED MY SIGNATURE AND SEAL WERE PREPARED BY ME AND/OR UNDER MY DIRECT SUPERVISION. THESE DOCUMENTS ARE INSTRUMENTS OF USE AND ARE PROTECTED BY THE COPYRIGHT LAW OF THE U.S. THEY MAY NOT BE REPRODUCED IN WHOLE OR PART WITHOUT WRITTEN PERMISSION OF THE ARCHTTECT/ENGINEER. THE CERTIFICATION CONTAINED HEREIN APPLIES ONLY TO THOSE STRUCTURAL ELEMENTS COVERED UNDER THE 2001 FLORIDA BUILDING CODE. COPYRIGHT 0 2004, Peter W. J"s, AIA Date Florida Registration # AR17858 G:\Projects\WN.01430.001 Dickerson Phase One\Drawings\Conr'r rtion Documents\AE\REVISIONS 070104\A0.10 INDFX.REVdwg.dwa„ 8/7/2004 10:06:57 PM, KM-485nw.pc3 Rick J. Melchiori, PE Date Florida Registration # 48947 CONSTRUCTION LEGEND 8' CONCRETE EXTERIOR WALL NEW 3rX 1" GALV. METAL STUDS 25 GAUGE ® 24V O.C. WITH J' DRYWALL BOTH SIDES. VERIFY RATED WALLS 'NTH SHEET AO.10 TABULATION First Floor — Second Floor — Storage — Mechanical — C$01C95M=N =", 8000 S.F. 2580 S.F. 538 S.F. M SECOND FLOOR SCALE: I/S" =1' -0" H. MAXIMUM ALLOWABLE AREA & HEIGHT: I. BUILDING OCCUPANCY CLASSIFICATION 1. Maximum Allowable Area (FBC Table 500): B Business - 17,000 SF V. INTERIOR FINISHES A. OCCUPANCY: Business Occupancy- Group B (FBC Section 305), 2. Maximum Allowable Height (FBC Table 500): B Business - Two Stories A. MINIMUM INTERIOR FINISH CLASSIFICATION (FBC Table 803.3): VII. ACCESSIBILITY REQUIREMENTS Minimum Interior Finish Classification (unsprinklered): A. REQUIREMENTS (FBC 11-7): II. PHYSICAL PROPERTIES OF BUILDING I. ALLOWABLE AREA INCREASES (FBC 503.3): Exits- Class B Exit Access- Class B 1. Accessibility requirements to exceed or equal those specified in FBC A. BUILDING AREA: I = 4/3[100(F/P-0.25)] Other Spaces- Class C Section 11-3 F = 360 FT (Building perimeter not less than 30 FT horizontal separation) 2. Visual Alarms, Notification Devices and Telephone(s) to be provided in Ground Floor 8,000 SF Second Floor 3,118 SF P = 5360 FT (Total building perimeter) VI. MEANS OF EGRESS REQUIREMENTS (FBC 11-9.1.3) I = 4/3[100(360/360 — 0.25)] TOTAL 11,118 SF I = 1.33[100 X .75] A. OCCUPANT CONTENT PER CODE: B. GRADE ELEVATIONS: I = 99.75% Minimum Occupant Load (FBC Table 1003.1): VIII. PLUMBING FIXTURES Reference Civil Engineering Documents Allowable Building Area per FBC 503.3- 33,975 SF Ground Floor- 8,000 SF/100 SF per Person = 80 Persons Second Floor- 2,580 SF/100 SF per Person = 26 Persons (25.8) A. MINIMUM FIXTURE COUNT FBC Plumbing, ( g Table 403.1): C. BUILDING Minimum Occupant Load (NFPA 101, Table 7.3.1.2): 1. Minimum Number of Plumbing Facilities: HEIGHT IN FEET ABOVE GRADE: III. DETAILED OCCUPANCY REQUIREMENTS Ground Floor- 8,000 SF/100 SF per Person = 80 Persons Water Closets- 1 per 50 (Male / Female) Reference Architectural Building Elevations Second Floor- 2,580 SF/100 SF per Person = 26 Persons (25.8) Lavatories-1 per 80 (Male / Female) N/A Drinking Fountain- 1 per 100 D. BUILDING HEIGHT IN STORIES: B. TRAVEL DISTANCE; DEAD-END LENGTHS; EXIT AND MEANS OF EGRESS WIDTH Service Sink - 1 required Two IV. DETAILED CONSTRUCTION REQUIREMENTS (FBC Table 1004): 2. Number of Occupants per Sex: 1. Maximum Travel Distance- 200 FT Maximum Allowed [Actual Travel Assume 50/50 split — Male: = 56 E. TYPE CONSTRUCTION: Type IV/Un-protected/Un-sprinklered (FBC Section 606) A. FIRE PROTECTION OF STRUCTURAL MEMBERS: Distance 126 FT] 2. Maximum Dead End Corridor Length- 20 FT Maximum Allowed [N/A] — Female: = 56 Fire Resistance Ratings Required- Fire Resistance In Hours (FBC Table 600): F. SEPARATION DISTANCE FROM EXTERIOR WALLS TO PROPERTY LINE Interior Bearing Walls (supporting roof only)- NC 3. Egress Width per Person Served- 0.2 IN Maximum Allowed [Actual provided- 36 IN] WATER CLOSET LAVATORIES DRINKING FOUNTAINS (FBC Chapter 5): Beams, Girders (supporting roof only)- NC Roof Assemblies NC 4. Minimum Corridor/Aisle Width- 44 IN Minimum Allowed [Actual provided- Provided Required Provided Required Provided Required [Reference Civil Engineering Documents] Exterior Bearing Walls- NC 60 IN] MALE 3 -(2 Urinals 2 3 1 See Note North- Exceeds 30 FT FEMALE 3 2 3 1 Below. East- Exceeds 30 FT B. FIRE PROTECTION REQUIREMENTS (FBC Section 704): VI. MEANS OF EGRESS REQUIREMENTS South- Exceeds 30 FT West- Exceeds 30 FTB. 1. Fire Resistant Separations: TRAVEL DISTANCE; DEAD-END LENGTHS; EXIT AND MEANS OF EGRESS WIDTH Accessory Occupancies: (FBC 704.12.2) — (FBC Table 1004): [CONTINUED] 1 G. PERCENT OF OPENINGS PER FLOOR (FBC Table 600): 8000sf / 3 = 2667 s.f. B. Bottled Water Provided in lieu of Drinking Fountain North Elevation- 7% (NL Allowable) 2580sf (storage) < 2667s.f. 5. Minimum Clear Opening of Exit Doors- 32 IN Minimum Allowed [Actual (FBC Plumbing, Table 410.1). CWU East Elevation- 11 % (NL Allowable) provided- 35.5 IN] South Elevation- 9% (NL Allowable) 2. Exit Access Corridors: (FBC 704.2.4) 6. Minimum Number of Exits (FBC 1004.2.2)- 2 Exits [Actual provided- 4] t West Elevation- 12% (NL Allowable) First Floor Occupant Load = 80 persons 7. Means of Egress Illumination, Emergency Lighting and Exit Signs: Per 80 >30 therefore Exit Access Corridors must be rated 1 hour. FBC Section 1016; NFPA 101 38.2.8, 38.2.9, 38.2.10. WCIG WX NEEL_SCHAFFER WCG/Neel-Schaffer, Inc. 1705 19th Place, Suite G-3 Vero Beach, Florida 32960 Phone:772-770-4707 Fax:772-770-4640 www. neel-schaffer.com CA 9582 AA26000682 Consultants: Key Plan: Issues: No.: Date: Description: A 02.23.04 REVIEW B 03.03.04 REVIEW C 03.10.04 PER MEETING W/ WENDY BRANN D 03.29.04 PER MEETING E 04.16.04 PRICING 01 06.01.04 PERMIT 02 06.30.04 REVISION 01 03 07.29.04 CONSULTANT ISSUE — REVISIONS 04 08.09.04 REVISION 02 Project: Office Building DICKERSON OF FLORIDA N. 25TH STREET FT. PIERCE, FLORIDA Drawing Title: LIFE SAFTEY CODE Drawn: Issue Date: PWJ 06,01.04 Checked: PWJ Approved: Scale: RJM AS NOTED O� Project No.: Sheet No.: WN.01430. 01 M. 10 THE ATTACHED PUNS HAVE BE ED FO %D AREs4R COMPLIANCE WITH THE 2001 FLORIDA B OD G A MAXIMUM WIND VELOCITY OF 140 MPH. ENGINEERING DESIGN IS BY WCG/NEEL—SCHAFFER, INC. AND IS SITE SPECIFIC AND NOT VALID WITHOUT THE AUTHORIZED SIGNATURE AND SEAL OF A REGISTERED PROFESSIONAL ENGINEER. THESE NOTES ARE PART OF THE CONSTRUCTION DOCUMENTS AND MUST BE READ AND ADHERED TO BY ALL APPLICABLE SUBS. DO NOT SCALE THESE DRAWINGS, USE FIGURED DIMENSIONS ONLY. IF A DISCREPANCY OCCURS, CONTACT WCG/NEEL—SCHAFFER INC. AT 772-770-4707 FOR CLARIFICATIONS. THESE DOCUMENTS TO WHICH I HAVE AFFIXED MY SIGNATURE AND SEAL WERE PREPARED BY ME AND/OR UNDER MY DIRECT SUPERVISION. THESE DOCUMENTS ARE INSTRUMENTS OF USE AND ARE PROTECTED BY THE COPYRIGHT LAW OF THE U.S. THEY MAY NOT BE REPRODUCED IN WHOLE OR PART WITHOUT WRITTEN PERMISSION OF THE ARCHDECT/ENGINEER. THE CERTIFICATION CONTAINED HEREIN APPLIES ONLY TO THOSE STRUCTURAL ELEMENTS COVERED UNDER THE 2001 FLORIDA BUILDING CODE. COPYRIGHT ® 2004, Peter W. Jon s, AIA Date Florida Reals4ration # AR17858 Rick J. Melchiori, PE Date Florida Registration # 48947 G:\Pna]ecteW'NI n1430,0n1 Oickersnn Phase One\Drr4,�,ings\ConsF-°,-"TMT Documents\AE\IREVISTONS n-nln4\A1.1n I TFE SAFETY PI.AN.dwg, 8/7'ln0410:17:53 PM, KM-4R9nw,pc3 r 3 6 IV -II 1/2" 3/4" 19'-II 1/4'. 3/4" 19'-II 1/ '1 3/4" IS' -II 1/4" 3/4° 19'-II 3/4" P14 P13 P12 P11 P10 A r -I O r- 71 r— -lO OB r- -� r- -II@B r _ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — J 11 A --------- I N —-- —l--------- N -- ' m� r I r---------- m dI I°I a n III � III h I -m„ 0 1 II I 92.10 y 1 0 II e i F N FL. N If I I I 1 1 1 I I hl N� v_ 01 01 °i u I III 01 B I i I C 0 C N I O Y O II 1 O G O 1 h l r'�-- r�----I r--l� r-1---1 r---;� r--L-� I r e B —_ o--� m 0---�---�--'I----��--�----�-;--�---`I----i`---� � CbNSTR1ICTION JOINTI---A I�-==1"-===- -I--- I9I-------- -F----{---`F'----------- �_®____—__= L-J I L—l—J L.� L� --J L--.J-.JL—�L—J L--JJ L—.L—J i L J ,1 I M 1 191_011 00 01I M 1 i ie i u i i I III 1M I 1 1 O l O 1— CO I Iy I I 01 ; -- I; I I ; I I ; I I ;I I I I I �+_r--_--------i---a--- ---- - - -� a---0---i-----i---� CON�TRUGTION JbINF-� - °-1 - --- A-__� _� I---------�-----�-------------I- i I I o m L I J I L J L,_JL J L .J L---IIIJ L— —J O i P I (POUR EDISOLID CELLS I 4' FOR RAIL MOUNT. 1 I VERIFY W/ELEV. t f I MANIFACTURER/INSTALLER 0'-0" lL d (1) 5 BAR IN VERTICAL �n N FIB N FL. m I hl POURED SOLID CELL ITYPJ I II °' 1III I 1--r--------r--------- 6------,r7( ------------�r —�— OB r�� I r-fir-� r--r r---�� V -- i I I� I I Id I I I I I I I I I 91 I I --___-_---- I ---------A---4 CONSTRUCTION JOINT ; 11- 1 +---1F---+---_ ------- -A= 1 0 m ; 1 I II u 1 I II ; 5" 3/Dmm P.S.I. CONCRETE SLAB AT 28 DAYS WITH ; I 1 I 0 "0 o (ox6, W.9Nt1.9 WELDED WIRE FABRIC ON 6 MIL. 1 I II I FINS a POLYELENE VAPOR BARRIER OVER CLEAN FILL 1 1 1 1 TREATED AGAINST TERMITE IHFESTATIOR 1 `� I p i ai ii FOUNDATION SHALL BE PREPARED N FULL it I I I v M I I CONFORMANCE WITH THE GEOTECFINICAL 1 I I ENGINEERING REPORT AND SUBSURFACE 1 1 1 AND FOUNDATION STUDY. 1 I I ul W I y I 1 1 I I I I I I jL Iy 1 o i I°i ii ii it I 1 V II II ¢ II I 1 I II II II 11' rl`--� 8 r— — k 17, m -' L J 19'-113/4" L- —J B 19'-111/4" B L- -J le'-1�14 L- -� B 19'-II I/4" L- — B 19'-113/4" L J m 3/4" P2 3/4" P3 3/4" P4 3/4" P5 fl qU J U 01 Foundation Plan DESIGN CFIRERIA CODE APPLIED: 2001 FLORIDA BUILDING CODE I. BASIC WIND SPEED: 130 MPH (3 SEC. GUST) 120 MPH (FASTEST MILE) 2. IMPORTANCE FACTOR: 10 BUILDING CATEGORY: 1 3. WIND EXPOSURE CATEGORY: B (MAINLAND) 4. INTERNAL PI;I COEFFICIENT: ENCLOSED- 0.18 PARTIALLY ENCLOSED 0.55 5. DESIGN WIND PRESSURE COMPONENTS 4 CLADDING: 42 P"SF 6. ENCLOSED BUILDING OPENINGS ARE PROTECTED FROM FLYING DEBRIS BY SHUTTERS OR IMPACT GLASS MATERIALS ANCHOR BOLTS ATM A301 OR A36 CONCRETE (28) DAY FOOTINGS 3000 PSI SLAB ON GRADE 3000 P81 RENFORCING STEEL ASTM ASS, GRADE SO WELDED WIRE FABRIC ASTM A185 DEFI BAR ANCHORS ASTM A456 DRILLED-N-ANCHORS MOLLY PARABOND CAPSULE OR EQUAL MASONRY, TYPE N-I' ASTM CS0 2000 PS1 COMPRESSIVE STRENGTH ON NET AREA MORTAR TYPE 'M' OR 'S' ASTM C210 GROUT ASTM 41b 2500 PSI COMPRESSIVE 0ENEFIAL NOTES STRENGTH 1. THE CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS IN THE FIELD PRIOR TO FABRICATION AND START OF CONSTRUCTION AND TO PROTECT AND MAINTAIN ALL THE CONSTRUCTION AND ITS CONTENTS. 2. REFER TO THE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS NOT INDICATED. ANY DIMENSIONAL DISCREPANCY FOUND ON THE STRUCTURAL DRAWINGS SHALL BE CONTROLLED BY THE DIMENSIONS INDICATED ON THE ARCHITECTURAL DRAWINGS. FURTHER VERIFY WITH ARCHITECT. 3. FOR MOUNTING AND SECURNG MTECWMICAL EQUIPMENT, REFER TO THE MANUFACTURE'S INSTRUCTIONS UNLESS INDICATED ELSEWHERE IN THE CONSTRUCTION DOCUMENTS. 4. THE GENERAL CONTRACTOR SHALL AT ALL TIMES MAINTAIN AT THE JOB -SITE, A CURRENT APPROVED SET OF SHOP DRAWINGS. 5. REEER TO ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS FOR OPENINGS, SLEEVES, ETC. NOT SHOWN ON THE STRIJCTURA_ DRAWNGS. 4) (5 FOUNDATION NOTES FOUNDATION NOTES I. FOUNDATIONS SHALL BE PREPARED IN RILL CONFOWANCE WITH THE GEOTECHNICAL ENGINEERING REPORT. 2. FOOTINGS HAVE BEEN DESIGNED FOR A MINIMUM BEARING VALUE OF 2000 PSF. 3. THE FOLLOWING FREQUENCY OF TESTING SHALL BE REQUIMD BEFORE PLACING CONCRETE FOR FOOTINGS AND SLABS: CONTINUOUS FOOTING SHALL BE TESTED EVERY 40 LINEAL FEET AT BEARING ELEVATION AND ONE FOOT BELOW BEARING. COLUMN FOOTINGS - 25% OF FOOTINGS SHALL BE TESTED AT BEARING AND ONE FOOT BELOW BEARING. BUILDING PAD SHALL BE TESTED EVERY I000 SQUARE FEET OF FLOOR AT GRADE AND ONE FOOT BELOW GRADE IN AREAS OF THE BUILDING PAD WHERE SOIL 18 BEING CUT IT IS THE RESPONSIBILITY OF THE SITE CONTRACTOR TO DENSIFY THE TOP 12 INCHES OF EXISTING SOIL TO %9' MODIFIED PROCTOR AS RECOMMENDED IN THE SOILS REPORT. THESE SOIL TESTS SHALL MEET OR EXCEED 95% MODIFIED PROCTOR (ASTM D1551 METHOD A) CIONCREr'E NOTES L STRUCTURAL CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF ACI301 AND SHALL ATTAIN A MINIMh1M COMPRESSIVE STRENGTH IN 28 DAYS OF 3000 PSI. UNLESS NOTED OTHERWISE. 2. CONCRETE, WHEN PLACED, SHALL HAVE A SLUMP OF 4 NC 4ES PLUS OR MINUS ONE INCH. 3. ALL REINFORCING SHALL CONFO2M1 TO ASTM 615 FOR GRADE 60 STEEL, 4. CONSTRUCTION JOINTS DESIGN AND LOCATION SHALL CONFORM STRICTLY TO THE REQUIREMENTS OF THE PLANS AND SPECIFICATIONS. ANY CONSTRUCTION OR CONTROL DESIRED OR PREFERRED BY THE CONTRACTOR SHALL BE APPROVED BY THE ENGINEER PRIOR TO CONSTRUCTION OF THOSE AREAS INVOLVED. 5. CHECK ALL DRAWINGS AND APPLICABLE MANUFACTURE'S SHOP DRAWINGS FOR LOCATION OF ALL EMBEDDED ITEMS, SUCH AS PIPE SLEEVES, ANCHOR BOLTS, ETC. PRIOR TO PLACING CONCRETE. 6. REIPFORCEMENT FOR CONTINUOUS FOOTINGS SHALL BE CONTINUOUS AND SPLICED WITH A FULL 24 NCH LAP. PROVIDE CORNER BARS 7) (8 5C,4LE: I/SI' = I' -ID" ALL all EXTERIOR CM WALL SHALL BE REINFORCED WITH 5 VERTICAL REINFORCING BARS WHERE SHOWN ON ARCHITECTURAL PLANS AT CENTER OF GROUTED CELL. PROVIDE 9 GA TRUSS TYPE HORIZONTAL JOINT REINFORCING AT Ib" OC. IN ALL WALLS. PROVIDE ADDITIONAL REINFORCING ON EACH SIDE OF OPENING GREATER THAN 24" WIDE 4 AT CORNERS 4 INTERSECTIONS OF WALLS. CARE SHALL BE TAKEN DURING THE CMU WALL ERECTION TO ENSURE THAT CELLS TO BE GROUTED LINE UP PROPERLY, PROVIDING A MINIMUM CLEAR AREA OF 10 SQUARE INCHES 4 MIN CLEAR DIM. OF 3" PROVIDE SAW -CUT CLEAN -OUT HOLE IN BOTTOM COURSE 4 REMOVE MORTAR DROPPINGS FROM CELLS AT END OF EACH DAY. PROVIDE FOOTING DOWEL$ TO MATCH WALL REINFORCING SIZE 4 SPACING, LAP SPLICE REINFORCING 48 BAR DIA. (OR AS SHOWN ON PLANS) 4 TEpMINATE REINFORCING WITH STANDARD ACI HOOKS TO PROVIDE CONTINUOUS REINFORCING FROM FOOTING TO UPPERMOST TIEBEAMS, TIE VERTICAL REINFORCING TO INSURE PLACEMENT 18 N CENTER OF WALL. PROVIDE all NOMINAL CMJI. LINTEL TIE BEAM AT TOP OF ALL MASONRY WALLS WITH 5 BAR GROUTED SOLID W/ A MINIMUM OF 8" BEARING EACH END, OR AS SHOWN ON DRAWINGS. TIE BEAM SHALL BE CONTINUOS AROUND ENTIRE BUILDING PERIMETER DROP BOTTOM OF BEAMS OVER OPENINGS 4 INSTALL ADDITIONAL LAYERS OF TWO S. BEAMS SHALL EXTEND 8" PAST FACE OF OPENING (16" WHERE TWO CELLS SHOWN GROUTED) AND BOTTOM BARS 6" (14"). VERTICAL RENFORCEMEINT STEEL SHALL HAVE A MINIMUM CLEARANCE OF 1/4" FROM MASONRY. MASONRY NOTES I. ALL MASONRY BLOCK SHALL CONFORM TO THE REQUIREMENTS OF ASTM C90 FOR LOAD BEARING CONCRETE MASONRY. 2. ALL MORTAR SHALL BE A MNIMUM TYPE M OR S MORTAR 3. UNLESS SPECIFICALLY SHOWN OTHERWISE PROVIDE "DUR-O-WALL' TRUSS TYPE REINFORCING IN EVERY OTHER COURSE (16" O.C.) 4. ALL LAP SPLICES MUST BE 48 BAR DIAMETERS. 5. WHERE INDEPENDENT CONCRETE COLUMNS ARE ABUTTED BY MASONRY WALLS, PROVIDE DOVETAIL ANCHORS FOR THE FULL HEIGHT OF THE COLUMNS : MAT STEEL 1 I/2" CLEAR REFER TO 84.10 �12" CHAMFER (TYPJ —II MAT STEEL 11/2" CLEAR 05 DOWEL ® 24" O.C. 5 HOOK BAR v (CHEMICALLY EPDXY) a 24" O.C. EMBED DEPTH IIMIN. 3'-0" 2' 0' A 8 d q• I, rmi__�i4i TYP. FOOTING DETAIL 0 SECTION e 6 -0 i INTERMEDIATE COLUMN FOOTING 03 SCALE: 1/2" = I' -Oil PLAN 3,_$" ` SECTION n d a PLAN 04 EXTERIOR COLUMN FOOTING SCALE: 1/2" = I'-mI' I II°I �le� I I I I —I I I 1=1 1=1 11=1 11=1 111 I P — I I —III I I 1=1 11=1 11=1 11= 1=1 11=1 I III-1 I L—III-1 TUBE STEEL COLUMN I" DIA. THROUCs FOR J" DIA. X10" EMBEI (HILTI HVA ALJH=e lvF SYSTEM OR EQUAL) MECH. WEDGE ANCHOR (TYP.) MAT STEEL 1 12" CLEAR 5" 3000 P.S.I. CONCRETE SLAB AT 28 DAYS WITH 9,xb, U72.9/U)2.'B WELDED WIRE FABRIC ON 6 MIL. POLYELENE VAPOR BARRIER SECONDARY ANCHORING POUR a, =' I FILL TREATED AGAINST TERMITE INFESTATION, COMPACTED TO S89; PROCTOR DENSITY PER AASHTO T-180 AND CONTRACTOR SHALL VERIFY THE EXISTING SITE IS CAPABLE OF SUPPORTING A MONOLITHIC BLAB GENERATING A MINIMUM OF 2000 P.SF. SCALE: 1/2" = I'-m" PLAN WCrm ips NEELvilliSCHAFFER WCG/Neel-Schaffer, Inc. 1705 19th Place, Suite G-3 Vero Beach, Florida 32960 Phone: 772-770-4707 Fax: 772-770-4640 w .neel-schaffer.com CA 9582 AA26000682 Consultants: Key Plan: Issues: No.: Date: Description: A 02.23.04 REVIEW B 03.03.04 REVIEW C 03.10.04 PER MEETING W/ WENDY BRANN D 03.29.04 PER MEETING E 04.16.04 PRICING 01 06.01.04 PERMIT 02 06.30.04 REVISION 01 03 07.29.04 CONSULTANT ISSUE — REVISIONS 04 08.09.04 REVISION 02 Project: 24"X24"XI" THICK STEEL Office BASE PLATE Building DICKERSON OF FLORIDA N. 25TH STREET FT. PIERCE, FLORIDA Drawing Title: Foundation Plan SECTION Drawn: Issue Date: JDM 06.01.04 Checked: PWJ Approved: Scale: RJM A AS NOTED Project No.: ee .. INN.01430.001 S2.10 THE ATTACHED PUNS HAVE COMPLIANCE WITH THE 2001 MAXIMUM WIND VELOCITY OF BY WCG/NEEL—SCHAFFER, INC. AND IS SrrE SPECIFIC AND NOT VALID WIHOUT THE AUTHORIZED SIGNATURE AND SEAL OF A REGISTERED PROFESSIONAL ENGINEER. THESE NOTES ARE PART OF THE CONSTRUCTION DOCUMENTS AND MUST BE READ AND ADHERED TO BY ALL APPUCA13LE SUBS. DO NOT SCALE THESE DRAWINGS, USE FIGURED DIMENSIONS ONLY. IF A DISCREPANCY OCCURS, CONTACT WCG/NEEL—SCHAFF'ER INC. AT 772-770-4707 FOR CLARIFICATIONS. — — — — `•� \�-�° $ "m THESE DOCUMENTS TO WHICH I HAVE AFFIXED MY SIGNATURE AND SEAL WERE PREPARED BY ME AND/OR UNDER MY DIRECT '. ° SUPERVISION. THESE DOCUMENTS ARE INSTRUMENTS OF USE a ,': .'G. a . 'a a AND ARE PROTECTED BY THE COPYRIGHT LAW OF THE U.S. * .a. THEY MAY NOT BE REPRODUCED IN WHOLE OR PART WITHOUT .'e .. WRITTEN PERMISSION OF THE ARCHITECT/ENGINEER. THE 4 ° CERTIFICATION CONTAINED HEREIN APPLIES ONLY TO THOSE a a G STRUCTURAL ELEMENTS COVERED UNDER THE 2001 FLORIDA • ° ° BUI ING CODE. COPYRIGHT O 2004, i" INC. HEEL —SCRAPPER. m CIO, Peter LV. Jr �s ,, t�.lA Date Florida Rstration # AR 17858 05 INT. COLUMN FOOTING 40 yRegratl'orn UG 1 1 2004 SCALE: 1/2" = 1'-011 1k. E Date # 48947 Ems His 5l_ol1 It 101_01l 51_m,l 3'-9,1 2116.1 T_611 2' W I, 3'-S" Tin N N In SEE 01/83.12 �n r SEE 01/53.12 SEE 01/53.12 N = io ll_611 T II_011 '1' II_011 Y 41 611 0 11_011 11 II_011 11_011 N 0 N B Q ,n M 2' 61l 11_a" .11 11 11_4" 21 611 1,_G11 21 611 II_p11 L 4'-2211 L 51-101, 4'-2211 ���.20'-0" PANEL ELEVATION Pi) SCALE: 1/4" = I' -Sall 2m1_0" 5'_011 101_011 51_011 3'_p11 2' 11 11_b" 2' b" 31_p11 N a rn A SEE 01/53.12 SEE 01/612 1 SEE 01/63.12 Y — a 41_611 4' 011 4'_011 ll_611 4 b I'-m11 11.011 Tr O �n �n v T 7 F- Ll PANEL ELEVATION SCALE: 1/4" = I' -call a H s �n cl s T N � 0 N IT-1 0" _011 6'_g11 ff O N O SEE 01/53.12 v N N 0 tYl �j 61_p11 J 21 611 4,_/111 f 21 611 .11_111 2 1m1_/T 11 1(/ V 61_811 V 411 J "s a PANEL ELEVATION SCALE: 1/4" = 1'-011 21_411 161_1111 151-8.1 N � _ 1 e N N � 9 _ N SEE 01/83.12 — m Q1_p11 V .1 p1_611 .I e I'_011 0 a+ hl 1.011 II'_511 6'-1011 0 p 9 0 O'1 r i- IIfC�I PANEL ELEVATION SCALE: 1/4" = 1'-011 d a TA N n1_11" Iml_011Id 10'_011 S ill v w N _1 In N 1'-0" 11_611 1'_011 11_b11 1'_O" 11.011 0 SEE 01/63.12 l,1 V. 0 ` SEE 01/53.12�]SEE 01/53.1?' io 0 5'_011 51.011 51.011 5, 011 N m e N m N v W v emu PANEL ELEVATION SCALE: 1/4" = 1'-0" 3'41 q 16'_1111 p p_I®11 JL f' 611 L IL'_411 Q� to .1000 a Tr 1 II 91_611 pl_bll •1 o e N SEE 01/53.12 =1 a N e B �n u� M C 0 a+ F_ PANEL ELEVATION 50A1LE: 1/4" = I'-m" TA N Is n bl•g" 131_4ll 51_5,1 I, 2, ,I I. I21_III W s J � ih N N LO 9 0 N SEE 01/63.12 a 12'-10" 0 11_011 N N 0 M M 1 r .H 0 'v V_,i L 41.211 PANEL ELEVATION SCALE: 1/4" = I' -call N Q M a O SEE 01/53.12 B N _ co = 9'-b" 91.611 N 11.011 A Tr � 9 �n ;n �n i- a� C wt I'-1011 „' 611 5'-II" 2' 611 T_3 11 NOTES P8 PANEL ELEVATION wea NEEI_SCHAFFER WCG/Neel-Schaffer, Inc. 1705 19th Place, Suite G-3 Vero Beach, Florida 32960 Phone: 772-770-4707 Fax: 772-7704640 www.neet-schaffer.com CA 9582 AA26000682 Consultants: Key Plan: Issues: No.: Date: Description: A 02.23.04 REVIEW B 03.03.04 REVIEW C 03.10.04 PER MEETING W/ WENDY BRANN D 03.29.04 PER MEETING E 04.16.04 PRICING 01 06.01.04 PERMIT 02 06.30.04 REVISION 01 03 07.29.04 CONSULTANT ISSUE — REVISIONS 04 08.09.04 REVISION 02 Project: Office Building DICKERSON OF FLORIDA N. 25TH STREET FT. PIERCE, FLORIDA Drawing Title: PANEL DETAILS Drawn: Issue Date: JDM 06.01.04 Checked: PWJ Approved: Scale: RJM O, A ED Project No.: Sheet No.: NN.01430.00 S3.10 THE ATTACHED PLANS HAVE BEEN DESIGNED FOR AND ARE IN CO WITH THE 2001 FLORIDA BUILDING CODE USING A IND VELOCITY OF 140 MPH. ENGINEERING DESIGN IS rERC'ONSTRUCTTON EEL-SCHAFFER, INC. AND IS SITE SPECIFIC AND NOT OUT THE AUTHORIZED SIGNATURE AND SEAL OF A 0,JEPROFESSIONAL ENGINEER. THESE NOTES ARE PART DOCUMENTS AND MUST BE READ AND ADHERED TO BY All APPLICABLE SUBS. DO NOT SCALE THESE DRAWINGS, USE FIGURED DIMENSIONS ONLY. IF A DISCREPANCY OCCURS. CONTACT WCG/NEEL-SCHAFFER INC. AT 772-770-4707 FOR CLARIFICATIONS. THESE DOCUMENTS TO WHICH I HAVE AFFIXED MY SIGNATURE AND SEAL WERE PREPARED BY ME AND/OR UNDER MY DIRECT SUPERVISION. THESE DOCUMENTS ARE INSTRUMENTS OF USE AND ARE PROTECTED BY THE COPYRIGHT LAW OF THE U.S. THEY MAY NOT BE REPRODUCED IN WHOLE OR PART WITHOUT WRITTEN PERMISSION OF THE ARCHITECT/ENGINEER. THE CERTIFICARON CONTAINED HEREIN APPLIES ONLY TO THOSE STRUCTURAL ELEMENTS COVERED UNDER THE 2001 FLORIDA BUILDING CODE. COPYRIGHT 0 2004, WCG/NEEL-SCHAFFER,INC. 81611 SEE Si4EET5 64.10-84.11 FOR STRUCTURAL INFORMATION ONLY SCALE: 1/4" = I'-m" Peter W. Jones, AIA Date Florida Re �ratlon # AR17858 UG 1 1 2004 Ri J. Me?'op iE Date F rida Rein # 48947 C- a 21_ III y_211 N 21_011 121_III N I'-0" g1_bll GI_gll V Q _ SEE 01/63.12 0 — :D in N e N e PANEL ELEVATION 31_I11 I'-1011 SCALE. 1/4" = I'_011 ISI-II" 111_III , 2' b" I. II_I011 r N N N LLl SEE 01/63.12 e e N = a g1 bll g 611 � II_m° iv e n B e in Ln M G Q° 7 V PANEL ELEVATION II'-d" � 2'•b" I'-10" SCALE: 1/4" = 1'-m'1 �( P10)) SCALE: 1/4" = 11-011 �P11' SG,41_E: 1/4'1 = I'-011 QP2 1� O O SCALE: I/4" = I'-O" ro N 121_$11 II ,_IT I—� e N 1 0 e N SEE 01/83.12 co II_mll N 0 it e e m �n G Q° V y P14)) PANEL ELEVA - � m SCALE: 1/4" = I'-011 I 2'-411 Ib'-II11 N m H to N e SEE 01/63.12 N in g�_g° g�_bIl 0 li_011 a n 9 e a, n V V i- i- PANEL ELEVATION SCALE: 1/4" = 1'-0" Ig'-II" 3'-I° Ib'-II11 I'-10" 2' vl WCrA Wz NEEm_SCHAFFER WCG/Neel-Schaffer, Inc. 1705 19th Place, Suite G-3 Vero Beach, Florida 32960 Phone: 772-770-4707 Fax: 772-770-4640 www.neel-schaffer.mm CA 9582 AA26000682 Consultants: Key Plan: Issues: No.: Date: Description: A 02.23.04 REVIEW B 03.03.04 REVIEW C 03.10.04 PER MEETING W/ WENDY BRANN D 03.29.04 PER MEETING E 04.16.04 PRICING 01 06.01.04 PERMIT 02 06.30.04 REVISION 01 03 07.29.04 CONSULTANT ISSUE — REVISIONS 04 08.09.04 REVISION 02 Project: Office Building DICKERSON OF FLORIDA N. 25TH STREET FT. PIERCE, FLORIDA Drawing Title: PANEL DETAILS Drawn: Issue Date: JDM 06.01.04 Checked: PWJ Approved: Scale: RJM A01 A ED Project No.: Sheet No.: NN.01430.00 S3.11 THE ATTACHED PLANS HAVE BEEN DESIGNEDD FOR AND ARE IN COMP CE WITH THE 2001 FLORIDA BUILDING CODE USING A I M WIND VELOCITY OF 140 MPH. ENGINEERING DESIGN IS C® G/NEEL-SCFIAFFER, INC. AND IS SITE SPECIFIC AND NOT V WITH THE AUTHORIZED SIGNATURE AND SEAL OF A REG RED PROFESSIONAL ENGINEER. THESE NOTES ARE PART OF CONSTRUCTION DOCUMENTS AND MUST BE READ AND ADHERED TO BY ALL APPLICABLE SUBS. DO NOT SCALE THESE DRAWINGS, USE FIGURED DIMENSIONS ONLY. IF A DISCREPANCY OCCURS. CONTACT WCG/NEEL-SCHAFFER INC. AT wt 772-770-4707 FOR CLARIFICATIONS. THESE DOCUMENTS TO WHICH I HAVE AFFIXED MY SIGNATURE AND SEAL WERE PREPARED BY ME AND/OR UNDER MY DIRECT SUPERVISION. THESE DOCUMENTS ARE INSTRUMENTS OF USE AND ARE PROTECTED BY THE COPYRIGHT LAW OF THE U.S. - THEY MAY NOT REPRODUCED WHOLE OR PART WITHOUT WRITTEN PERMISSION OF THE ARCHITECT/ENGINEER. TECT/ENGINEER. THE 5'-II" 2' 6" I'-10" CERTIFICATION CONTAINED HEREIN APPLIES ONLY TO THOSE STRUCTURAL ELEMENTS COVERED UNDER THE 2001 FLORIDA 3'-1° BUILDING CODE. COPYRIGHT O 2004. SEE SHEETS WCG/NEEL-SCHAFFER,INC. 84.I0-S4.11 FOR STRUCTURAL -- — -- INFORMATION Peter W. iones, AlA Date PANEL ELEVATION ONL`I' Florida rt ra#ion ; AR17858 P16 SCALE: 1/4" = 1'-0" UG 1 1 2004 R' J. Mel ion, PE Date F orida Registration # 48947 N N N m 1 e li_011 C° e n s o m �n T B 6° r i— =a 5 i 11 i 91 v F- 19'-111, 161-1111 3,_111 mg 1 s �n ' N I, SEE 01/63.12 A = N 91_61, 1_/ I, p[J .! IA 11_011 e 0 =v PANEL ELEVATION SCALE: 1/4" = I'-011 NOTES: SEE SHEETS 84.10-84.11 FOR STRUCTURAL INFORMATION ONL`r I z F a 6 C F C 9 =v r 16'-111, 151-8" 2'-4" m J 1 9 lV SEE 01/53.12 J N a all a 07 V i- P1 PANEL ELEVATION SCALE: 1/4" = I' -Of' Oi TILE DETAIL DECORATIVE TILE REC)=SS (TILE 5 ' OWNER) SCALE: P = 1'-0" worm ifs NEEIeSCHAFFER WCG/Neel-Schaffer, Inc. 1705 19th Place, Suite G-3 Vero Beach, Florida 32960 Phone:772-770-4707 Fax:772-770-4640 vAm neel-schaffer.com CA 9582 AA26000682 Consultants: Key Plan: Issues: No.: Date: Description: A 02.23.04 REVIEW B 03.03.04 REVIEW C 03.10.04 PER MEETING W/ WENDY BRANN D 03.29.04 PER MEETING E 04.16.04 PRICING 01 06.01.04 PERMIT 02 06.30.04 REVISION 01 03 07.29.04 CONSULTANT ISSUE — REVISIONS 04 08.09.04 REVISION 02 Project: Office Building DICKERSON OF FLORIDA N.25TH STREET FT. PIERCE, FLORIDA Drawing Title: PANEL DETAILS Drawn: Issue Date: JDM 06.01.04 Checked: PWJ Approved: Scale: RJM A ED Project No.: Sheet No.: NN.01430.00 S3.1)2 THE ATTACHED PLANS HAVE BEEN DESIGNED FOR AND ARE IN COMPLIANCE WITH THE 2001 FLORIDA BUILDING CODE USING A MAXIMUM WIND VELOCITY OF 140 MPH. ENGINEERING DESIGN IS BY WCG/NEEL-SCHAFFER, INC. AND IS SITE SPECIFIC AND NOT VALID WITHOUT THE AUTHORIZED SIGNATURE AND SEAL OF A REGISTERED PROFESSIONAL ENGINEER. THESE NOTES ARE PART OF THE CONSTRUCTION DOCUMENTS AND MUST BE READ AND ADHERED TO BY ALL APPLICABLE SUBS. DO NOT SCALE THESE DRAWINGS, USE FIGURED DIMENSIONS ONLY. IF A DISCREPANCY OCCURS, CONTACT WCG/NEEL-SCHAFFER INC. AT 772-770-4707 FOR CLARIFICATIONS. THESE DOCUMENTS TO WHICH I HAVE AFFIXED MY SIGNATURE AND SEAL WERE PREPARED BY ME AND/OR UNDER MY DIRECT SUPERVISION. THESE DOCUMENTS ARE INSTRUMENTS OF USE AND ARE PROTECTED BY THE COPYRIGHT LAW OF THE U.S. THEY MAY NOT BE REPRODUCED IN WHOLE OR PART WITHOUT WRITTEN PERMISSION OF THE ARCHITECT/ENGINEER. THE CERTIFICATION CONTAINED HEREIN APPLIES ONLY TO THOSE STRUCTURAL ELEMENTS COVERED UNDER THE 2001 FLORIDA BUILDING CODE. COPYRIGHT a 2004, WCG/NEEL-SCHAFFER,INC. Peter W. cones, AIA Dat? Florida Registration # AR i 7858 1 1 2004 Rik J. Mellpori, PE Date Florida Registration # 48947 5 I;AIR PIN BAR C 8"1 CAGE (4) 5 VERTICAL BARS WITH 03 STIMIII a 8" O.C. 5 BARS • 18" O.C. HORIZONTAL 5 BARS a 8" OG.vERTICAL WALL SECTION 0 03/64.10 03/S4.10 01/.4d In II" 151-51, _2'1 2.416 08/54.10 7 08/64.10 03/54.10 �08/54.I0 C EJ SEE 63.12 SEE 63.12 11_m1 2 0 SEE 63.1 03/54.10 D 1 03/54.10 S4.10 01 141.41 11.5" 21_g1 8"XI1" CAGE (4) 5 VERTICAL J BARS WITH 0 3 STIRRUPS a 8" O.G. PANEL SECTION IS' -II" 11.511 , 4'-1 4'.0" 41-0" J 4'-0" 2'-b" 08/84.10 03/54.10 03/64.10 03/54.11 08/54.10 101 "f! 08/54.10 � 08/54.10 SEE 6312 /\ Y M 8"XI8" CAGE (4) 5 VERTICAL BARS WITH 0 3 STIRRUPS a 8" O.C. PANEL SECTION SCALE: 1/4" = 1'-m" Fnp SCALE: I/4" = 1'-OIL / - 41 _m 1 41.011 4' -011 4' 41 C C C C _4- 03/64.10N 03/54.10� �03/54.10 = 9" 11 It, 2'-b" 08/64.10 08/54.10 _ 08 4.10 08/54J N 03/ 6l SEE 53.12 03/54.10 v 11_011 9 _ 0 9 `F 03/64.10 bn H 03/54.1 9 v Q' 03/84.10 b a v N a+ � `81 CAGE (4) 5 VERTICAL BARS WITH • 3 STIRRUPS a 8" O.C. PANEL SECTION P6)) SCALE: 1/4" = I'-(d" 5 BARS a 18" O.C. HORIZONTAL 5 BARS a 8" O.C.VERTICAL SIXI8" CAGE (4) 5 VERTICAL BARS WITH 0 3 STIRRUP5 a 8" O.C. SCALE: 1/2" = I' -Of' 04/54.10 - - 0IcOf�-ma/4dla IQ'_IN� 21_GII 11_p11 41_011 .11s 1_/_0 41_011 0 4'-0 3If q ry•1 C C 03/84.10 03/54.10� 03/54.10 _ o- 08/84.10� 08/54.10 m8/s41m� m c 03/S4.10 sEE S , 2'-SI1 N all t4 f PANEL SECTION SCALE: 1/4'' = I'-011 VI CAGE (4) 5 VERTICAL. BARS WITH 0 3 STIRR n a 8" O.C. TA� SIXI8" CAGE (4) 5 VERTICAL BARS WITH • 3 STIRRUPS a 8" OG. O2 WALL SECTION 11.511 21_/_ I 2i4" L �J T l'_ml Ii_m " II_pll 2'-II'1 T V II_III � 03/84.10 03/54.10 03/54.10 08/84.10�08/S4.10�-0 /54.10 0 SEE 63.12 51_m11 1_0l 03/54.1 03/S4.10 /54.10 03/PP4.10 /54.10 08/64.10 .10 e SEE 8312 ❑ 53.12 HE V-0" 2'-1 10-111 8111 CAGE (4) 5 VERTICAL 8"X24" CACs .... _. .__ .. _ YGRI I N1 BARS WITH 0 3 STIRRUPS a all O,C, BARS WITH 3 STIRRUPS a g" O.C. PANEL SECTION � PANEL SECTION P3 f a 5 BARS a 18" O.C. HORIZONTAL 5 BARS a 8" O.C.vERTICAL 5 BARS a 1811 O.C. HORIZONTAL 5 BARS a 9" =VERTICAL 8"X24" CA51E (4) 5 VERTICAL BARS WITH 0 3 STIRRUPS a 8" O.C. SCALE: 1/2" = I' -fall 1'_8" 1111 4'-0" 41_Y 11 41 0n 41-011 Iln p L 03/ 03/54.10 L 08/54.10 �-OSA4.10 r 03/54.10 21.211 �m3/S4.Im N �08/64.10 11,_Im,1 E�03/54.10 08/54.1 r _ m N u) J N7� V 8"I CAGE (4) 5 VERTICAL, BARS WITH 0 3 STIRRUPS a 8" OC. Po PANEL SECTION SCALE: I/4" = I'-m" SCALE: 1/4" = I' -Tall 2 1211 2 1211 2 2- 2 12" 2 12" b" 51 C v C 7I,Sl� m 51 k ,t r 0 - ;F V' 10" I Al S 10" /411 (4) 3/411 DIA. X VI S NOTE, l4) 3/4" DIA X 5" LOW HEADED STUDS (4) 3/4" pIA X 5" LOCATION PER BAR LONG HEADED STUDS LONG HEADED STUDS JOIST "+'T. SPECS. EMBED PLATE "An EMBED PLATE "B" EMBED PLATE ACC 03 SCALE: I/2" = 1'-fZJ" 0 SCALE: I/2" = 1'_/TII OS SCALE: 1/2" = I' -sal' 10�_an BARS WITH "3 STIRRUPS a 8" O.G. BARS WITH 3 STIRRUPS a 8" OC. P5 PANEL SECTION SCALE: 1/4" = I' -fall NOTE&: 11_/_ II 111_pll G 03/S4.10 314[_ 4'-0" 4'-011IL 03/54.10 0 m/s41m =1 N El /54.1 03/54.10 ma/s41m m SEE 63.12 v 0 v rr, MAT STEEL m3/S4.Im S EARS bl 18" O.C. HORIZONTAL "5 BARS 8" O.C. VERTICAL ENTIRE FIELD EACH FACE SEE SHEETS 53.10-83.30 FOR 03/54.10 ELEVATION INFORMATION ONL `I' 03/54.10 10 3/4" b / 03/S4.10 21/21, Q L212" f/54.10 07 FLOATING ANGLE SCALE: 1/2" = I' -Tall 2 I!L" VVI 11 CAGE (4) 5 VERTICAL BARS WITH • 3 STIRRUPS a 8" O.G. P9 PANEL SECTION NOTE: INSTALL ANGLE s 48" OGE1U VERTICAL (REFER TO $4.10 FOR LOCATIONS) IMBED PLATE "B" - L IMBED PLATE "B" L 1034"X1"X%'IANGL.E (SEE 0VA4.10) 06 TYP. PANEL TO PANEL CONN. DD FLOATING ANGLE b"Xb°X}" WELD IN PLACE AFTER PANEL INSTALLATION WCG kk NEELmkSCHAFFER WCG/Neel-Schaffer, Inc. 1705 19th Place, Suite G-3 Vero Beach, Florida 32960 Phone:772-770-4707 Fax:772-770-4640 www. peel-schaffer. oom CA 9582 AA26000682 Consultants: Key Plan: Issues: No.: Date: Description: A 02.23.04 REVIEW B 03.03.04 REVIEW C 03.10.04 PER MEETING W/ WENDY BRANN D 03.29.04 PER MEETING E 04.16.04 PRICING 01 06.01.04 PERMIT 02 06.30.04 REVISION 01 03 07.29.04 CONSULTANT ISSUE - REVISIONS 04 08.09.04 REVISION 02 Project: Office Building DICKERSON OF FLORIDA N. 25TH STREET FT. PIERCE, FLORIDA Drawing Title: PANEL SECTIONS Drawn: Issue Date: JDM 06.01.04 Checked: PWJ Approved: Scale: RJM 0� A ED Project No.: Sheet No.: NN.01430.00 S4, 0 m. SCALE: 1/2" = I'-011 THE ATTACHED PLANS HAVE BEEN DESIGNED FOR AND ARE IN COMPLIANCE WITH THE 2001 FLORIDA BUILDING CODE USING A MAXIMUM WIND VELOCITY OF W MPH. ENGINEERING DESIGN IS BY WCG/NEEL-SCHAFFER. INC. AND IS SITE SPECIFIC AND NOT VALID WITHOUT THE AUTHORIZED SIGNATURE AND SEAL OF A REGISTERED PROFESSIONAL ENGINEER. THESE NOTES ARE PART OF THE CONSTRUCTION DOCUMENTS AND MUST BE READ AND ADHERED TO BY ALL APPUCA13LE SUBS. DO NOT SCALE THESE DRAWINGS, USE FIGURED DIMENSIONS ONLY. IF A DISCREPANCY EMBED PLATE "A" OCCURS.CONTACTAFFER INC. AT n OR CLARIFICATIONS. THESE DOCUMENTS TO WHICH 1 HAVE AFFIXED MY SIGNATURE AND SEAL WERE PREPARED BY ME AND UNDER MY DIRECT SUPERVISION. THESE DOCUMENTS ARE INSTRUMENTS OF USE 'a. BUTYL ROD BACKING AND ARE PROTECTED BY THE COPYRIGHT LAW OF THE U.S. THEY MAY NOT BE REPRODUCED IN WHOLE OR PART WITHOUT AND COMPRESSIBLE WRITTEN PERMISSION OF THE ARCHITECT/ENGINEER. THE SEALANT CERTIFICATION CONTAINED REIN APPLIES ONLY TO THOSE a. STRUCTURAL ELEMENT CRED UNDER THE 2001 FLORIDA �F1lE 05 CORNER EMBED PLATE SCALE: 1/2" = 1'-0" Peter W. Jones, AIIA Date Florida Re ation # AR 1 7858 AUG 1 1 2004 Rita Melchi i, PE Date Flo Ida Regis ation # 48947 If>I 11 G/r111 02/64.1 02/64.II 02/54.11 II"6 5,1 a 05/51.11 91.01. 2,_101, N 02/54.11 02/54JI 02 54.11 1/64.II ,/ 54.11 iyn 0/54.11 SEE 830.2 II" 4'-5" 4'.011 4.II1.011 20_81/n P02/S4.11 P, /54,11 � 2/84.11 2/5 S4JI �01�a 4.11 /54.11 01/54.1 01/54.11 0, .II 01/54.11 N M P1O PANEL SCALE: 1 411 Ig1_.A 11 s N Iw1_II I/ell 02/84.11 02/S4.11 5/51.11 02/64.11 02/64.11 4,_011 Y N 01 � V 02/8 .11 OU54• 01/ .II� �n SEE $3.12 11_4n 41_0n 41_011 3' 1° 41_01, 31_I1, 11, P02/54.11 4 02/S4.11 r}'� jrP-'�02/UM P01/64 1 L 01/54.11 4L L 01/64.11 r7P-'�'02/84JI rjP02/64JI L 01/54.11 L 01/54.I1 u� in N ,n 1011 02/54.11 02/54.11 I'll 4'-0" Q, 41_01, 41_011 41_0" 11_411 02/54.uy it 0U I J P 01/54.11 0,/54.11 SEE S3.12 a� - m N 03/84.10 Ib'-II" I'-4" 8"XI2" CAGE (4) 5 VERTICAL J ' -0" BARS WITH • 3 STIRRUPS a 8" O.C. 8"XIb" CAGE (4) 5 VERTICAL, BARS WITH 0 3 STIRRUPS a 8" O.C. P1 PANEL SECTION J SCALE: 1/4" = 1'-0" 5 BARS a IS" O.C. HORIZONTAL 5 BARS • all O.C.V 8"X12" CAGE (4) 5 VERTICAL BARS WITH 3 STIRRIUPS a 8" O.G. 01 WALL SECTION t% KT tiW3F \Y/ ".7 YCICIIL..NL BARS WITH • 3 STIRRUPS a 8" O.C. BARS WITH 3 STIRRLIPS a 8" O.C. nnP1PANEL SECTION 5CAL3=: 1/4" = V_OH 21, 211 b„ 5" 21/2" 21/211 N C _ 5n 60 1 IIF5 BARS a 18" OC. HORIZONTAL 10 5 BARS a allO.C.VERTICAL C 10" g/41, (4) 3/411 DIA X 5" _ LONG HEADED STUDS (4) 3/411 DIA X 5" LONG HEADED STUDS sCALE: I/2" = I'_mll ggBED PLATE "A" *MBED PLATE "B" E.1/2 SCA , ..' 1/2 = 1 m IGI_II 1/All 02/64.11 02/64.11 05/S1Jf 14'-O" b'-0" for 11_5n 1_2n 31_911 41_0n 41_mn it 3,_gn 11_In t .11-9 02/84.11 Q 02/84.11 q\FOI/84.11 02/54.11- 01/64.11 /64,11 v II" 4'-0" 2'- `r��4'-0" 02/64.11 02/54.1102/64,11-' K02)/Il 44'-0"4fill 4 4 4 01/54.11 01/84.119 1/54JI 0 /54JI 02/84.11-' 02/64.119 4 4 01/64.119 01/64.11 41_01, 4,_ml,' 11_p,l 21_p11' J Q1�J a 01/S4.11-1 IT_2n 01/64.11 ❑ 0 54.11 21_p11 .J I_211 2'-0" 31_411 1 N SEE 53.12 ❑ lege� 11_511 IGI_311 Iv>ao" CAGE (4) (5 VERTICAL, $11)(2411 CAGE (4) 5 VERTICAL BARS WITH • 3 STIRRUPS • 8" O.G. BARS WITH 3 STIRRUPS a 811 O.C. (nP1 PANEL SECTION 21n" 21/211 C m 5" biT N r 10" /4n C NOTE: (4) 3/411 DIA X 5" LOCATION PER BAR LONG HEADED STUDS JOIST I`m, SPECS. g;MIBED PLATE "C" SCALE: 1/2" = I'-m" d FLOATMG ANGLE b"Xb"X#" WELD IN PLACE AFTER PANEL INSTALLATION IS' -II I/4" 02/54JI 01/54.11 05/S,.II 02/84.11 01/S4.11 II'-41' 81_w,1 02/ ,II Q1 � N 01/54.11� 01/6 .II 01/54.11� v SE 83J1 31_I11 41_0113.111 1_ 11 41_011 I,_4n 1n� `02/84.II P 02/ .II 02/ 11 02/54.11 `01184.11 `0, ll �01/ II �01/ .I �0 m N N s a SCALE: 1/4" 1'_011 PM I4_II ktan 02 54.11 11_p11 05/81JI J1.4n Qr N 02/54JI P 02/64.11 J v 9 SEE 63.12 21.8,1 41_m,1 4,_ 11 41_011 41_01, 11_4,1 9 4 02/54.11� 02/54.11 02/54.11 `01/54,11� `j� r1�� `01/64.11 `01 a �n N 1 02/64.11 `r N m v P14 4'-0" 1, 4'-0" 4--0" 41_OII 21_9n 02/64,11 P -1�p 01/84.11 02/64.11 -,,'p POz/s4.0 01/64.11 L 1/54. 0 02/64.11 SEE $3.12 0 0 N 0 _ 0 m ;n a0, m 181.311 8"XI2" CAGE (4) 5 VERTICAL p_011 BARS WITH 0 3 STIRRUPS P18 PANEL SECTION SCALE: 1/4" = 1'-0" EMBED PLATE "A" d BUTYL ROD BACKING AND COMPRESSIBLE SEALANT O '% CORNER EMBED PLATE SCALE: 1/2" = 1'-0" SCALE: 1/4" = 1'-0" 02/64.11 164JI 'S4.11 64.11 Of .*-Y EIZE--011 Wca NEEL_SCHAFFER WCG/Neel-Schaffer, Inc. 1705 19th Place, Suite G-3 Vero Beach, Florida 32960 Phone:772-770-4707 Fax:772-770-4640 www. peel-schaffer.com CA 9582 AA26000682 Consultants: Key Plan: Issues: No.: Date: Description: A 59 9:3 O4 RF\/IF'1A/ B 03.03.0 -REVIEW C 03.10.04 PER MEETING W/ WENDY BRANN D 03.29.04 PER MEETING E 04.16.04 PRICING 01 06.01.04 PERMIT 02 06.30.04 REVISION 01 03 07.29.04 CONSULTANT ISSUE - REVISIONS 04 08.09.04 REVISION 02 Project: Office Building DICKERSON OF FLORIDA N. 25TH STREET FT. PIERCE, FLORIDA Drawing Title: PANEL SECTIONS Drawn: Issue Date: JDM 06.01.04 Checked: PWJ Approved- Scale: RJM 01"lI,A ED Project No.: Sheet No.: NN.01430.00 S4., THE ATTACHED PLANS HAVE BEEN DESIGNED FOR AND ARE IN COMPLIANCE WITH THE 2001 FLORIDA BUILDING CODE USING A MAXIMUM WIND VELOCITY OF 140 MPH. ENGINEERING DESIGN IS BY WCG/NEEL-SCHAFFER, INC. AND IS SITE SPECIFIC AND NOT VALID WITHOUT THE AUTHORIZED SIGNATURE AND SEAL OF A REGISTERED PROFESSIONAL ENGINEER. THESE NOTES ARE PART OF THE CONSTRUCTION DOCUMENTS AND MUST BE READ AND ADHERED TO BY ALL APPLICABLE SUBS. DO NOT SCALE THESE DRAWINGS, USE FIGURED DIMENSIONS ONLY. IF A DISCREPANCY - 10 3/411 OCCURS, CONTACT WCG/NEEL-SCHAFFER INC. AT 772-770-4707 FOR CLARIFICATIONS, b" THESE DOCUMENTS TO WHICH I HAVE AFFIXED My SIGNATURE AND SEAL WERE PREPARED BY ME AND/OR UNDER MY DIRECT SUPERVISION. THESE DOCUMENTS ARE INSTRUMENTS OF USE AND ARE PROTECTED BY THE COPYRIGHT LAW OF THE U.S. 2 1/211 �i THEY MAY NOT BE REPRODUCED IN WHOLE OR PART WITHOUT 511 WRITTEN PERMISSION OF THE ARCHITECT/ENGINEER. THE NOTE: INSTALL ANGLE a STRUCTURAL C ELEMENTSOVERHEREIN UNDER THE 2001 FLORIDA or 48" O.CEIU VERTICAL ° o o 2 I/2"-SCHAFFER,INC. (REFER A IONS FOR b" LOCATIONS) IMBED PLATE 11p11 IMBED PLATE 11p1, 2 IR" V Vr'r`/. Jon AIA Date (SEE Ilion 9 ARi 7858 TYP. PANEL TO PANEL CONN. FLOATING ANGLE AUG 1 1 2004 D5) 5CALE: 1/2" = 1'-m" 06 SCALE: 1" 1'-011 el on PE Date Florida Registration # 48947 SEE S7.10 weem NEEIL1111111tiSCHAFFER a P a r 3 T77 f—Ol/S7.11 1 .1 I 19'-11 5/8" 19'-11 1/4� 1 19'-11 1/4" 1 19'-11�1/4" 19'-11 5/8" l'-4" P14 I I'-m' I P13 I 1' s' I P12 I m P11 I P10 1'-4° 4'_0" 4'_0" 4,_0n 3'-0" 1 4'_ ,i 4'_0" 1 ,_0,i V-7 14'_0" L.4'-0' 4n 4 _0ii ,_2, mn 3,_mn 0n 4'_0" 3 _T" 1 4,_m" 4'-0" L. 0u 1 3'_0n 4'_O" 4 _D" 41_01 II II II II I II 1 I1 IIIIII I III II III: II II I II II II II � ;II II II I OP11T-O CEN II II - ALL :' ENGINE �III ":IITI IIIIIII - II II II I. II II II II Q AIII $TEE BR MAY E IICONTOR ITDRAWL TO IOF OR To TI%) IIII " (1II�II bII O33 I �1III1III1III �S71 8III{III e N o STTC ,�S7.� I 11 III " I21 " X3 3}3ST W21 500ST "X3"S DI(I3�9I \I (2) 3 "X IIIIII II�II IIII IIdIII IIIIII C IIII IIII �, IIII 1I1 ST50 III /1IIII nI 21 1W111 X5 W250 �21X� ❑IIIII '- I 1 2 TC 3" �II{II� ... ... .. I1-� I1 I I1 ® 11 (2)/Iyn X31 " rf� WLIX50 X2 9 1 I 1G 126 1 I I 1 1 I 1 1 - STW I .. .. 9 r. j] 3� ���yyyppp (2.���{II I�3 XV I ( ) 3 " (2 S ---=-r�J 1 1 1 1^2) 3b 3" V S C ., i=--- ST( I -. ( ) 3 " " C W12X14 4'-0' 4'-0" T-6' 4'-0- 4'-0" 4' 0" 4'-0" '-(, 4'_0" '-0" 4,-0" -01. 4'_0" 4'-0" '_2' W21X50 I I '' 1'-b" III '_.......:. ....... , ...... n 111 I I.8 21X50 1 W21X50 1 O S7.11 W12X14 W21X5 W21X 0 11 W1 X14 W21 50 _ r � 61- ° 11 W12X14 I ................... (OPTIONAL STEEL BAR i I AR JOIST AT BE USED) (OPTIONAL STEqVX4"STC " Q' 4"X4"STC JOIST MAY BE) "X4" TC "X4"STC W12X14 W12X1 I W12X14 j W12.14 (OPTIONAL STEEL B (OPTIONAL EL BAR (OPTIONAL S EL BAR (OPT( STEEL BAR JOIST MAY BE USED) JOIST MAY USED) JOIST MAY BE USED) JOIST M Y BE USED) - 1 06/S7.1 1 06/S7.1 7,06/S7.11 I I I 1 _ i� 1 O FI II 1 I I � II III I I I 1 1 111 Go ' I DO r I I N I 111 1 1 III )14 (L rn 4L E : pAR II� 9T A BE USE = COI 1MAY III I I I I I I �111 I I I I fL 21'-31' 11 I I P1 I I P2 I P3 1 P4I I P5 19'-11 5/8" 19'-11 1/4" I----T9`=11--1 14------ I 19'-11 l/4" 19'-11 5/8" 11) I I I 2 4 I I 5 J (81 01 SECOND FLOOR - FLOOR FRAMING PLAN 1X OR 2X P.T. BUCKS TIP. WINDOW OPENING PT BUCKS FOR WINDOWS AND DOORS 1X OR 2X P.T. BUCKS TYP. 1.) INSTALL 3/16- DIAMETER SELF TAPPING CONIC, ANCHORS SIX (6) INCHES MAX FROM ENDS ,. DOOR OPENING „ AND 12- ON CENTER MAX WITH 3le MIN. EMBED. 2) FOR FASTENING WINDOWS AND DOORS TO SUBSTRATE (SEE MANUFACTURERS SPECIFICATIONS) WINDOW AND DOOR ANCHORING FOR CONCRETE NOTE: (THESE REQUIREMENTS APPLY WHEN WINDOW/ DOOR MANUFACTURERS FASTENING METHOD IS NOT SPECIFIED) SCALE: N.T.S. FRAMING NOTES DE M oRffERA t ANCHORB ALL ANCHORS SPECIFIED ARE BY SIMPSON STRONG TIE. NAILING SHALL BE PER MF R. SPECS, P. FLOOR J018r BYS M 18 GA (0.414" NOMINAL. THICKNESS) EPICORE COMPOSITE FLOOR DECK SYSTEM OR APPROVED EQUAL W/ 5 1/2" DEPTH LT. WT. CONCRETE W/ W.WF. bXb XW2.9XW2.S LH SERIES (WLCRAFT STEEL JOIST OR APPROVED EQUAL)18" DEEP MAXIMUM (SEE PLAN FOR SPACING) FOR ANC14ORNG REFER TO 01/5111 3. ROOF JOIff 811ISM FOR ANCHORING REFER TO 02i06/S1.II 4 FRAMNO INTERIOR FRAMING TO BE LIGHT GAUGE METAL STUD FRAMING REFER TO 02/55.10 FOR INTERIOR DOORS AND WINDOWS & DESIGN LOAGB, TC LIVE 20 PSF ROOF: TC DEAD 11 PSF BC DEAD 10 Pi TC LIVE 125 PSF FLOOR TC DEAD 100 PSF BC DEAD 10 PSF WIND LOAD 130 MPH. ALLOWABLE SOIL BEARING CAPACITY 2000 PSF ALL COMPONENTS AND CLADDING MUST BE RATED FOR 140 MPH PER THE 2001 FLORIDA BUILDING CODE. I. BASIC WIND SPEED: 130 MPH 2. IMPORTANCE FACTOR: 1.0 STRICTURE) TABLE III FLORIDA BUILDING CODE 2001 EDITION. 3. BUILDING CATEGORY II 4. WIND EXPOSURE CATEGORY: B-MAINLAND (SECTION 1606.1 B FLORIDA BUILDING CODE 2001 EDITION). 5. INTERNAL PRESSURE COEFFICIENT: (SIMPLIFIED WIND LOAD COEFFICIENTS GCP ALL ANGLES). INTERIOR ZONE 0.18 FOR ENCLOSED, AND 055 FOR PARTIALLY ENCLOSED BUILDING. ENCLOSED BUILDING OPENINGS ARE PROTECTED FROM FLYING DEBRIS BY SHUTTERS OR IMPACT GLASS. b. DESIGN WIND PRESSURE: COMPONENT AND CLADDING " 45 PSF. HEADER SCHEDULE 2 X STUD CONTINUOUS TO TOP PLATE _I6d SPIKES 0 12" O.C. STAGGERED 2 - 2 X STUDS UNDER HEADER - CONTINUOUS LINTELS WITH OPENINGS (GLUED AND NAILED LARGER THAN 5'-0" WHEN USING PLYWOOD FLITCH) BEARING WALL NON -BEARING OPENING WIDTH OR WALLS SHEAR WALL O.-O" to 3'-0" 2- 2 x 6's 2- 2 x 4's 3'-1" to 5'-0" 2- 2 x 10's 2- 2 X b's 5'-1" to 1'-01, 2- 2 x 12's 2- 2 x 8's 2 - 2 X 12 1'-1" to 9'-O" PLYWOOD 2- 2 x 12's FLITCH HEADER NOTES: I. USE HEADER SIZES ABOVE UNLESS OTHERWISE NOTED CN FRAMING PLAN 2. PRIMARY FRAMING (BEAMS, GIRDERS, ETCJ WERE SIZED USING: IWO "Fb" EXTREME FIBER IN BENDIWi (SINGLE) 90 Tv" HORIZONTAL SHEAR IloE "E' MODULUS OF ELASTICITY 3. JOISTS, RAFTERS, LINTELSETC. WERE SIZED USING: 1200 "Fb" EXTREME FIBER IN BENDING (SINGLE) 90 "Fv" HORIZONTAL. SHEAR I/PE "E" MODULUS OF ELASTICITY SCALE: 1/5" = I'_011 �oPv WCG/Neel-Schaffer, Inc. 1705 19th Place, Suite G-3 Vero Beach, Florida 32960 Phone:772-770-4707 Fax:772-770-4640 www. neel-schaffer. GGm CA 9582 AA26000682 Consultants: Key Plan: Issues: No.: Date: Description: A 02.23.04 REVIEW B 03.03.04 REVIEW C 03.10.04 PER MEETING W/ WENDY BRANN D 03.29.04 PER MEETING E 04.16.04 PRICING 01 06.01.04 PERMIT 02 06.30.04 REVISION 01 03 07.29.04 CONSULTANT ISSUE — REVISIONS 04 08.09.04 REVISION 02 Project: Office Building DICKERSON OF FLORIDA N. 25TH STREET i FT. PIERCE, FLORIDA Drawing Title: SECOND FLOOR FRAMING PLAN Drawn: WWWWWWWWW Issue Date: JDM 06.01.04 Checked: PWJ Approved: Scale: RJM 02 AS NOTED Project No.: NN.01430.001 7S5"010 THE ATTACHED PLANS HAVE COMPLIANCE WITH THE 2001 MAXIMUM WIND VELOCITY OF BY WCG/NEEL-SCHAFFER, INC. AND IS SITE SPECIFIC AND NOT VALID WITHOUT THE AUTHORIZED SIGNATURE AND SEAL OF A REGISTERED PROFESSIONAL ENGINEER. THESE NOTES ARE PART OF THE CONSTRUCTION DOCUMENTS AND MUST BE READ AND ADHERED TO BY All APPLICABLE SUBS. DO NOT SCALE THESE DRAWINGS, USE FIGURED DIMENSIONS ONLY. IF A DISCREPANCY OCCURS, CONTACT WCG/NEEL-SCHAFFER INC. AT 772-770-4707 FOR CLARIFICATIONS. THESE DOCUMENTS TO WHICH I HAVE AFFIXED MY SIGNATURE AND SEAL WERE PREPARED BY ME AND/OR UNDER MY DIRECT SUPERVISION. THESE DOCUMENTS ARE INSTRUMENTS OF USE AND ARE PROTECTED BY THE COPYRIGHT LAW OF THE U.S. THEY MAY NOT BE REPRODUCED IN WHOLE OR PART WITHOUT WRITTEN PERMISSION OF THE ARCHITECT/ENGINEER. THE CERTIFICATION CONTAINED HEREIN APPLIES ONLY TO THOSE STRUCTURAL ELEMENTS COVERED UNDER THE 2001 FLORIDA BUILDING CODE. COPYRIGHT O 2004, WCG/NEEL-SCHAFFER,INC. Peter'R(. Jones, A!A Date Florida R3adstration ft ARi7858 AUG 1 1 2004 Rrck J. Meldiori, PE Date Florida Registration # 48947 L o-- o-- 01 SEE S7.10 3 J T 6 9'-11 1/4" 1 I 19'-11 5/8" 1 19'-11 1/4" 1 19'-11 1/4" 19'-11 5/8" I P14 I 1'_2' I P13 1,4 „ I P12 I P11 10„ I P10 v16'-4" 4'- " 4'-0" 4'-0" 4'-0" 4'-0" d'- " 3'-9" 4'-0" 3'-S, 0" 4'-On 4'-0" 4'-0" 4'-0" , 0" I I IIII I I I I I lIl 11 11 11 1I1I 1 11 I 11 111 W12X14 III II II II II II II II II II II II II (IIII 18X I I 2X 1A (OPtlO71 AL STEEL BAR (4fpTIONAL TEEL B 1 1 V 0 V' V 0 B Iri 1 STEEL AR 1 JOIST MAY BE USED) J l i MAY USED y 1 111 III l IST MA BE USE I I @ °J r .'4 r ° 08S111.11 11II II 3"X3"STC I I N 3"XSTC Jill �" "}{ I I IIII I I I I I I I I I 111 I— __ W1 50 I X3 }�. TC 1 I 1 1 " I " I 1 13"X3STC IIII 3 3 SlL " OW W18X35 _ I X ST 18X O ' ' ' W18X35 8� fl 1- 1-�1=ZG,2X- 1 -1 1 v dOPTIONAIJ STEEL BAR I I I I I' , 1ri A1;' .1 i l I I W1835 I - - — - - - - AC- - - I I JOIST MAY USETJI) III I II ' - a co a r11:02 3"X3"STC ® �N,2 4 , W12X14 _ _ (OPTI STEE BAR I (OPTIONAL STEEL BAR -- �''�L_ _11JOi'JT1'1 �..11L_J.l1�_1 1L_LL- __— 0 v „ _ -- A a 3"X3" � 3"X TC� 3"X�I"ST�J "X31$TC � e C 6 0 O I II II II 1,11 II II II �- 3"X3"S C 1I1 � AC A, 11 1 11 I 3"X3"STC- 11 1 1 1 NI1 3"X3"STC C-5 ----- -- - ---A =1— -- a� = 9 II II 1 II II II II II 76h 11111111 II II II II II II III OPTIMAL 5'-3'I ON ENTER STEELI BAR JOIST $g ACIW MAY E54 USED 1 1 ALL C EQUI ENTER HAVE El ATE S7 EL R JOIST 18X ID- 9 m s SIIIffo r � iIi W18X35 W18X35 ;I; V1+�8X5# N A ITCT 014 Hobk D� i� Lo D DRAW[ e 0 - - — — �I 1 1 ENGINEER OF RECOIL PRIOR 70 IAONSirdJOTldf 1) lOF1Tl$CNAL STEEL BAT2 W18}88Z�35 W12�X14 Jy J, Jo T MAY USED��j I} e `r I I y�jE (OPTIONAL STEEL BAR II I(OD 51pNAL STEELIBAR 4'IX4"' I C 1 81gQL BAR I� " j }" `j jII JOIST MAY BE USED) U MMMWWWYYY US6 4 X ST BE D) tr n 9 " " I I I I I I I I 1 1 I I JOlsi AY I II II II II X4 }PTO II II II II II II II II II I11� 9 -- -W18X35 _ II �11 1 LTt-50J W18X35----8X�- ----- u --- -----_-__- _= _---- --11�1 - W18.f`l35 0 9 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 III e B \ pJ * III 11 1 1 11 11 1 1 1 1 I 11 11 I 11 1 I;II (OPTIMAL STEEL BAR OPEN TO ROO `.�Ir II II II II II II II II II II II II Y�I'8X3 11 11 JOIST MAY BE USED) JO 10N USED �, ' IIII II IIW12 14 II I I I II II II 1 11 W1 14 II II II II IIIII II II II II II II II II ///I���I II II II II _ LEIDAR� I/ JOISTAY BE}I�EDAR I I -�' N II II II II IIII 11 11 II 1 11 11 111 11 1111 0 _ - - - - � II II II II II II II , II II II , II II II II II II III I I JL 11 111,11 11 fli 11 11 11 11 11 11 0 _ r Ib'-4" 4'-0" 4'-0" 4'-0" 4'.0" 4'-0" 4'-01, 1" -4" 4'-0" 4'-0" '-8' 2'-II" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" Fill 1,_2 P2 P3 P4 10° I P5 19'-11 5/8" 19'-11 1/4" — 19'-11 1/4" 19'-11 5/8" 1 I 1 1 1 1 1 U U 0 U C� ''-SCALE: 1/0" = 1'-011 FRAMING NOTES DESM CRMERA t ANC HOF13 ALL ANCHORS SPECIFIED ARE BY SIMPSON STRONG TIE. "LNG SHALL BE PER MFTR. SPECS. 2 FLOOR JOI[3r 6YUM 18 GA (0.414" NOMINAL THICKNESS) EPICORE COMPOSITE FLOOR DECK SYSTEM OR APPROVED EQUAL W/ 5 1/2" DEPTH LT. Wr. CONCRETE W/ W.WF. &Xb X W2.9 X W23 LH SERIES (VULCR4FT STEEL JOIST OR APPROVED EQUAL)18" DEEP MAXIMUM (SEE PLAN FOR SPACING) FOR ANCHORING REFER TO 01/61.11 s ROOF JOER T3YBTBA FOR ANCHORING REFER TO 02406/81.11 4 FRAT fi0! INTERIOR FRAMING TO BE LIGHT GAUGE METAL STUD FRAMING REFER TO 02/S5.10 FOR INTERIOR DOORS AND WINDOWS Q DESM LOADS. TC LIVE 20 PSF ROOF: TC DEAD 11 PSF BC DEAD 10 PSF TC LIVE 125 PSF FLOOR TC DEAD 100 PSF BC DEAD 10 PAP WIND LOAD 130 M.P.H. ALLOWABLE SOIL BEARING CAPACITY 20W PSF ALL COMPONENTS AND CLADDING MUST BE RATED FOR 140 MPH PER THE 2001 FLORIDA BUILDING CODE. 1. BASIC WIND SPEED: 130 MPH 2. IMPORTANCE FACTOR 10 STRUCTURE) TABLE 1606 FLORIDA BUILDING CODE 2001 EDITION. 3. BUILDING CATEGORY II 4. WIND EXPOSURE CATEGORY: 5-MAINLAND (SECTION I606.1 B FLORIDA BUILDING CODE 2001 EDITION). 5. INTERNAL PRESSURE COEFFICIENT: (SIMPLIFIED WIND LOAD COEFFICIENTS GCP ALL ANGLES), INTERIOR ZONE 0.18 FOR ENCLOSED, AND 055 FOR PARTIALLY ENCLOSED BUILDING. ENCLOSED BUILDING OPENINGS ARE PROTECTED FROM FLYING DEBRIS BY SHUTTERS OR IMPACT GLASS. b. DESIGN WIND PRESSURE: COMPONENT AND CLADDING " 45 PSF. HEADER SCHEDULE 2 X STUD CONTINUOUS TO TOP PLATE �Ibd SPIKES a 12" O.C. STAGGERED 2 - 2 X S1U0S UNDER HEADER - CONTINUOUS LINTELS WITH OPENINGS (GLUED AND NAILED LARGER THAN 5'-0" WHEN USING PLYWOOD FLITCH) BEARING WALL NON -BEARING OF°ENING WIDTH OR WALLS SHEAR WALL 0'-0" to 3'-0" 2- 2 x 6's 2- 2 x 4's 3'-I" to 5'-0" 2- 2 x 10's 2- 2 X &'a 5'-1" to 1'-0" 2- 2 x I2's 2- 2 x a's 2 - 2 X 12 to 9'-0" W/ 1/2„ PLYWOOD 2- 2 x 12's FLITCH HEADER NOTES: 1. USE HEADER SIZES ABOVE UNLESS OTHERWISE NOTED ON FRAMING PLAN 2. PRIMARY FRAMING (BEAMS, GIRDERS, ETC.) WERE SIZED USING: 1800 "Fb" EXTREME FIBER IN BENDING (SINGLE) 90 I HORIZONTAL SHEAR I.bE "E' MODULUS OF ELASTICITY 3. JOISTS, RAFTERS, LINTELS,ETC. WERE SIZED USING: 1200 'Fb" EXTREME FIBER IN BENDING (SINGLE) 90 I HORIZONTAL SHEAR IAE "E" MODULUS OF ELASTICITY FILE COPY WCrA ills NEELwSCHAFFER WCG/Neel-Schaffer, Inc. 1705 19th Place, Suite G-3 Vero Beach, Florida 32960 Phone:772-770-4707 Fax:772-770-4640 w .neel-schaffer.com CA 9582 AA26000682 Consultants: Key Plan: Issues: No.: Date: Description: A 02.23.04 REVIEW B 03.03.04 REVIEW C 03.10.04 PER MEETING W/ WENDY BRANN D 03.29.04 PER MEETING E 04.16.04 PRICING 01 06.01.04 PERMIT 02 06.30.04 REVISION 01 03 07.29.04 CONSULTANT ISSUE — REVISIONS 04 08.09.04 REVISION 02 Project: Office Building DICKERSON OF FLORIDA N. 25TH STREET FT. PIERCE, FLORIDA Drawing Title: ROOF FRAMING PLAN Drawn: Issue Date: JDM 06.01.04 Checked: PWJ Approved: Scale: RJM 02 AS NOTED Project No.: NN.01430.001 ES5.20: THE ATTACHED PLANS HAVE BEEN COMPLIANCE WITH THE 2001 FLORI MAXIMUM WIND VELOCITY OF 140 MPH. ENGINEERING DESIGN IS BY WCG/NEEL-SCHAFFER, INC. AND IS SITE SPECIFIC AND NOT VALID WITHOUT THE AUTHORIZED SIGNATURE AND SEAL OF A REGISTERED PROFESSIONAL ENGINEER. THESE NOTES ARE PART OF THE CONSTRUCTION DOCUMENTS AND MUST BE READ AND ADHERED TO BY ALL APPLICABLE SUBS. DO NOT SCALE THESE DRAWINGS, USE FIGURED DIMENSIONS ONLY. IF A DISCREPANCY OCCURS, CONTACT WCG/NEEL-SCHAFFER INC. AT 772-770-4707 FOR CLARIFICATIONS. THESE DOCUMENTS TO WHICH I HAVE AFFIXED MY SIGNATURE AND SEAL WERE PREPARED BY ME AND/OR UNDER MY DIRECT SUPERVISION. THESE DOCUMENTS ARE INSTRUMENTS OF USE AND ARE PROTECTED BY THE COPYRIGHT LAW OF THE U.S. THEY MAY NOT BE REPRODUCED IN WHOLE OR PART WITHOUT WRITTEN PERMISSION OF THE ARCHITECT/ENGINEER. THE CERTIFICATION CONTAINED HEREIN APPLIES ONLY TO THOSE STRUCTURAL ELEMENTS COVERED UNDER THE 2001 FLORIDA BUILDING CODE. COPYRIGHT O 2004, WCG/NEEL-SCHAFFER,INC. Pe(.er W. Jones, AIA Date Ronda R-mistratian # AR17858 1 1 2004 J. Mellhiori, PE Date ja Registration # 48947 r- 01 WIA X W V U T S G 101 P FIRST FLOOR FBC WIND PRESSURES 2ND FLOOR FBC WIND PRESSURES SCALE: 3/32" = I'-011 FLORIDA BUILDING CODE, 2001 DESIGN PRESSURES FOR OPENINGS ( VERSION 1.01) BUILDING DATA JOB INFORMATION Wind Velocity (mph) 130 Importance Factor 1.00 Exposure Category B Internal Pressure CoefFcienN 0.18 Mean Roof Height (ft) 21.8 Building Width (ft) 100 Building Length (ft) 80 Roof Slope (x:12) 0 WALL OPENINGS Company WCG/NEEL-SCHAFFER Prepared By JASON Client Name DICKERSON Job Description OFFICE BUILDING Job Number WN.1430.001 OPENING MARK OPENING DESCRIPTION LOCATION ZONE OPENING I ELEV. (ft) OPENING DIMENSIONS WIDTH (ft) HEIGHT (ft) MAXIMUM POSITIVE I PRESSURE (psf) MAXIMUM NEGATIVE I PRESSURE (psf) A WINDOW 5 2.5 5 27.4 -36.3 B WINDOW 5 2.5 5 27.4 .36.3 C WINDOW 4 2.5 5 27.4 -29.7 D WINDOW 4 2.5 5 27.4 -29.7 E WINDOW 4 2.5 5 27.4 -29.7 F WINDOW 4 2.5 5 27.4 -29.7 G WINDOW 4 2 8 26.5 -28.8 H DOOR 4 6 8 25.0 -27.3 I WINDOW 4 2 8 26.5 •28.8 J WINDOW 4 2.5 5 27.4 -29.7 K WINDOW 4 2.5 5 27.4 •29.7 L WINDOW 4 2.5 5 27.4 -29.7 M WINDOW 4 2.5 5 27.4 -29.7 N WINDOW 5 2.5 5 27.4 -36.3 O WINDOW 5 2.5 5 27.4 -36.3 P WINDOW 5 2.5 5 27.4 -36.3 Q WINDOW 4 2.5 15 27.4 -29.7 R WINDOW 4 2.5 5 27.4 •29.7 S WINDOW 4 2.5 5 27.4 -29.7 T WINDOW 4 2.5 5 27.4 -29.7 U WINDOW 4 2.5 5 27.4 -29.7 V WINDOW 4 2.5 5 27.4 -29.7 W WINDOW 5 2.5 5 27.4 -36.3 X WINDOW 5 2.5 5 27.4 -36.3 Y WINDOW 5 4 2.5 5 27.4 .36.3 Z WINDOW 4 2.5 5 27.4 -29.7 At WINDOW 4 2.5 5 27.4 -29.7 B1 WINDOW 4 2.5 5 27.4 -29.7 C1 WINDOW 4 2.5 5 27.4 -29.7 D1 WINDOW 4 2.5 5 27.4 -29.7 Ell WINDOW 4 2.5 5 27.4 -29.7 F1 DOOR 4 2.5 1 5 27.4 -29.7 G1 WINDOW 4 2.5 5 27.4 •29.7 H1 WINDOW 4 2.5 5 27.4 -29.7 11 WINDOW 4 1 2.5 5 27.4 -29.7 J1 WINDOW 5 1 2.5 5 27.4 -36.3 K1 WINDOW 5 1 2.5 5 27.4 -36.3 L1 WINDOW 5 2.5 5 27.4 -36.3 M1 WINDOW 4 2.5 5 27.4 •29.7 N1 WINDOW 4 2.5 5 27.4 -29.7 01 WINDOW 4 2.5 5 27.4 -29.7 Pt DOOR 4 3 8 26.2 -28.6 01 WINDOW 4 2.5 5 27.4 -29.7 R1 WINDOW 4 2.5 5 27.4 -29.7 81 WINDOW 4 2.5 5 27.4 -29.7 T1 WINDOW 5 2.5 5 27.4 -36.3 U1 WINDOW 5 1 2.5 2.5 27.8 -37.1 V1 WINDOW 4 1 2.5 1 2.5 27.8 -30.1 W1 WINDOW 4 1 2.5 2.5 1 27.8 30.1 X1 WINDOW 4 2.5 2.5 27.8 -30,1 Y7 WINDOW 4 2.5 2.5 27.8 •30.1 Z1 WINDOW 4 2.5 2.5 27.8 -30.1 A2 WINDOW 4 2.5 2.5 27.8 -30.1 B2 WINDOW 4 2.5 2.5 27.8 -30.1 C2 WINDOW 5 2.5 2.5 27.8 -37.1 D2 WINDOW 5 2.5 2.5 27.8 -37.1 E2 WINDOW 4 2.5 2.5 27.8 -30.1 F2 WINDOW 4 2.5 2.5 27.8 -30.1 02 WINDOW 5 2.5 2.5 27.8 -37.1 H WINDOW 5 2.5 2.5 27.8 -37.1 12 WINDOW 4 2.5 2.5 27.8 .30.1 J2 WINDOW 4 2.5 2.5 27.8 -30.1 K2 WINDOW 4 2.5 2.5 27.8 -30.1 L2 WINDOW 4 2.5 2.5 27.8 -30.1 M2 DOOR 4 3 8 26.2 .28.6 N2 WINDOW 4 2.5 2.5 27.8 -30.1 02 WINDOW 4 2.5 2.5 27.8 -30.1 P2 WINDOW 4 2.5 2.5 27.8 -30.1 Q2 WINDOW 5 2.5 2.5 27,8 •37.4 R2 WINDOW 5 2.5 2.5 1 27.8 -27.1 S2 WINDOW 4 2.5 2.5 27.8 -30.1 T2 WINDOW 4 2.5 2.5 27.8 -30.1 U2 IWINDOW 5 2.5 2.5 27.8 1 -37.1 FILE COPY WCG ips NEEI_SCHAFIFER WCG/Neel-Schaffer, Inc. 1705 19th Place, Suite G-3 Vero Beach, Florida 32960 Phone: 772-770-4707 Fax: 772-770-4640 www.neel-schafer.com CA 9582 AA26000682 Consultants: Key Plan: Issues: No.: Date: Description: A 02.23.04 REVIEW B 03.03.04 REVIEW C 03.10.04 PER MEETING W/ WENDY BRANN D 03.29.04 PER MEETING E 04.16.04 PRICING 01 06.01.04 PERMIT 02 06.30.04 REVISION 01 03 07.29.04 CONSULTANT ISSUE - REVISIONS 04 08.09.04 REVISION 02 Project: Office Building DICKERSON OF FLORIDA N. 25TH STREET FT. PIERCE, FLORIDA Drawing Title: FBC WIND PRESSURES Drawn: JDM Issue Date: 06.01.04 Checked: PWJ Approved: Scale: - RJM AS NOTED Project No.: Sheet No.: INN.01430.001 S6.10 THE ATTACHED PLANS HAVE BEEN DESIGNED FOR AND ARE IN COMPLIANCE WITH THE 2001 FLORIDA BUILDING CODE USING A MAXIMUM WIND VELOCITY OF 140 MPH. ENGINEERING DESIGN IS BY WCG/NEEL-SCHAFFER, INC. AND IS SITE SPECIFIC AND NOT VALID WITHOUT THE AUTHORIZED SIGNATURE AND SEAL OF A REGISTERED PROFESSIONAL ENGINEER. THESE NOTES ARE PART OF THE CONSTRUCTION DOCUMENTS AND MUST BE READ AND ADHERED TO BY ALL APPLICABLE SUBS. DO NOT SCALE THESE DRAWINGS, USE FIGURED DIMENSIONS ONLY. IF A DISCREPANCY OCCURS, CONTACT WCG/NEEL-SCHAFFER INC. AT 772-770-4707 FOR CLARIFICATIONS. THESE DOCUMENTS TO WHICH I HAVE AFFIXED MY SIGNATURE AND SEAL WERE PREPARED BY ME AND/OR UNDER MY DIRECT SUPERVISION. THESE DOCUMENTS ARE INSTRUMENTS OF USE AND ARE PROTECTED BY THE COPYRIGHT LAW OF THE U.S. THEY MAY NOT BE REPRODUCED IN WHOLE OR PART WITHOUT WRITTEN PERMISSION OF THE ARCHITECT/ENGINEER. THE CERTIFICATION CONTAINED HEREIN APPLIES ONLY TO THOSE STRUCTURAL ELEMENTS COVERED UNDER THE 2001 FLORIDA BUILDING CODE. COPYRIGHT O 2004. WCG/NEEL-SCHAFFER,INC. Peter V./. jones, AiA Date Floridatraiion # AR17858 SCALE: 3/32" = I'-011 -."G 1 1 2004 II J. ivlel`hiori, PE Date Fr k lorida Registration # 48947 L ALUMINUM STRUT RAILS C STR.ICTURAL CH ALUMINUM COLUMN 4"X4"X3/8" (0315" WAIL) ALUMINUM COLUMN 4"X4"X3/8" (0315" WALL) (MIN) (TYP) ALUMNIUM SIDE RAILS C 10"X025 (MIN) STRUCTURAL CHANNEL (TYPJ NEEN1®11 I I 2 I 3 I 4 I 5 I 6 T I & I 9 10 III I I2 1�4 II" TREAD ALUMNIUIM SIDE RAILS C 1011X025 (MIN) STRUCTURAL CHANNEL (TYP) ALUMINUM COLUMN 4"X4"53/6" (0315" WALL) ALUMINUM STRUT RAILS C 8"x025 (MIN.) 67 RAL CHANNEL (TYR) ALUMINUM COLUMN (0315" WALL) NOT ALUMINUM SOD PIXIE CAP 2 1/4" ALUMINUM STRUT RAILS HANDRAIL CONNECTION: C 811X025 (MIND 1/4"A" ALUMINUM FLAT STOCK STRUCTURAL CHANNELS SELF TAPPING (TTPJ NICKEL (BLUE) SCREWS 0093"A-1/2"ALUI 0'-0° Z 3/16"X3/4" LONG SQUARE TUBE OL FIN. FL, _ — — — (TYR) Oz lu Q 3/4"x3/4"ALUMINU iD O NOTE PICKETS • 4-3/4 (Tyr.) ar A r Q.O ALUMINUM 4N2" HOLLOW CAP O T and C METALS (OR EQUAL% NOTE c0 �- lIu/ HANDRAIL CONNECTION: CONCRETE WALL CONNECTION: y 0 X I/4"xl I/2" ALUMINUM FLAT ISOGK NICKEL (BLUE) I/4"X2 3/4" L TAP -COT (2) PER CLIP SELF TAPPING L (BLUE) SCREWS ANGLE CONNECTOR (TYR) / ALUMINUM COLUMN 3/I6KX3/4" LONG ALUMINUM 1/4"xi I/2"A 1/2" 411X411X3/8" (0315" WALL) ALUMINUM STRUT RAILS CLIP ANGLE C 8"X025 (MIN) I/4"xl-I/2"ALUMINUM CONNECTOR (TYP) .g STRUCTURAL CHANNELS Sew V SQUARE TUBE ALUMINUM SIDE RAILS _ (TYP) W `L N 0 �7 ° — Z C 10"x025 (MIN.) 1 O ILLULU 0 STRUCTURAL CHANNEL - �' 0 m -011 X 4 ' I(ITYP.) VIEW I I A I I CNIAN STRUT RAILS fi FIN. FL. \�---- STRUCTURAL CHANNEL -- — — — — ---- (TYR) EXTERIOR lot RISER ALUMINUM 1/4"xl I/2"xl 1/2" OL GRADE ALUMINUM COLUMN 4'9(4"X3/8" (0315" WALL) CLIP ANGLE POST (BLIP) ALUMINUM COLUMN II'-m" . CONNECTOR (TYP) I/4"xl I/2" ALUMINUM SQUARE TUBE 4"X4153/8" (0315" WALL) (EXTERIOR) SELF TAPPING (12) TREADS a II" (1) NICKEL (BLUE) SCREW 3/16"X3/4" LONG CI I I VIEW 11,411 (NTS) ALUMINUM 1/4"A I/2"x1 I/2" CLIP ANGLE FRONT EXTERIOR STAIR ELEVATION ALUMINUM STAIR RAILING DETAILS of q�� SCALE: I/4"=1'-0" \VL SCALE: N.T.S. O.C. VV / SEAMONEL PLATE TYPICAL 111 m TREAD PXI"XI/&"X&" ALUMINUM CLIP ANGLE (TYP.) I SCALE: I'-0' (NTS) 4 I " (4) 1/16" DIA. HOLES DRILLED OR PUNCHED (NOT BURNED) FOR 3/5" DIAMETER STAINLESS STEEL 1 1/1" (1411t1 HVA System) MECHANICAL ANCHORS? WITH 5-1/4" EMBED DEPTH (MIN.) L ALUMINUM COLUMN 4"x4"x3/6" (0315" WALL) ALUMINUM COLUMN PAD 3,000 PSI w 2a DAYS CONCRETE (CONTRACTOR SHALL VERIFY WITH THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION) EXISTING CONCRETE WALKWAY al ALUMINUM STAIR TREAD/ FOUNDATION/ COLUMN DETAIL SCALE: N.T.S. a WCG NEELskSCHAFFER WCG/Neel-Schaffer, Inc. 1705 19th Place, Suite G-3 Vero Beach, Florida 32960 Phone:772-770-4707 Fax:772-770-4640 www. peel-schaffer.com CA 9582 AA26000682 Consultants: Key Plan: Issues: No.: Date: Description: A 02.23.04 REVIEW B 03.03.04 REVIEW C 03.10.04 PER MEETING W/ WENDY BRANN D 03.29.04 PER MEETING E 04.16.04 PRICING 01 06.01.04 PERMIT 02 06.30.04 REVISION 01 03 07.29.04 CONSULTANT ISSUE — REVISIONS 04 08.09.04 REVISION 02 Project: Office Building DICKERSON OF FLORIDA N. 25TH STREET FT. PIERCE, FLORIDA Drawing Title: STAIR DETAILS Drawn: JDM Issue Date: 06.01.04 Checked: PWJ Approved: Scale: RJM AS NOTED Project No.: Sheet No.: S7.10 INN.01430.001 THE ATTACHED PLANS HAVE BEEN DESIGNED FOR AND ARE IN COMPLIANCE WITH THE 2001 FLORIDA BUILDING CODE USING A MAXIMUM WIND VELOCITY OF 140 MPH. ENGINEERING DESIGN IS BY WCG/NEEL-SCHAFFER, INC. AND IS SITE SPECIFlC AND NOT VALID WITHOUT THE AUTHORIZED SIGNATURE AND SEAL OF A REGISTERED PROFESSIONAL ENGINEER. THESE NOTES ARE PART OF THE CONSTRUCTION DOCUMENTS AND MUST BE READ AND ADHERED TO BY ALL APPLICABLE SUBS. DO NOT SCALE THESE DRAWINGS, USE FIGURED DIMENSIONS ONLY. IF A DISCREPANCY OCCURS, CONTACT WCG/NEEL-SCHAFFER INC. AT 772-770-4707 FOR CLARIFICATIONS. THESE DOCUMENTS TO WHICH 1 HAVE AFFIXED MY SIGNATURE AND SEAL WERE PREPARED BY ME AND/OR UNDER MY DIRECT SUPERVISION. THESE DOCUMENTS ARE INSTRUMENTS OF USE AND ARE PROTECTED BY THE COPYRIGHT LAW OF THE U.S. THEY MAY NOT BE REPRODUCED IN WHOLE OR PART WITHOUT WRITTEN PERMISSION OF THE ARCHITECT/ENGINEER. THE CERTIFICATION CONTAINED HEREIN APPLIES ONLY TO THOSE STRUCTURAL ELEMENTS COVERED UNDER THE 2001 FLORIDA BUILDING CODE. COPYRIGHT a 2004, WCG/NEEL-SCHAFFER,INC. Peter VV. Jon s, AtA Date Florida ation. # ARI7858 1 2004 J. Melc*rl, PE bate is Reoistration # 48947 L6"xb"xl/4"x CONT. SCREED ANGLE W/3/4" o EXP. BOLTS 0 48" O.C. 5" EMBED DEPTH (MINIMUM) T.O. PANEL WELD DECK TO ANGLE W/ 14 PUDDLE WELD a 12" O.C. (TYP.) OLT.O. PANEL r SEE PLAN r SEE PLAN 1/4° LSXb TO „ L8x6 TO 5/I6" I/4" LSXb TO EMBED 1/4" EMBED I/4 STIFFENER PLATE I/4" PLATE (TYP) PLATE (TYP 1/4" (TYP.) 18 GA. (0.414" NOMINAL THICKNESS) EPICORE COMPOSITE FLOOR DECK SYSTEM OR APPROVED L8xbx1/I6"xl0" EQUAL W/ 5 1/2" DEPTH LT. WT. CONCRETE W/ L8xbx1/16"xl0" LONG (LLH) "a..: WWF. &Xb X W2.9 X W2.9 LONG (LLH) "•.:," W/ 5/I6" r .. W/ 5/16" FFENER PLATE STIFFENER PLATE s.. LH SERIES (VULCRAFT STEEL JOIST s" JOIST Bps. OR APPROVED EQUAL) IS" DEEP JOIST BRs. SEE E PLAN MAXIMUM (SEE PLAN FOR SPACING) SEE PLAN PLATE "A" PLATE "A" PLATE "C" r Lb"xb"xl/4"x CONT. SCREED ANGLE W/3/44 EXP. BOLTS ® 413" O.C. 5" EMBED DEPTH (MINIMUM) WELD PECK TO ANGLE W/ 14 PUDDLE WELD ® 12" O.G. (TYP.) I/4" L8xb TO 5/I6" I/4" STIFFENER PLATE (TYP.) 18 GA. (0.414" NOMINAL THICKNESS) EPICORE COMPOSITE FLOOR DECK SYSTEM OR APPROVED EQUAL W/ 5 1/2" DEPTH LT. WT. CONCRETE W/ W.WF. 6X6 X W2.9 X W2.9 LH SERIES (VULCRAFT STEEL JOIST OR APPROVED EQUAL) IS" DEEP LH SERIES (VULCRAFT STEEL JOIST MAXIMUM (SEE PLAN FOR SPACING) OR APPROVED EQUAL) IS" DEEP MAXIMUM (SEE PLAN FOR SPACING) PLATE "C" EXTEND BOTTOM CHORDS OF BAR JOIST TO BOTTOM TILT UP PANEL TILT UP PANEL CHORD OF JOIST GIRDER (SEE PLAN) L2x2xl/4" WELD TO EACH (SEE PLAN) FOR STABILITY AND UPLIFT DO NOT WELD BOTT. • =_' LEG OF JOIST BOTT. CHORD L2x2xl/4" WELD TO EACH FORCES AS DETERMINED BY DO NOT WELD BOTT. • -' LEG OF JOIST BOTT. CHORD JOIST MANUFACTURER (MIN. CHORD TO PLATE (TYP) 5 BOTTOM CHORD EXTENSION CHORD TO PLATE (TYP) r AT MIDSPAN OF JOIST GIRDER) (® COLUMN LOCATIONS ONLY) STABILIZER PL. 3/4"x4"x4" 01 FLOOR JOIST TO TILT WALL LH SERIES (VULCRAFT STEEL JOIST OR APPROVED EQUAL) IS" DEEP MAXIMUM (SEE PLAN FOR SPACING) EXTEND BOTTOM CHORDS OF BAR JOIST TO BOTTOM CHORD OF JOIST GIRDER FOR STABILITY AND UPLIFT FORCES AS DETERMINED BY JOIST MANUFACTURER (MIN. AT MIDSPAN OF JOIST GIRDER) BOTTOM CHORD EXTENSION (6 COLUMN LOCATIONS ONLY) STABILIZER PL. 3/4"x4"x4" 18 GA (0.414" NOMINAL THICKNESS) EPICORE COMPOSITE FLOOR DECK SYSTEM OR APPROVED EQUAL W/ 5 1/2" DEPTH LT. WT. CONCRETE W/ W.WF. 6X6 X W2.9 X W2.9 CONTINUOUS CAULK BEAD 17 THROUGH WALL SCUPPER - b"H.Xb"W. GRAVEL STOP AT ALL SCUPPERS — MECHANICALLY FASTEN 1/2"—� EXT. GRADE PLYWOOD OVER 2X INTO CONCRETE - MIN. 2 1/2" EMBEDMENT COLLECTION SYSTEM HEAD - 8" W X 8"D X 10" H- MECHANICALLY FASTEN TO CONCRETE LAP GALV. METAL LATH 4" AROUND SCUPPER PERIM. 6"SQUARE DOWNSPOUT TILT WALL PANEL LH SERIES (VULCRAFT STEEL JOIST OR APPROVED EQUAL) 24" DEEP MAXIMUM (SEE PLAN FOR SPACING) r� ROOF CONNECTION TILT WALL PANEL/PARAPET GIRDER JOIST/2nd FLOOR CONNECTION SCUPPER DETAIL SCALE: 3/4" = 1'-011 OL SCALE: 3/4" = 1'-011 03 SCALE.- 3/4" = I'-m" nO7 GRANULATED CAP MEMBRANE OVER MODIFIED BITUMINOUS MEMBRANE ROOFING SYSTEM OVER 18 GA. EPICORE OR APPROVED EQUAL METAL ROOF DECK LH SERIES (VULCRAFT STEEL JOIST OR APPROVED EQUAL) 18" PEEP MAXIMUM (SEE PLAN FOR SPACING) 13/16" DIA. x 1-1/8" SLOTTED THROUGH HOLES (2) PER END PLATE DRILL OR PUNCH DO NOT BURN (TYP.) FOR (2) 3/4"DIAMETER ASTM A325 HS BOLTS COMPLETE WITH WASHER AND NUT PER END PLATE CONNECTION (TYP.) FORM AND POUR CONCRETE TILT WALL WI8x35 STEEL EMBED PLATE 6-1/4 WIDExIb LONG W BEAM GIRDER END PLATE: (T') WELDED WITH END PLATE ° AND END PLATE "B". 3/8" ° CONTINUOUS FILLET WELD ALL AROUND (TYP.) 0 WI8x35 STEEL W-BEAM (TYP.) LH SERIES (VULCRAFT STEEL JOIST OR APPROVED EQUAL) 24" DEEP FORM AND POUR MAXIMUM (SEE PLAN FOR SPACING) CONCRETE TILT WALL EMBED PLATE 3/8" (TYP.) ° 0 0 FOAND FOUR O4 GIRDER JOIST/ROOF CONNECTION CONCRE E TILT WALL EMBED PLATE WI2xl4 STEEL SCALE: 3/4'' = 1'-011 "'"" CONT. GALV. MTL. ° CAP FLASHING OVER o Ix8 P.T. CONT. NAILER SEALANT, TYP. MECHANICALLLY FASTENED GALV. REGLET FLASHING GALV. COUNTERFLASHING SCREWED TO REGLET r, Tp. PANEL _ _ _ _ _ 13/Ib" DIA. x I-I/8" SLOTTED r SEE PLAN COMPRESSION DISCS < NAILS THROUGH HOLES (2) PER END PLATE DRILL OR PUNCH p0 NOT BURN (T SEALED W/ MASTIC 4 MEMBRANE (2YP.) FOR (2) 3/4"DIAMETER A5TM A325 HS BOLTS WI; BASE FLASHING 4 FIELD PLIES COMPLETE WITH WASHER AND NUT PER OVER FIBER CANT STRIP ENE) PLATE CONNECTION (TYP.) JOIST BRG. GRANULATED CAP MEMBRANE OVER MODIFIED VARIES BITUMINOUS MEMBRANE ROOFING SYSTEM OVER 18 GA. EPICORE OR FOR I AND POUR APPROVED EQUAL METAL ROOF DECK CONCRETE TILT WALL EMBED PLATE LH SERIES (VULCRAFT STEEL JOIST ° OR APPROVED EQUAL) 18" DEEP ° MAXIMUM (SEE PLAN FOR SPACING) ROOF CONNECTION vo SCALE: 3/4" = 1'-0" II ROOF 13/I6" DIA. x 1-1/5" SLOTTED THROUGH HOLES (2) PER END PLATE 13/I6" DIA. THROUGH HOLES DRILL OR PUNCH DO NOT (2) PER (ENE) PLATE CONNECTION) BURN (TYP.) FOR (2) 3/4"DIAMETER DRILL OR PUNCH DO NOT ASTM A325 HS BOLTS BURN (TYP.) COMPLETE WITH WASHER AND NUT PER WI8x35 STEEL ENE) PLATE CONNECTION (TYP) I/4" (TYP) W BEAM FORM AND POUR (TYP.) FORM TILT WALL 3/8 THICK EMBED PLATE WI8x35 STEEL 8-I/4"WIDExIb"LONG STEEL CAP W-BEAM GIRDER ENE) PLATE: (TYP.) WELDED WITH ENE) PLATE " PLATE (TYPJ STEEL TUBE COLUMN ° AND END PLATE "B". 3/8° 1/2" THICK ° CONTINUOUS FILLET WELD STEEL ENE) ALL AROUND (TYP.) PLATE (TYP.) > 13/Ib" DIA. THROUGH HOLES ° (2) PER (ENp PLATE CONNECTION) DRILL OR PUNCH DO NOT Buhr (TYP) END 13/16" DIA. x 1-1/6" SLOTTED PLATE "A" THROUGH HOLES (2) PER END PLATE DRILL OR PUNCH DO NOT BURN (TYP) FOR (2) 3/4"DIAMETER ASTM A325 HS BOLTS ° COMPLETE WITH WASHER AND NUT PER ° END PLATE CONNECTION (TYP.) W18x50 STEEL /\ W-BEAM PLATE "B" \ 3/8" (TYP.) 0 4"x4"xOB00" WALL NOTE STEEL TUBE COLUMN TOP OF STEEL COLUMN COP) (TYP.) TO HAVE SLOTS CUT (N T BURNED) WI2x14 STEEL TO RECEIVE GIRDER END PLATE W_CGAM WITH END PLATES "A" AND "B" l STEEL TUBE COLUMN 0 STEEL TUBE COLUMN CK END (TYP) 13/I6" DIA. x 1-1/8" SLOTTED THROUGH HOLES (2) PER END PLATE DRILL OR PUNCH DO NOT BURN (TYP) FOR (2) 3/4"DIAMETER ASTM A325 HS BOLTS COMPLETE WITH WASHER AND NUT PER END PLATE CONNECTION (TYP.) WI2xl4 STEEL of STEEL TUBE COLUMN 'TYP) 13/I6" DIA. THROUGH HOLES (2) PER (END PLATE CONNECTION) (2) PER (END PLATE CONNECTION) DRILL OR PUNCH DO NOT DRILL OR PUNCH DO NOT NOTE BURN (TYP) 13/I6" DIA. THROUGH HOLES BURN (TYP.) (4) PER (BASE PLATE CONNECTION) ALL LEVELING FOR THE STEEL SUPPORT COLUMN DRILL OR PUNCH DO NOT SHALL BE WITH SOLID STEEL SHIM PLATES BUFN (TYP•) (AS REQUIRED) OC SUPPORT BEAM a STEEL COLUMN/ F.F. TO ROOF SCALE: 3/4" = 1'-0" NOTE _ TOP OF STEEL COLUMN (ROOF) TO HAVE SLOTS CUT (NOT BURNED) TO RECEIVE GIRDER END PLATE WITH END PLATES "A" AND "B" WI8x35 STEEL W-BEAM (TYP.) FORM AND POUR CONCRETE TILT WALL EMBED PLATE =a STEEL TUBE COLUMN STEEL TUBE COLUMN PLATE "B" \� 3"x3"STEEL TUBE COLUMN = (TYPJ 18"WIDEA81ONG W21x50 STEEL GIRDER END PLATE: W-BEAM WELDED WITH END " PLATE "C„ 6 (TYP) AND END PLATE D". 3/16" CONTINUOUS FILLET WELD ALL AROUND (TYP) 2nd FLOOR 0 0 3/16" ( P.) o ° 3-1/2" ° 6" WI2xl4 STEEL W-BEAM (TYP.) END PLATE (2) 3NV'6/16" STEEL TUBE COLUMNS J (TYP.) 0 (TYP) 3/6" THICK STEEL CAP PLATE(TYP) 1/2" THICK STEEL END PLATE (TYP.) (TYP. f=7I WI8x35 STEEL W-BEAM (TYP.) WI2xl4 STEEL W-BEAM %e (TYP.) V2 3/8" THICK �— STEEL CAP PLATE (TYPJ STEEL TUBE COLUMN 0 1/2" 1/2" THICK STEEL END ° PLATE (TYP.) END 13/I6" DIA. x 1-1/8" SLOTTED PLATE "C" THROUGH HOLES (2) PER END PLATE DRILL OR PUNCH DO NOT BURN (TYP.) FOR (2) 3/4"DIAMETER A5TM A325 HS BOLTS COMPLETE WITH WASHER AND NUT PER END PLATE CONNECTION (TYP.) Yl STUCCO CASING BEAD CONTINUOUS CAULK BEAD ST. STL. TERMINATION BAR (FRY REGLET) FASTEN THROUGH MEMBRANE FLASHING CANT STRIP BEYOND - SEE DETAIL 02- 61.11 EXTEND MULTIPLE -PLY BASE FLASHING SHEET b" OUT AND UP PRIMED MASONRY WALL 8". MECHANICALLY FASTEN BASE SHEET TO ROOF GRANULATED CAP MEMBRANE OVER MODIFIED BITUMINOUS MEMBRANE ROOFING SYSTEM OVER 18 GA. EPICORE OR APPROVED EQUAL METAL ROOF DECK LH SERIES JOIST -18" DEEP MAX. (SEE PLAN FOR SPACING) SCALE: 3/4" = 1'-011 13/I6" DIA. THROUGH HOLES (2) PER (END PLATE CONNECTION) DRILL OR PUNCH DO NOT BURN (TYPJ STEEL TUBE COLUMN r3l W21x50 STEEL W-BEAM 0 (TYPJF ILE COP, ., 3/16" (TYP. 3/I6"N_ /(TYPr 3/I6" l TYPJ STEEL TUBE COLUMN 13/I6" DIA. THROUGH HOLES (2) PER (END PLATE CONNECTION) a DRILL OR PUNCH DO NOT 13/16" DIA. THROUGH HOLES NOTE BURN (TYP.) 13/16" DIA. THROUGH HOLES (5) PER (END PLATE CONNECTION) (6) PER (BASE PLATE CONNECTION) BRILL PUNCH p0 NOT ALL LEVELING FOR THE STEEL SUPPORT COLUMN DRILL OR PUNCH DO NOT BURN (TYPJ SHALL BE WITH SOLID STEEL SHIM PLATES BURN (TYP.) (AS REQUISED) SUPPORT BEAM m STEEL COLUMN/ F.F. TO ROOF 08) worm NMmkSCHAPFER WCG/Neel-Schaffer, Inc. 1705 19th Place, Suite G-3 Vero Beach, Florida 32960 Phone:772-770-4707 Fax:772-770-4640 vJww.neel-schaffer. com CA 9582 AA26000682 Consultants: Key Plan: Issues: No.: Date: Description: A 02.23.04 REVIEW B 03.03.04 REVIEW C 03.10.04 PER MEETING W/ WENDY BRAN- D 03.29.04 PER MEETING E 04.16.04 PRICING 01 06.01.04 PERMIT 02 06.30.04 REVISION 01 03 07.29.04 CONSULTANT ISSUE — REVISIONS 04 08.09.04 REVISION 02 Project: Office Building DICKERSON OF FLORIDA N. 25TH STREET FT. PIERCE, FLORIDA )rawing Title: Details Drawn: Issue Date: PWJ 06.01.04 Checked: PWJ Approved: Scale: RJM AS NOTED Project No.: Sh 0"�) 01 NN.01430.001 S7, t I E ATTACHED PLANS HAVE BEEN D D ARE IN MPLIANCE WITH THE 2001 FLORIDA B ING CODE USING A XIMUM WIND VELOCITY OF 140 MPH. ENGINEERING DESIGN IS WCG/NEEL—SCHAFFER, INC. AND IS SITE SPECIFIC AND NOT UO WITHOUT THE AUTHORIZED SIGNATURE AND SEAL OF A GISTERED PROFESSIONAL ENGINEER. THESE NOTES ARE PART THE CONSTRUCTION DOCUMENTS AND MUST BE READ AND HERED TO BY ALL APPLICABLE SUBS. DO NOT SCALE THESE AWINGS, USE FIGURED DIMENSIONS ONLY. IF A DISCREPANCY CURS, CONTACT WCG/NEEL—SCHAFFER INC. AT 2-770-4707 FOR CLARIFICATIONS. ESE DOCUMENTS TO WHICH I HAVE AFFIXED MY SIGNATURE " D SEAL WERE PREPARED BY ME AND/OR UNDER MY DIRECT PERVISION. THESE DOCUMENTS ARE INSTRUMENTS OF USE 0 ARE PROTECTED BY THE COPYRIGHT LAW OF THE U.S. -Y MAY NOT BE REPRODUCED IN WHOLE OR PART WITHOUT TTTEN PERMISSION OF THE ARCHITECT/ENGINEER. THE UIFICATION CONTAINED HEREIN APPLIES ONLY TO THOSE p ZUCTURAL ELEMENTS COVERED UNDER THE 2001 FLORIDA LDING CODE. COPYRIGHT p 2004, G/NEEL—SCHAFFER,INC. Teter 1J. Jones, ALA Date lorida t<gAOtration # AR17858 wm�mG 1 1 2004 i J. Melc ri, PE Date lorida Registration # 48947 SCALE: 3/4" Project: Office Building DICKERSON OF FLORIDA N. 25TH STREET FT. PIERCE, FLORIDA )rawing Title: Details Drawn: Issue Date: PWJ 06.01.04 Checked: PWJ Approved: Scale: RJM AS NOTED Project No.: Sh 0"�) 01 NN.01430.001 S7, t I E ATTACHED PLANS HAVE BEEN D D ARE IN MPLIANCE WITH THE 2001 FLORIDA B ING CODE USING A XIMUM WIND VELOCITY OF 140 MPH. ENGINEERING DESIGN IS WCG/NEEL—SCHAFFER, INC. AND IS SITE SPECIFIC AND NOT UO WITHOUT THE AUTHORIZED SIGNATURE AND SEAL OF A GISTERED PROFESSIONAL ENGINEER. THESE NOTES ARE PART THE CONSTRUCTION DOCUMENTS AND MUST BE READ AND HERED TO BY ALL APPLICABLE SUBS. DO NOT SCALE THESE AWINGS, USE FIGURED DIMENSIONS ONLY. IF A DISCREPANCY CURS, CONTACT WCG/NEEL—SCHAFFER INC. AT 2-770-4707 FOR CLARIFICATIONS. ESE DOCUMENTS TO WHICH I HAVE AFFIXED MY SIGNATURE " D SEAL WERE PREPARED BY ME AND/OR UNDER MY DIRECT PERVISION. THESE DOCUMENTS ARE INSTRUMENTS OF USE 0 ARE PROTECTED BY THE COPYRIGHT LAW OF THE U.S. -Y MAY NOT BE REPRODUCED IN WHOLE OR PART WITHOUT TTTEN PERMISSION OF THE ARCHITECT/ENGINEER. THE UIFICATION CONTAINED HEREIN APPLIES ONLY TO THOSE p ZUCTURAL ELEMENTS COVERED UNDER THE 2001 FLORIDA LDING CODE. COPYRIGHT p 2004, G/NEEL—SCHAFFER,INC. Teter 1J. Jones, ALA Date lorida t<gAOtration # AR17858 wm�mG 1 1 2004 i J. Melc ri, PE Date lorida Registration # 48947 SCALE: 3/4" t I E ATTACHED PLANS HAVE BEEN D D ARE IN MPLIANCE WITH THE 2001 FLORIDA B ING CODE USING A XIMUM WIND VELOCITY OF 140 MPH. ENGINEERING DESIGN IS WCG/NEEL—SCHAFFER, INC. AND IS SITE SPECIFIC AND NOT UO WITHOUT THE AUTHORIZED SIGNATURE AND SEAL OF A GISTERED PROFESSIONAL ENGINEER. THESE NOTES ARE PART THE CONSTRUCTION DOCUMENTS AND MUST BE READ AND HERED TO BY ALL APPLICABLE SUBS. DO NOT SCALE THESE AWINGS, USE FIGURED DIMENSIONS ONLY. IF A DISCREPANCY CURS, CONTACT WCG/NEEL—SCHAFFER INC. AT 2-770-4707 FOR CLARIFICATIONS. ESE DOCUMENTS TO WHICH I HAVE AFFIXED MY SIGNATURE " D SEAL WERE PREPARED BY ME AND/OR UNDER MY DIRECT PERVISION. THESE DOCUMENTS ARE INSTRUMENTS OF USE 0 ARE PROTECTED BY THE COPYRIGHT LAW OF THE U.S. -Y MAY NOT BE REPRODUCED IN WHOLE OR PART WITHOUT TTTEN PERMISSION OF THE ARCHITECT/ENGINEER. THE UIFICATION CONTAINED HEREIN APPLIES ONLY TO THOSE p ZUCTURAL ELEMENTS COVERED UNDER THE 2001 FLORIDA LDING CODE. COPYRIGHT p 2004, G/NEEL—SCHAFFER,INC. Teter 1J. Jones, ALA Date lorida t<gAOtration # AR17858 wm�mG 1 1 2004 i J. Melc ri, PE Date lorida Registration # 48947 SCALE: 3/4" WCG ims NEELNkSCHAFFER 3 ==�1111l�111111 111111119�111111l11111!!l1l�IIIIIIIIIIRL �Illllllllllllllllllllllnl111111111111111111��111111111111111�11111111111111-_-IIIIIIIIIII�IIIII�IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIRI �I111111111111111111111111111111111III�IIIIIIIIIIIIII �1 113 1111111 OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE I 24 I • / „ _MECH OFFICEOFFICE ii COMPUTER OFFICE Olt o _ _ MAIL 0 ROOM CONFERENCE , -.. . FILING ,■ .. 1 -•• CORRIDOR _MEF ,. O _ a OFFICE OFFICE OFFICE OFFICE•:: 0 FICE ... ,. ... EIF 71iR�iTi,�n�mnn fffff Muni _Iflnll. Im 11 Ii Illon III III.IIm non fiffil-1111111111111n I�inn����� Illlm mn mmnn�mllltllnlrrei�mml nnnnn mmnm �ilmn�mlllilrllll�lnim�nm of 2 - I "'" I I' Oi_ III 4'-2" 5'-10" 4'-2" 12'-II" 6'-S" 13'-4" 13'-4" 6'-8" 12'-II" 4'-2" 5'-10" 4'-2" L 20'-0" 20'-0" 20'-0" 1 20'-0" 20'-0" CONSTRUCTION LEGEND 01 OVERALL FIRST FLOOR PLAN 8" CONCRETE EXTERIOR WALL 8" CMU WALL NEW 38"X 18" GALV. METAL STUDS 25 GAUGE ® 24" O.C. WITH J" DRYWALL BOTH SIDES. VERIFY RATED WALLS WITH SHEET A0.10 C01PN WCG/Neel-Schaffer, Inc. 1705 19th Place, Suite I Vero Beach, Florida 32960 Phone:772-770-4707 Fax:772-770-4640 www.neel-schaffer.com CA 9582 AA26000682 Consultants: Key Plan: Issues: No.: Date: Description: A 02.23.04 REVIEW B 03.03.04 REVIEW C 03.10.04 PER MEETING W/ WENDY BRANN D 03.29.04 PER MEETING E 04.16.04 PRICING 01 06.01.04 PERMIT 02 06.30.04 REVISION 01 03 07.29.04 CONSULTANT ISSUE — REVISIONS 04 08.09.04 REVISION 02 Project: Office Building DICKERSON OF FLORIDA N. 25TH STREET FT. PIERCE, FLORIDA )rawing Title: FLOOR PLAN Drawn: Issue Date: PWJ 06.01.04 Checked: PWJ Approved: Scale: RJM AS NOI O Project No.: S et No.: NN.01430.001 A2.1 0 IE ATTACHED PLANS HAVE BEEN DESIGNED FOR AND ARE IN )MPUANCE WITH THE 2001 FLORIDA BUILDING CODE USING A 00MUM WIND VELOCITY OF 140 MPH. ENGINEERING DESIGN IS ' WCG/NEEL-SCHAFFER, INC. AND IS SITE SPECIFIC AND NOT LID WITHOUT THE AUTHORIZED SIGNATURE AND SEAL OF A GISTERED PROFESSIONAL ENGINEER. THESE NOTES ARE PART THE CONSTRUCTION DOCUMENTS AND MUST BE READ AND iHERED TO BY ALL APPLICABLE SUBS. DO NOT SCALE THESE AWINGS. USE FIGURED DIMENSIONS ONLY. IF A DISCREPANCY :CURS, CONTACT WCG/NEEL-SCHAFFER INC. AT 2-770-4707 FOR CLARIFICATIONS. ESE DOCUMENTS TO WHICH I HAVE AFFIXED MY SIGNATURE D SEAL WERE PREPARED BY ME AND/OR UNDER MY DIRECT PERVISION. THESE DOCUMENTS ARE INSTRUMENTS OF USE D ARE PROTECTED BY THE COPYRIGHT LAW OF THE U.S. EY MAY NOT BE REPRODUCED IN WHOLE OR PART WITHOUT 'TITEN PERMISSION OF THE ARCHITECT/ENGINEER. THE R IFICAT10N CONTAINED HEREIN APPLES ONLY TO THOSE RUCTURAL ELEMENTS COVERED UNDER THE 2001 FLORIDA ILDING CODE. COPYRIGHT O 2004. Peter W. Jones, AIA Date Florida Registration # AR17858 a SCALE: 1/4" = 1'-0" -'P:\Projerts\WN 01430 nn1 Dick " nn Phase nr)e\Dray„I ns\Cnnttructl I)oalr^""ts\AE\RFVTSIOr,IS 0701114' A' 10 First Floor rInnREV.dwm 0171004 1^ ''I PM, KM 4"nw.pO Rick J. Melchiori, PE Date Florida Registration # 48947 wea ills NEEL%&SCHAFFER m 4l in 2 e 2 e a e a - m STORAGE STORAGE STORAGE a � B 046 046 B ME e G =v 43 4.0 41' c 4" 4n o MECH. 44 0a6 STAIR 46 v 2 48 41 e 45 M oECH. STORAGE 91-01, 1'-3" 10'-21 0 4" 4" MECH. ® oas e UEF a ELEVATO n e J MECH. 048 a 61 (21 02 Das 02 4.13 4.13 I 0 v n 0 0 1 Ird'-2" �,_8 I,_I I _m 9,_m 291_01 4" 21 2" 41 4- 4' ¢ � 9 0 r' 02 aao 02 ' 9 4.10 0 0 J e e e e a e IS'-4" OVERALL 2ND FLOOR PLAN IS'-4" F I .. 5 m CONSTRUCTION LEGEND 8" CONCRETE EXTERIOR WALL 8" CMU WALL NEW 3J"X 1j" GALV. METAL STUDS 25 GAUGE ® 24" O.C. WITH J" DRYWALL BOTH SIDES. VERIFY RATED WALLS WITH SHEET AO.10 WCG/Neel-Schaffer, Inc. 1705 19th Place, Suite G-3 Vero Beach, Florida 32960 Phone:772-770-4707 Fax:772-770-4640 www.neel-schaffer.com CA 9582 AA26000682 Consultants: Key Plan: Issues: No.: Date: Description: A 02.23.04 REVIEW B 03.03.04 REVIEW C 03.10.04 PER MEETING W/ WENDY BRANN D 03.29.04 PER MEETING E 04.16.04 PRICING 01 06.01.04 PERMIT 02 06.30.04 REVISION 01 03 07.29.04 CONSULTANT ISSUE — REVISIONS 04 08.09.04 REVISION 02 Project: Office Building DICKERSON OF FLORIDA N. 25TH STREET FT. PIERCE, FLORIDA Drawing Title: FLOOR PLAN Drawn: Issue Date: PWJ 06.01.04 Checked: PWJ Approved: Scale: RJM AS N Project No.: 56eet No.: NN.01430.001 A2. "%.- 1) HE ATTACHED PLANS HAVE BEEN DESI AND ARE IN OMPLIANCE WITH THE 2001 FLORIDA BUILDING CODE USING A WaMUM WIND VELOCITY OF 140 MPH. ENGINEERING DESIGN IS Y WCG/NEEL-SCHAFFER, INC. AND IS SITE SPECIFIC AND NOT AUD WITHOUT THE AUTHORIZED SIGNATURE AND SEAL OF A EGISTERED PROFESSIONAL ENGINEER. THESE NOTES ARE PART F THE CONSTRUCTION DOCUMENTS AND MUST BE READ AND DHERED TO BY ALL APPLICABLE SUBS. DO NOT SCALE THESE RAWINGS, USE FIGURED DIMENSIONS ONLY. IF A DISCREPANCY CCURS, CONTACT WCG/NEEL-SCHAFFER INC. AT 72-770-4707 FOR CLARIFICATIONS. HESE DOCUMENTS TO WHICH I HAVE AFFIXED MY SIGNATURE ND SEAL WERE PREPARED BY ME AND/OR UNDER MY DIRECT UPERASION. THESE DOCUMENTS ARE INSTRUMENTS OF USE ND ARE PROTECTED BY THE COPYRIGHT LAW OF THE U.S. HEY MAY NOT BE REPRODUCED IN WHOLE OR PART WITHOUT 'RrrTEN PERMISSION OF THE ARCHITECT/ENGINEER. THE ERRFICATION CONTAINED HEREIN APPLIES ONLY TO THOSE TRUCIURAL ELEMENTS COVERED UNDER THE 2001 FLORIDA UILDING CODE. COPYRIGHT 0 2004. r hVJ p2094 Peter W. Jol es, AIA Date Florida Registration # AR17858 01 'Il3:\Projerts\WN,01430,001 Piskerson Phase one\Dra1Af1n^G\r^nstrurtlnn Documents\AF\RFVISIONS 07n'n4\A2.11 ),"T rInnr Plan.dwg, 8/7/700410-?8:51 Pre KM-485nw,pc3 5GALE: I/8" = I' -Oil Rick J. Melchiori, PE Date Florida Registration # 48947 DOOR SCHEDULE ROOM FINISH SCHEDULE Wca NEELNkSCHAFFER Ld W z Z O O o N_ Ul O w d O DOOR FRAME REMARKS w F O O � M Ul w Z a Y M U w = 1- f- o O ~ O D (0 Z O U = Z w Z (5 Q w Z O F- Q w -J W Q w O _ ~ Z U1 Z O U � < j Q C E Li c IL w m Z Z O O p 01 10'-0" X 8'-0" AL MANF AL 20 min. PAIR 3'-0" X 8'-0" 01 02 3'-0" X 7'-0" SCW PAINT HM 20 min. 02 03 3'-0" X 7'-0" SCW PAINT HM 20 min. 03 04 3'-0" X 7'-0" SCW PAINT HM 20 min. 04 05 3'-0" X 7'-0" SCW PAINT HM 20 min. 05 06 3'-0" X 7'-0" SCW PAINT HM 20 min. 06 07 3'-0" X 7'-0" SCW PAINT HM 20 min. 07 08 3'-0" X 7'-0" SCW PAINT HM 20 min. 08 09 3'-0" X 7'-0" SCW PAINT HM 20 min. 09 10 3'-0" X 7'-0" SCW PAINT ti HM 20 min. 10 11 3'-0" X 7'-0" SCW PAINT HM 20 min. PAIR 11 12 3'-0" X 7'-0" SCW PAINT HM 20 min. 12 13 3'-0" X 7'-0" SCW PAINT HM 20 min. 13 14 3'-0" X 7'-0" SCW PAINT HM 20 min. 14 15 3'-0" X 7'-0" SCW PAINT HM 20 min. 15 16 3'-0" X 7'-0" SCW PAINT HM 20 min. 16 17 3'-0" X 7'-0" SCW PAINT HM 20 min. 17 18 3'-0" X 7'-0" SCW PAINT HM 20 min. 18 19 5'-6" X 7'-0" ti AL MANF AL 20 min. S—O" X 7'-0" DOOR 19 20 3'-0" X 7'-0" SCW PAINT HM 20 min. 20 21 3'-0" X 7'-0" SCW PAINT HM 20 min. 21 22 3'-0" X 7'-0" SCW PAINT HM 20 min. 22 23 3'-0" X 7'-0" SCW PAINT HM 20 min. 23 24 3'-0" X 7'-0" SCW PAINT HM 20 min. 24 25 3'-0" X 7'-0" SCW PAINT HM 20 min. PAIR 25 26 10'-0" X 8'-0" SCW PAINT HM 20 min. 26 27 3'-0" X 7'-0" SCW PAINT HM 20 min. 27 28 3'-0" X 7'-0" SCW PAINT HM 20 min. 28 29 3'-0" X 7'-0" SCW PAINT HM 20 min. 29 30 3'-4" X 7'-0" AL MANF AL 20 min. 3'-0" X 7'-0" DOOR 30 31 3'-0" X 7'-0" ti SCW PAINT HM 20 min. 31 32 3'-0" X 7'-0" SCW PAINT HM 20 min. 32 33 3'-0" X 7'-0" SCW PAINT HM 20 min. 33 34 3'-0" X 7'-0" SCW PAINT HM 20 min. 34 35 3'-0" X 7'-0" SCW PAINT HM 20 min. 35 36 3'-0" X 7'-0" SCW PAINT HM 20 min. 36 37 3'-0" X 7'-0" SCW PAINT HM 20 min. 37 38 6'-0" X 7'-0" SCW STAIN HM 20 min. PAIR 38 39 6'-0" X 7'-0" SCW STAIN HM 20 min. PAIR 39 40 3'-0" X 7'-0" SCW PAINT HM 40 41 3'-0" X 7'-0" SCW AINT HM 41 42 3'-0" X 7'-0" SCW AINT I HM 20 min. 42 43 3'-0" X 7'-0" SCW !PAINT HM 20 min. 43 44 3'-0" X 7'-0" 44 45 3'-0" X 7'-0" 45 46 3'-0" X 7'-0" 46 47 3'-0" X 7'-0" HM PAINT HM 47 48 3'-0" X 7'-0" 48 49 3'-0" X 7'-0" 49 HCW = HOLLOW CORE WOOD HM = HOLLOW METAL SCW = SOLID CORE WOOD FIRE = FRENCH SINGLE LITE LVR = FULL LOUVER HC = HOLLOW CORE '01) DOOR SCHEDULE W DOw z 0 of Z 0 U JO Z 0 Of FLOOR BASE WALL CEILING Y Q w D' m Z Q W < O o Q W ¢ O o cD NORTH SOUTH EAST WEST Q Of W a _ N z _ w x Q W ¢ N z Q W ¢ (n z U- Q W Q � (/) z Q Or W tQ _ N z 001 LOBBY CER TILE TBD WOOD TBD GYPBD PAINT GYPBD PAINT GYPBD PAINT GYPBD PAINT AC CLG DETAILED 16'-0"+- (VERIFY CLG. HT.) 001 002 RECEPTION CER TILE TBD WOOD TBD GYPBD PAINT GYPBD PAINT GYPBD PAINT GYPBD PAINT AC CLG DETAILED 20'-0" 002 003 OFFICE CARPET TBD VINYL TBD GYPBD PAINT GYPBD PAINT GYPBD PAINT GYPBD PAINT AC CLG FISSURED 10'-0" 003 004 OFFICE CARPET TBD VINYL TBD GYPBD PAINT GYPBD PAINT GYPBD PAINT GYPBD PAINT AC CLG FISSURED 10'-0" 004 005 OFFICE CARPET TBD VINYL TBD GYPBD PAINT GYPBD PAINT GYPBD PAINT GYPBD PAINT AC CLG FISSURED 10'-0" 005 006 OFFICE CARPET TBD VINYL TBD GYPBD PAINT GYPBD PAINT GYPBD PAINT GYPBD PAINT AC CLG FISSURED 10'-0" 006 007 PLAN ROOM VCT TBD VINYL TBD GYPBD PAINT GYPBD PAINT GYPBD PAINT GYPBD PAINT AC CLG FISSURED 10'-0" 007 008 OFFICE CARPET TBD VINYL TBD GYPBD PAINT GYPBD PAINT GYPBD PAINT GYPBD PAINT AC CLG FISSURED 10'-0" 008 009 OFFICE CARPET TBD VINYL TBD GYPBD PAINT GYPBD PAINT GYPBD PAINT GYPBD PAINT AC CLG FISSURED 10'-0" 009 010 OFFICE CARPET TBD VINYL TBD GYPBD PAINT GYPBD PAINT GYPBD PAINT GYPBD PAINT AC CLG FISSURED 10'-0" 010 011 OFFICE CARPET TBD VINYL TBD GYPBD PAINT GYPBD PAINT GYPBD PAINT GYPBD PAINT AC CLG FISSURED 10'-0" 011 012 OFFICE CARPET TBD VINYL TBD GYPBD PAINT GYPBD PAINT GYPBD PAINT GYPBD PAINT AC CLG FISSURED 10'-0" 012 013 BREAK VCT TBD VINYL TBD GYPBD PAINT GYPBD PAINT GYPBD PAINT GYPBD PAINT AC CLG FISSURED 10'-0" 013 014 OFFICE CARPET TBD VINYL TBD GYPBD PAINT GYPBD PAINT GYPBD PAINT GYPBD PAINT AC CLG FISSURED 10'-0" 014 015 OFFICE CARPET TBD VINYL TBD GYPBD PAINT GYPBD PAINT GYPBD PAINT GYPBD PAINT AC CLG FISSURED 10'-0" 015 016 OFFICE CARPET TBD VINYL TBD GYPBD PAINT GYPBD PAINT GYPBD PAINT GYPBD PAINT AC CLG FISSURED 10'-0" 016 017 MECHANICAL VCT TBD VINYL TBD GYPBD PAINT GYPBD PAINT GYPBD PAINT GYPBD PAINT AC CLG FISSURED 10'-0" 017 018 OFFICE CARPET TBD VINYL TBD GYPBD PAINT GYPBD PAINT GYPBD PAINT GYPBD PAINT AC CLG FISSURED 10'-0" 018 019 OFFICE CARPET TBD VINYL TBD GYPBD PAINT GYPBD PAINT GYPBD PAINT GYPBD PAINT AC CLG FISSURED 10'-0" 019 020 NORTH ENTRY VCT TBD VINYL TBD GYPBD PAINT GYPBD PAINT GYPBD PAINT GYPBD PAINT AC CLG FISSURED 10'-0" 020 021 FILE ROOM VCT TBD VINYL TBD GYPBD PAINT GYPBD PAINT GYPBD PAINT GYPBD PAINT AC CLG FISSURED 10'-0" 021 022 OFFICE CARPET TBD VINYL TBD GYPBD PAINT GYPBD PAINT GYPBD PAINT GYPBD PAINT AC CLG FISSURED 10'-0" 022 023 OFFICE CARPET TBD VINYL TBD GYPBD PAINT GYPBD PAINT GYPBD PAINT GYPBD PAINT AC CLG FISSURED 10'-0" 023 024 OFFICE CARPET TBD VINYL TBD GYPBD PAINT GYPBD PAINT GYPBD PAINT GYPBD PAINT AC CLG FISSURED 10'-0" 024 025 OFFICE CARPET TBD VINYL TBD GYPBD PAINT GYPBD PAINT GYPBD PAINT GYPBD PAINT NONE FISSURED 10'-0" 025 026 CORRIDOR VCT TBD VINYL TBD GYPBD PAINT GYPBD PAINT GYPBD PAINT GYPBD PAINT AC CLG FISSURED 8'-6" 026 027 CORRIDOR VCT TBD VINYL TBD GYPBD PAINT GYPBD PAINT GYPBD PAINT GYPBD PAINT AC CLG FISSURED 8'-6" 027 028 CORRIDOR VCT TBD VINYL TBD GYPBD PAINT GYPBD PAINT GYPBD PAINT GYPBD PAINT AC CLG FISSURED 8'-6" 028 029 VESTIBULE VCT TBD VINYL TBD GYPBD PAINT GYPBD PAINT GYPBD PAINT GYPBD PAINT AC CLG FISSURED 8'-6" 029 030 CORRIDOR VCT TBD VINYL TBD GYPBD PAINT GYPBD PAINT GYPBD PAINT GYPBD PAINT AC CLG FISSURED 8'-6" 030 031 CORRIDOR VCT TBD VINYL TBD GYPBD PAINT GYPBD PAINT GYPBD PAINT GYPBD PAINT AC CLG FISSURED 8'-6" 031 032 CONFERENCE CARPET TBD VINYL TBD GYPBD PAINT GYPBD PAINT GYPBD PAINT GYPBD PAINT AC CLG DETAILED 10'-0" 032 033 ELEVATOR CMU CMU CMU CMU VERIFY ALL FINISHES W/ ELEVATOR MFGR. 033 033A ELEV. EQUIP. VCT TBD VINYL TBD GYPBD PAINT GYPBD PAINT GYPBD PAINT GYPBD PAINT AC CLG FISSURED 10'-0" 033A 034 NETWORK HUB VCT TBD VINYL TBD GYPBD PAINT GYPBD PAINT GYPBD PAINT GYPBD PAINT AC CLG FISSURED 10'-0" 034 035 STAIR VCT TBD VINYL TBD GYPBD PAINT GYPBD PAINT GYPBD PAINT GYPBD PAINT NONE 035 036 MEN CER TILE TBD CER TILE TBD MR GYP C.T./PAINT MR GYP C.T./PAINT MR GYP C.T./PAINT MR GYP C.T./PAINT AC CLG GYP/VINYL 10'-0" 036 037 WOMEN CER TILE TBD CER TILE TBD MR GYP C.T./PAINT MR GYP C.T./PAINT MR GYP C.T./PAINT MR GYP C.T./PAINT AC CLG GYP/VINYL 10'-0" 037 038 COMPUTER VCT TBD VINYL TBD GYPBD PAINT GYPBD PAINT GYPBD PAINT GYPBD PAINT AC CLG FISSURED 10'-0" 038 039 OFFICE CARPET TBD VINYL TBD GYPBD PAINT GYPBD PAINT GYPBD PAINT GYPBD PAINT AC CLG FISSURED 10'-0" 039 040 OFFICE CARPET TBD VINYL TBD GYPBD PAINT GYPBD PAINT GYPBD PAINT GYPBD PAINT AC CLG FISSURED 10'-0" 040 041 OFFICE CARPET TBD VINYL TBD GYPBD PAINT GYPBD PAINT GYPBD PAINT GYPBD PAINT AC CLG FISSURED 10'-0" 041 042 MAIL ROOM VCT TBD VINYL TBD GYPBD PAINT GYPBD PAINT GYPBD PAINT GYPBD PAINT AC CLG FISSURED 10'-0" 042 043 TRAINING VCT TBD VINYL TBD GYPBD PAINT GYPBD PAINT GYPBD PAINT GYPBD PAINT AC CLG FISSURED 10'-0" 043 044 MECH. VCT TBD VINYL TBD GYPBD PAINT GYPBD PAINT GYPBD PAINT GYPBD PAINT NONE 044 045 MECH. VCT TBD VINYL TBD GYPBD PAINT GYPBD PAINT GYPBD PAINT GYPBD PAINT NONE 045 046 FILE ROOM VCT TBD VINYL TBD GYPBD PAINT GYPBD PAINT GYPBD PAINT GYPBD PAINT AC CLG FISSURED 9'-0" 046 047 MECH. VCT TBD VINYL TBD GYPBD PAINT GYPBD PAINT GYPBD PAINT GYPBD PAINT NONE 047 048 MECH. VCT TBD VINYL TBD GYPBD PAINT GYPBD PAINT GYPBD PAINT GYPBD PAINT NONE 046 049 MECH. VCT TBD VINYL TBD GYPBD PAINT GYPBD PAINT GYPBD PAINT GYPBD PAINT NONE 047 FINISH SCHEDULE WCG/Neel-Schaffer, Inc. 1705 19th Place, Suite G-3 Vero Beach, Florida 32960 Pha e:772-770 4707 Fax:772-770-4640 w .neel-schaffer.00m CA 9582 AA26000682 Consultants: Key Plan: Issues: No.: Date: Description: A 02.23.04 REVIEW B 03.03.04 REVIEW C 03.10.04 PER MEETING W/ WENDY BRANN D 03.29.04 PER MEETING E 04.16.04 PRICING 01 06.01.04 PERMIT 02 06.30.04 REVISION 01 03 07.29.04 CONSULTANT ISSUE — REVISIONS 04 08.09.04 REVISION 02 Project: Office Building DICKERSON OF FLORIDA N. 25TH STREET FT. PIERCE, FLORIDA Drawing Title: SCHEDULES Drawn: PWJ Checked: PWJ Approved: RJM Project No.: WN.01430.001 Issue Date: 06.01.04 Scale: AS NOTED ih No.: A2.30 THE ATTACHED PLANS HAVE BEEN DESIGN R Nm'IaeE IN COMPLIANCE WITH THE 2001 FLORIDA BUILDI DE USING A MAXIMUM WIND VELOCITY OF 140 MPH. ENGINEERING DESIGN IS BY WCO/NEEL—SCHAFFER, INC. AND IS SITE SPECIFIC AND NOT VALID WITHOUT THE AUTHORIZED SIGNATURE AND SEAL OF A REGISTERED PROFESSIONAL ENGINEER. THESE NOTES ARE PART OF THE CONSTRUCTION DOCUMENTS AND MUST BE READ AND ADHERED TO BY ALL APPLICABLE SUBS. DO NOT SCALE THESE DRAWINGS, USE FIGURED DIMENSIONS ONLY. IF A DISCREPANCY OCCURS, CONTACT WCG/NEEL—SCHAFFER INC. AT 772-770-4707 FOR CLARIFICATIONS. THESE DOCUMENTS TO WHICH I HAVE AFFIXED MY SIGNATURE THE ARCHITECT/ENGINEER. THE HEREIN APPLIES ONLY TO THOSE OVERED UNDER THE 2001 FLORIDA L7 1 1 2004 Peter W. Jorg'es, AIA Date Florida Registration # AR17858 -j;:\Projects\WN,01430.001 Dicl arson Phasn One\Drawings\Cnnstruction Document,%AE\RFVISIONS 0701wi� A? 30 Schedules.dwq, 8/7/20n4 10:30:43 PM, KM-01;nw nc3 Rick J. Melchiori, PE Date Florida Registration # 48947 PARTIAL PLAN_ 01 0 UP STAIR 035 1/12" DIA. STAINLESS STEEL GRAB BAR PER ADA REQUIREMENTS (TYPICAL) CORRIDOR ,{11 A 411 028 411 411 81-1011 11.1. ro'-o" i.A- 8'-Im" ✓ 12'-5II 54" MIN. 12" 42" MIN. GRAB BAR T.P. ISp P. �� rtsl z m 1 ADA WATER CLOSET VJ VESTIBULE 029 5C,4LE: 1/2" = 1'-011 7'- 601, MIN. 6" MAX. 18" 42" MIN. 36" MIN. z F 041 ADA STALL CLEAR FLOOR SPACE SCALE: 3/8" = I'-m11 30"X48" CLEAR FLOOR SPACE AT LAVATORY 614ALL COMPLY W/ 4.IS3 is" MIN. CONSTRUCTION LEGEND 8" CONCRETE EXTERIOR WALL CLEAR \ 8" CMU WALL FLOOR SPACE NEW 3J"X 11" GALV. METAL STUDS 25 GAUGE 0 24" O.C. WITH J" DRYWALL BOTH SIDES. VERIFY RATED WALLS WITH SHEET A0.10 rL 01 coo? 5CALE: 1/2" = 1'-011 Wca illIlk NEELwSCHIII WCG/Neel-Schaffer, Inc. 1705 19th Place, Suite G-3 Vero Beach, Florida 32960 Phone:772-770-4707 Fax:772-770-4640 www.neel-schaffer.com CA 9582 AA26000682 Consultants: Key Plan: Issues: No.: Date: Description: A 02.23.04 REVIEW B 03.03.04 REVIEW C 03.10.04 PER MEETING W/ WENDY BRANN D 03.29.04 PER MEETING E 04.16.04 PRICING 01 06.01.04 PERMIT 02 06.30.04 REVISION 01 03 07.29.04 CONSULTANT ISSUE — REVISIONS 04 08.09.04 REVISION 02 Project: Office Building DICKERSON OF FLORIDA N. 25TH STREET FT. PIERCE, FLORIDA Drawing Title: DETAILED FLOOR PLAN Drawn: Issue Date: PWJ 06.01.04 Checked: PWJ Approved: Scale: RJM AS�OO Project No.: SIfeet No.: WN.01430.001 A2.40 THE ATTACHED PLANS HAVE BEEN DESIG ARE IN COMPLIANCE WITH THE 2001 FLORIDA BUILDING CODE USING A MAXIMUM WIND VELOCITY OF 140 MPH. ENGINEERING DESIGN IS BY WCG/NEEL-SCHAFFER, INC. AND IS SITE SPECIFIC AND NOT VAUD WRHLE THE AUTHORIZED SIGNATURE AND SEAL OF A REGISTERED PROFESSIONAL ENGINEER. THESE NOTES ARE PART OF THE CONSTRUCTION DOCUMENTS AND MUST BE READ AND ADHERED TO BY ALL APPLICABLE SUBS. DO NOT SCALE THESE DRAWINGS, USE FIGURED DIMENSIONS ONLY. IF A DISCREPANCY OCCURS, CONTACT WCG/NEEL-SCHAFFER INC. AT 772-770-4707 FOR CLARIFICATIONS. THESE DOCUMENTS TO WHICH I HAVE AFFIXED MY SIGNATURE AND SEAL WERE PREPARED BY ME AND/OR UNDER MY DIRECT SUPERVISION. THESE DOCUMENTS ARE INSTRUMENTS OF USE AND ARE PROTECTED BY THE COPYRIGHT LAW OF THE U.S. THEY MAY NOT BE REPRODUCED IN WHOLE OR PART WITHOUT WRITTEN PERMISSION OF THE ARCHITECT/ENGINEER. THE CERTIFICATION CONTAINED HEREIN APPLIES ONLY TO THOSE STRUCTURAL ELEMENTS COVERED UNDER THE 2001 FLORIDA BUILDING CODE. COPYRIGHT O 2004, WCG/NEEL-SCHAFFER,INC. UG 1 1 2004 P ter W. J es, AIA Date Florida Registration # AR17858 G:\Projects\WN.01430.001 Dickerson Phase nr,n\nrawings\Constructinn DOcummnts\AE\RFVTSIONS 0711104\A2.40 DETAIL FLOOR PI AN.dwg, 8/7/200410:49,1.0 PM, KM-4850w.pc3 Rick J. Melchiori, PE Date Florida Registration # 48947 WIG ifs NEELM�SCHAFFER TOP OF PARAPET CEILIWG e FINISH € SECOND FLOOR -v N � N CEILING TILE INSET (TYPICAL) .. 6 _ IL 11 .\ ..f .54 L, sl.. .•• hf L ry.L' '• L ' :•.51 4 :•: t •• 1•L ' FINISH FIRST FLOOR .• _ - '' � `' • .. . _ r v N •'•1 L • v A5 01 FRONT ELEVATION ODOK[E[200H IFLM01019 UH@o ^'• y HIGH LETTERS TILE INSET (TYPICAL) El1:1 El J—S° HIGH LETTERS I ❑ 0 a ❑ 1 w • w. '1 - ' .... • • L •1 L , 1 f } - w t• 'S a'1 '. aJ• '.\ . t. 4..•. :t •,a . 5 •. t• !. • L• ,J• 'v' a •'1• TOP OF PARAPET s ING C40NCF ETE PANELS -FINISH PER OU.NE (1YPIG ) PILE INSET (T GAL) 0 ro ❑ ❑ E ❑ FINISH SECOND FLOOR 0 N CEILING 1 . • t . •t _ - K L _ _ 6 .... a7171 41 N— •a' a •Y• ..I e ••j • J` ' i . t• . • L a• �• F T. 4 '? •a .L• . 5 '•1+ 5 • • ••J 'J.• •f' 'L L•w "•i 1. ' •'4 ''S r ..r 5 • 1 • •~5 FINISH ' • '1 •5.• h a• Y- FIRST FLOOR • { � •,• t � •..•• ; :. • :;•,` .:.:..: ^'•'. •' • : • 1` :..{ is a .. 1• ...: ,..• . . RIGHT ELEVATION SCALE: 1/4" = I'-011 SCALE: 1/4" = I'-011 G�0*4 WCG/Neel-Schaffer, Inc. 1705 19th Place, Suite G-3 Vero Beach, Florida 32960 Phone:772-770-4707 Fax:772-770-4640 www.neel-schaffer.mm CA 9582 AA26000682 Consultants: Key Plan: Issues: No•: Date: Description: A 23.0 02. 4 REVIEW B 03.03.04 REVIEW C 03.10.04 PER MEETING W/ WENDY BRANN D 03.29.04 PER MEETING E 04.16.04 PRICING 01 06.01.04 PERMIT 02 06.30.04 REVISION 01 03 07.29.04 CONSULTANT ISSUE — REVISIONS 04 08.09.04 REVISION 02 Project: Offic: e Building DICKERSON OF FLORIDA N. 25TH STREET FT. PIERCE, FLORIDA Drawing Title: ELEVATIONS Drawn: Issue Date: PWJ 06.01.04 Checked: PWJ Approved: Scale: RJM 02 Project No.: o.iNN.01430.001 (A3.1 THE ATTACHED PLANS HAVE BEEN DESIGNED FORR AND AND ARE IN MAXIMUM COMPLIANCE D V THE 2001 FLORIDA BUILDING CODE USING I MAXIMUM WIND VELOCITY OF 140 MPH. ENGINEERING DESIGN IS BY WCG/NEEL—SCHAFFER, INC. AND IS SITE SPECIFIC AND NOT VALID WITHOUT THE AUTHORIZED SIGNATURE AND SEAL OF A REGISTERED PROFESSIONAL ENGINEER. THESE NOTES ARE PART OF THE CONSTRUCTION DOCUMENTS AND MUST BE READ AND ADHERED TO BY ALL APPLICABLE SUBS, DO NOT SCALE THESE DRAWINGS, USE FIGURED DIMENSIONS ONLY. IF A DISCREPANCY OCCURS, CONTACT WCG/NEEL—SCHAFFER INC. AT 772-770-4707 FOR CLARIFICATIONS. THESE DOCUMENTS TO WHICH I HAVE AFFIXED MY SIGNATURE AND SEAL WERE PREPARED BY ME AND/OR UNDER MY DIRECT SUPERVISION. THESE DOCUMENTS ARE INSTRUMENTS OF USE AND ARE PROTECTED BY THE COPYRIGHT LAW OF THE U.S. THEY MAY NOT BE REPRODUCED IN WHOLE OR PART WITHOUT WRITTEN PERMISSION OF THE ARCHITECT/ENGINEER. THE CERTIFICATION CONTAINED HEREIN APPLIES ONLY TO THOSE STRUCTURAL ELEMENTS COVERED UNDER THE 2001 FLORIDA Pbter W. Johes, AIA Date Florida Registration # AIR17858 -G:\Protects\WN,01430,001 D•ICkersnn Phase one\Drawings\Construction DoeumeWq\AF\RFVTS10NS 070104\A3.10 &3,11 BuIldino Elevatlons.dwg, 8/7/2004 10:59,17 PM, KM-4850w,pc3 Rick J. Melclhiori, PE Date Florida Registration # 48947 Wca TOP OF PARAPET co r s CEILING 0 N TYP. 1'-4- SCUPPER AND LEADER LOCATIONS(S) - TYPICAL TILE INSET ■ (TYPICAL) 25'-4" CONCRETE PANELS - FINISH PER MINER (TYPICAL) M-4n FINISH SECOND FLOOR , a ;v ;• • Q. +_: `9 • � FINISH Y„ .• 1. ...•'..• 5 ... 5• .' ... x•... S .... •. •. :..,.., ..•.,'� _ FIRSTFLOOR IRS .+.. ..:....,..,.• .. .. _. .... , ._ 01 REAR ELEVATION 211-41 1'-4" ry 5•: �t .5 5CALE: 1/4" = I'-011 CEI CON TE PANELS - INISH PER PICAL) TILE INSET (TYPICAL) s 7A FINISH SECOND FLOOR v N a r CEILING ::. •k. FINISH '• 4 W• YR• •'. •' FIRST F Low .t. 4.. _ % }14 LEFT ELEVATION 02) SCALE. 1/4" = I'_011 N e NEEL1wSCHAFFER WCG/Neel-Schaffer, Inc. 1705 19th Place, Suite G-3 Vero Beach, Florida 32960 Phone:772-770-4707 Fax:772-770-4640 w .neel-schaffencom CA 9582 AA26000682 Consultants: Key Plan: Issues: No.: Date: Description: A 02.23.04 REVIEW B 03.03.04 REVIEW C 03.10.04 PER MEETING W/ WENDY BRANN D 03.29.04 PER MEETING E 04.16.04 PRICING 01 06.01.04 PERMIT 02 06.30.04 REVISION 01 03 07.29.04 CONSULTANT ISSUE — REVISIONS 04 08.09.04 REVISION 02 Project: Office Building DICKERSON OF FLORIDA N. 25TH STREET FT. PIERCE, FLORIDA Drawing Title: ELEVATIONS Drawn: Issue Date: PWJ 06.01.04 Checked: PWJ Approved: Scale: Rim AS�t Q D Pr o6heet No.: WN.01430.001\ A3. THE ATTACHED PLANS HAVE BEEN DESIG NED-rM nD ARE IN COMPLIANCE WITH THE 2001 FLORIDA BUILDING CODE USING MAXIMUM WIND VELOCITY MY OF 140 MPH. I ENGINEERING DESIGNS VA WCG/THOU- THE AUTHORIZED INC. AND IS SITE SPECIFIC AND NOT VALID WITHOUT THE AUTHORIZED SIGNATURE AND SEAL OF A REGISTERED PROFESSIONAL ENGINEER. THESE NOTES ARE PART OF THE CONSTRUCTION DOCUMENTS AND MUST BE READ AND ADHERED TO BY ALL APPLICABLE SUBS. DO NOT SCALE THESE DRAWINGS, USE FIGURED DIMENSIONS ONLY. IF A DISCREPANCY OCCURS, CONTACT WCG/NEEL-SCHAFFER INC. AT 772-770-4707 FOR CLARIFICATIONS. THESE DOCUMENTS TO WHICH I HAVE AFFIXED MY SIGNATURE AND SEAL WERE PREPARED BY ME AND/OR UNDER MY DIRECT SUPERVISION. THESE DOCUMENTS ARE INSTRUMENTS OF USE AND ARE PROTECTED BY THE COPYRIGHT LAW OF THE U.S. THEY MAY NOT BE REPRODUCED IN WHOLE OR PART WITHOUT WRITTEN PERMISSION OF THE ARCHITECT/ENGINEER. THE CERTIFICATION CONTAINED HEREIN APPLIES ONLY TO THOSE STRUCTURAL ELEMENTS COVERED UNDER THE 2001 FLORIDA BUILDING CODE. COPYRIGHT O 2004. AU6 1 1 2004 P ter W. Jones, AIA Date Florida Registration # AR17858 --Il3:\Projects\WN.01430,001 Dickerson Phase One\Drawings\Construction Documents\AE\REVISIONS 070104\A3,10 83.11 Building Elevations.dwg, 8/7/2004 11:21:54 PM, KM-4850w.pc3 Rick J. Melchiori, PE Date Florida Registration # 48947 TOP OF PARAPET N I a CEILING 3-PLY BUILT-UP ROOFING ON 02 02 ALL EIDGES N. a PENETRATIONS ASN 37.11 S7.11 0 I CO r FINISH N I SECOND FLOOR N O I V CEILING s7.n I 1 s7.n s7.n 1 1 s7.n o PLAN ROOM ORRIDOR CONFERENCE RECEPTION TRAINING ORRIDOI FILING ROOM I 0 1 1 1 1 FINISH FIRST FLOOR — — A4.12 A4.12 01 01 BUILDING SECTION 02 05 A4.12 87.11 TOP OF 03 PARAPET SLOPE 1/4" / Fi. N I — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — CEILING 02 S7.11 1 1 3-PLY BUILT-UP ROOFING 04 ON 2.6" MIN. ISO. BOARD 87.11 (R-IS)-FLASH d02/ ALL EDGES 1 o STORAGE PENETRATIONS I 00 FINISH N SECOND FLOOR - - - - - - - - - - - - ------ - - - - - ---- ---- N O I N — — — — — — — — — — — CEILING 1 � 1 s7.n L06RY o REC TON MAIL ROOM WOMEN C RRIDOR 6REAK ROOM 0 Ll 1 1 FINISH FIRST FLOOR A4.12 02 BUILDING SECTION 01 SCALE: 1/4" = v-011 WCrA illk NEELwSCHAFFER WCG/Neel-Schaffer, Inc. 1705 19th Place, Suite G-3 Vero Beach, Florida 32960 Phone:772-770-4707 Fax:772-770-4640 w .neel-schaffer.mrn CA 9582 AA26000682 Consultants: Key Plan: Issues: No.: Date: Description: A 02.23.04 REVIEW B 03.03.04 REVIEW C 03.10.04 PER MEETING W/ WENDY BRANN D 03.29.04 PER MEETING E 04.16.04 PRICING 01 06.01.04 PERMIT 02 06.30.04 REVISION 01 03 07.29.04 CONSULTANT ISSUE — REVISIONS 04 08.09.04 REVISION 02 Project: Office Building DICKERSON OF FLORIDA N. 25TH STREET FT. PIERCE, FLORIDA Drawing Title: BUILDING SECTIONS Drawn: Issue Date: PWJ 06.01.04 Checked: PWJ Approved: Scale: RJM 62 A ED Project No.: Sheet No.: INN.01430.00 A4. 1 0 THE ATTACHED PLANS HAVE BEEN DESIGNED FOR AND ARE IN COMPLIANCE WITH THE 2G01 FLORIDA BUILDING CODE USING A MAXIMUM WIND VELOCITY OF 140 MPH. ENGINEERING DESIGN IS BY WCG/NEEL-SCHAFFER, INC. AND IS SITE SPECIFIC AND NOT VALID WITHOUT THE AUTHORIZED SIGNATURE AND SEAL OF A REGISTERED PROFESSIONAL ENGINEER. THESE NOTES ARE PART OF THE CONSTRUCTION DOCUMENTS AND MUST BE READ AND ADHERED TO BY ALL APPLICABLE SUBS. DO NOT SCALE THESE DRAWINGS, USE FIGURED DIMENSIONS ONLY. IF A DISCREPANCY OCCURS, CONTACT WCG/NEEL-SCHAFFER INC. AT 772-770-4707 FOR CLARIFICATIONS. THESE DOCUMENTS TO WHICH I HAVE AFFIXED MY SIGNATURE AND SEAL WERE PREPARED BY ME AND/OR UNDER MY DIRECT SUPERVISION. THESE DOCUMENTS ARE INSTRUMENTS OF USE AND ARE PROTECTED BY THE COPYRIGHT LAW OF THE U.S. THEY MAY NOT BE REPRODUCED IN WHOLE OR PART WITHOUT WRITTEN PERMISSION OF THE ARCHITECT/ENGINEER. THE CERTIFICATION CONTAINED HEREIN APPLIES ONLY TO THOSE STRUCTURAL ELEMENTS COVERED UNDER THE 2001 FLORIDA BUILDING CODE. COPYRIGHT c 2004. Peter W. Jopes, AIA Date Florida Registration # AR17858 -,1nfN.6i4 i? 0111 rirkpl56n Pha§s I)oe11R1ant011r`r11T§1 if 17 07010AA4.10 niiildina F :., � 9 p€„-,nnl 9 i.:6J;�J OM, I?T 4dF.fl J.j3c3 Rick J. Melchiori, PE Date Florida Registration # 48947 WCO 2 LAYERS TYPE X' DRYWALL MECHANICALLY FASTENED TO JOIST BOTTOM - FIRE CAULK ALL PENETRATIONS ACCORDING TO CODE AND AT WALLS - PROVIDE METAL CHANNEL FRAMING FOR ATTACHMENT I HP, FIRE RATED WALL - U.L. 0465 - SEE DETAIL 01 / A4.13 SUSPENDED ACOUSTICAL TILE CEILING W/ ACOUSTICAL 5ATT INSULATION 01 SECTION a FIRE RATED CORRIDOR(2 SCALE: P = 1'-0" 2 LAYERS TYPE "X" DRYWALL MECHANICALLY FASTENED TO JOIST BOTTOM - FIRE CAULK ALL PENETRATIONS ACCORDING TO CODE AND AT WALLS 8'-6 " CEILING First Floor Rated Corridor SECTION a FIRE RATED CORRIDOR SUSPENDED ACOUSTICAL TILE CEILING W/ ACOUSTICAL BATT INSULATION 1 HR FIRE RATED WALL - U.L. 0465 - SEE DETAIL OI / A4.13 SCALE: P = 1'-0" SECTION a FIRE RATED LOBBY WALL VJ SCALE: P = 1'-0" Iy G ifs NEELMLSCHAFFER WCG/Neel-Schaffer, Inc. 1705 19th Place, Suite G-3 Vera Beach, Florida 32960 Phone:772-770-4707 Fax:772-770-4640 viW W.neel-schaffenoum CA 9582 AA26000682 Consultants: Key Plan: Issues: No.: Date: Description: A 02.23.04 REVIEW B 03.03.04 REVIEW C 03.10.04 PER MEETING W/ WENDY BRANN D 03.29.04 PER MEETING E 04.16.04 PRICING 01 06.01.04 PERMIT 02 06.30.04 REVISION 01 03 07.29.04 CONSULTANT ISSUE — REVISIONS 04 08.09.04 REVISION 02 Project: Office Building DICKERSON OF FLORIDA N. 25TH STREET FT. PIERCE, FLORIDA Drawing Title: WALL SECTIONS Drawn: Issue Date: PWJ 06.01.04 Checked: PWJ Approved: Scale: RJM AS NOTEDAO Project No.: reet No.: INN.01430.001 A4.12 THE ATTACHED PLANS HAVE BEEN DESIGNED FOR ARE IN COMPLIANCE WITH THE 2001 FLORIDA BUILDING CODE USING A MAXIMUM WIND VELOCITY OF 140 MPH. ENGINEERING DESIGN IS BY WCG/NEEL-SCHAFFER, INC. AND IS SITE SPECIFIC AND NOT VALID WITHOUT THE AUTHORIZED SIGNATURE AND SEAL OF A REGISTERED PROFESSIONAL ENGINEER. THESE NOTES ARE PART OF THE CONSTRUCTION DOCUMENTS AND MUST BE READ AND ADHERED TO BY ALL APPLICABLE SUBS. DO NOT SCALE THESE DRAWINGS, USE FIGURED DIMENSIONS ONLY. IF A DISCREPANCY OCCURS, CONTACT WCG/NEEL-SCHAFFER INC. AT 772-770-4707 FOR CLARIFICATIONS. THESE DOCUMENTS TO WHICH I HAVE AFFIXED MY SIGNATURE AND SEAL WERE PREPARED BY ME AND/OR UNDER MY DIRECT SUPERVISION. THESE DOCUMENTS ARE INSTRUMENTS OF USE AND ARE PROTECTED BY THE COPYRIGHT LAW OF THE U.S. THEY MAY NOT BE REPRODUCED IN WHOLE OR PART WITHOUT WRITTEN PERMISSION OF THE ARCHITECT/ENGINEER. THE CERTIFICATION CONTAINED HEREIN APPLIES ONLY TO THOSE STRUCTURAL ELEMENTS COVERED UNDER THE 2001 FLORIDA 1 12004 Peter W. Jones, AIA Date Florida Registration # AR17858 C,:\Prpjert5\tAIN.01430.0g1 Dickerson Pha5a nn@\r)rawing5\r�n0rl,irtion P8rl�mnnt5\AF\REVTrT0N5 070jn4\A4 12 WNI �@:tlon§ 0-n. 8/7/20Ri 11-n7'?4 PM VM=J950w:pt3 Rick J. Melchior!, PE Date Florida Registration # 48947 Wca N w d LINE OF STRUCTURE A50VE ACOUSTIC SEALANT E BACKER ROD (TYP TOP E BOTTOM) LINE / CEILING 3" SOUND ATTENUATION BLANKET INSULATION 3 5/6" X 25 GA METAL STUDS 9 24" C/C W/ I PLY / 5/8" FIRE RATED GYPSUM WALLBOARD EA SIDE 3 5/O" X 25 GA METAL CONT STUD RUNNER (TYP TOP Q BOTTOM) SCHED BASE LINE / SLAB I Hr. Rating PARTITION TF(NON5E,4RING ONLY) RATED PARTITION TYPES 01) 5CAL3=: 11/2" 1'-011 b" THICK FORM E POUR CONCRETE ELEVATOR CAP WITH 05 BARS 9 12" ON CENTER EACH WAY 03 STIRRUPS 6 1211 O.C. (2) 05 BARS TOP E 50TTOM 8" X lb" FORM E POUR - (2) 05 BARS TOP E 50TTOM WITH 03 STIRRUP a 1211 O.C. GRANULATED CAP MEMBRANE OVER MODIFIED BITUMINOUS MEMBRANE ROOFING SYSTEM OVER IS GA. EPICORE OR APPROVED EQUAL METAL ROOF DECK STAINLESS STEEL ELEVATOR DOOR AND FRAME (TYP.) (2) COUR5E5 8" LINTEL BLOCK POURED SOLID W/ (1) #5 CONT. 5/8" GYPSUM DRYWALL ON 1 1/2" MTL FURRING -s 2411 O.C. (1) 8" PRESTRESSED CONCRETE LINTEL POURED SOLID WITH (1) #5 BAR CONTINUOUS STAINLESS STEEL ELEVATOR DOOR AND FRAME (TYP.) GUIDE RAIL BRACKET (1) 05 BAR CONTINUOUS 4" CONCRETE 5LA5 W/ (o "X611 W2,9 X 2.9 WWM ON VISQUEEN VAPOR BARRIER OVER TERMITE TREATED, COMPACTED FILL. (3) 0 5 RODS HORIZONTAL- CONT. n t- W 21-oil 01 02 S7. SECTION THROUGH ELEVATOR -TYPICAL02 S'-O" CEILING rik S.A.T. CEILING GUIDE RAIL BRACKET JACK 8" C:MU W,4LL SECOND FLOOR 121-01' (2) COURSES 811 LINTEL BLOCK POURED SOLID W/ (U #5 CONT. (1) 05 VERTICAL BAR IN CONCRETE FILLED CELLS PER SPECIFICATIONS (SEE FOUNDATION PLAN AND FLOOR PLAN) IHR RATED CMU WALL (TYP.) JACK TOP OF 5LA6 0-011(PATUM) 811 CMU WATER PROOF MEMBRANE (TYP.) (U 15 DOWEL - SEE FOUNDATION PLAN FOR STEEL LAP INFORMATION SGALi=: 1/211 _ 11-0II NOTE: ALL ELEVATOR DETAILS MUST BE VERIFIED 1U17N ELEVATOR MANUFACTURER ANp INSTALLER PRIOR TO CONSTRUCTION Q GO NC-MmkSCHAFFER WCG/Neel-Schaffer, Inc. 1705 19th Place, Suite G-3 Vero Beach, Florida 32960 Phone: 772-770-4707 Fax: 772-770-4640 w W w.neel-schaffer.com CA 9582 W6000682 .onsultants: Key Plan: Issues: No.: Date: Description: A 02.23.04 REVIEW B 03.03.04 REVIEW C 03,10.04 PER MEETING W/ WENDY BRANN D 03.29.04 PER MEETING E 04.16.04 PRICING 01 06.01.04 PERMIT 02 06.30.04 REVISION 01 03 07.29.04 CONSULTANT ISSUE — REVISIONS 04 08.09.04 REVISION 02 Project: Office Building DICKERSON OF FLORIDA N. 25TH STREET FT. PIERCE, FLORIDA Drawing Title: WALL SECTIONS Drawn: Issue Date: PWJ 06.01.04 Checked: PWJ Approved: Scale: RJM AS NOTED AO Project No.: Bet No.: WN.01430.001 A4.13 THE ATTACHED PLANS HAVE BEEN DESIGNED FOR ARE IN COMPLIANCE WITH THE 2001 FLORIDA BUILDING CODE USING A MAXIMUM WIND VELOCITY OF 140 MPH. ENGINEERING DESIGN IS BY WCO/HEEL-SCHAFFER, INC. AND IS SITE SPECIFIC AND NOT VALID WTTI1OUi THE AUTHORIZED SIGNATURE AND SEAL OF A REGISTERED PROFESSIONAL ENGINEER. THESE NOTES ARE PART OF THE CONSTRUCTION DOCUMENTS AND MUST BE READ AND ADHERED TO BY ALL APPLICABLE SUBS. DO NOT SCALE THESE DRAWINGS, USE FIGURED DIMENSIONS ONLY. IF A DISCREPANCY OCCURS, CONTACT WCG/NEEL-SCHAFFER INC. AT 772-770-4707 FOR CLARIFICATIONS. THESE DOCUMENTS TO WHICH I HAVE AFFIXED MY SIGNATURE AND SEAL WERE PREPARED BY ME AND/OR UNDER MY DIRECT SUPERVISION. THESE DOCUMENTS ARE IN OF USE AND ARE PROTECTED BY THE COPYRIGHT LAW OF THE U.S. THEY MAY NOT BE REPRODUCED IN WHOLE OR PART WITHOUT WRITTEN PERMISSION OF THE ARCHITECT/ENGINEER. THE CERTIFICATION CONTAINED HEREIN APPLIES ONLY TO THOSE STRUCTURAL ELEMENTS COVERED UNDER THE 2001 FLORIDA BUILDING CODE. COPYRIGHT O 2004, WCG/NEEL-SCHAFFER,INC. 1 1 2004 Peter W. Jones, AIA Date Florida Registration # AR17858 Rick J. Melchiori, PE Date Florida Registration # 48947 G;\Projects\WN,01430,001 Dickerson Phase One\Drawings\Construction Documents\AE\REVISIONS 070104\A4.12 Wall Sections,dwg, 8/7/200411:08:57 PM, KM-4850w.pc3 ELECTRICAL SPECIFICATW (APPLIES TO ALL ELECTRICAL DRAWINGS) (SEE DIVISION 16 PROJECT 5PECIFICATION5 FOR ADDITIONAL REQUIREMENTS) GENERAL 1. LL WORK SHALL BE IN ACCORDANCE WITH THE LATEST ADOPTED EDITION OF THE NATIONAL ELECTRICAL CODE (N.E.C.) ALL LOCAL CODES, ORDINANCES, REGULATIONS AND UTILITY POWER ANND TELEPHONE COMPANY 5TANDARD5. 2. ALL WIRE SHALL BE COPPER TYPE "THHN" FOR SIZES UP TO #8 AND TYPE'THW' FOR #6 AND LARGER (UNLESS OTHERWISE NOTED). MINIMUM WIRE 51ZE SHALL BE #12 AWG 3. ALL BRANCH AND FEEDER CIRCUITS SHALL CONTAIN A SEPARATE GROUNDING CONDUCTOR AND SHALL BE 51ZED AND BONDED IN ACCORDANCE WITH ARTICLE 250 OF THE N.E.C: 4. ALL CONDUIT INSTALLED IN INTERIOR LOCATIONS SHALL BE TYPE E.M.T. WITH STEEL SET SCREW CONNECTORS AND COUPLINGS. ALL CONDUIT INSTALLED IN EXTERIOR LOCATIONS, ABOVE GRADE, SHALL BE GALVANIZED RIGID CONDUIT. ALL CONDUIT BELOW GRADE SHALL BE SCHEDULE 40 P.V.C. ALL CONDUIT SHALL BE CONCEALED. 5. CONTRACTOR TO COORDINATE THE LOCATION OF RECEPTACLES, CONTROL CIRCUITS, COMMUNICATIONS AND DATA OUTLETS, LIGHTING FIXTURES AND DEVICES WITH THE OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION. 6. DRAWINGS ARE DIAGRAMMATIC - CONTRACTOR SHALL REFER TO ARCHITECTURAL, CIVIL AND STRUCTURAL DRAWINGS AND FIELD CONDITIONS FOR ALL DIMENSIONS. 7. CONTRACTOR SHALL OBTAIN AND FURNISH ALL PERMITS REQUIRED. PROVIDE ALL 9 8. THE OPAMNC75 INDICATE THE GENERAL ARRANGEMENT OF CIRCUITS AND OUTLETS, LOCATIONS OF SWITCHES, PANELBOARD5, CONDUITS AND OTHER WORK. PRIOR FIELD VERIFICATION OF ALL DIMENSION 15 REQUIRED. CONDUIT RUNS AND GROUNDING ARE SHOWN DIAGRAMMATICALLY ONLY. FIELD VERIFY ACTUAL ROUTING OF CONDUITS. 9. PROVIDE ALL 20 AMP RATED GREY COLORED WIRING DEVICES UNLE55 OTHERWISE NOTED, INCLUDING STAINLESS STEEL COVER PLATES, JUNCTION BOXES AND PLA5TEK RINGS AS NEEDED TO FACILITATE THE INSTALLATION OF FLUSH MOUNTED DEVICES AS PROJECT CONDITIONS WARRANT. ALL COVER PLATES SHALL BE #302 STAINLESS STEEL UNLE55 OTHERWISE NOTED. 10. ANY PENETRATIONS MADE THROUGH A FIRE RATED ASSEMBLY SHALL BE PROPERLY SEALED TO MAINTAIN THE INTEGRITY OF THE A55EMBLY PER U:L AND NFPA. 11. CONTRACTOR TO PROVIDE STRICT COORDINATION WITH KITCHEN EQUIPMENT AND FIELD VERIFY THE EXACT FINAL LOCATION AND EQUIPMENT POWER CHARACTERISTICS WITH THE OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO CONSTRUCTION. 12. THE WORK SHALL INCLUDE REVISIONS, DEMOLITION, MODIFICATIONS AND REWORK OF THE EXISTING FACILITY AND SYSTEMS AS REQUIRED FOR INSTALLATION OF NEW WORK, AND FOR r..ONNFCTIONS BFPNFFN EXlc)11NG WORK AND NEW WORK WHERE REQUIRED. THE WORK ARE BROKEN BY DEMOLITION WORK, OR BY BUILDING CONSTRUCTION, EXISTING DEVICE WIRING SHALL BE REROUTED AND RECONN 13. EACH BIDDER SHALL INSPECT THE 51TE A5 REQUIRED FOR KNOWLEDGE OF EXISTING CONDITIONS PRIOR TO BIDDING AND FAILURE TO OBTAIN SUCH KNOWLEDGE SHALL NOT RELIEVE THE 5000E55FUL BIDDER OF THE KE61`0013ILITY TO MEET EXISTING CONDITIONS IN PERFORMING THE WORK UNDER THIS CONTRACT. 14, WHERE NEW WORK CANNOT BE INSTALLED WITHOUT CHANGES IN EXISTING FACILITY OR 5Y5TEM5 OR WHERE IT 15 INDICATED ON DRAWINGS TO REWORK AN EXISTING INSTALLATION, THI5 CONTRACT SHALL INCLUDE ALTERATIONS TO EXISTING WORK AS REQUIRED TO INSTALL NEW WORK. ADDITIONS TO THE CONTRACT C05T WILL NOT BE ALLOWED 5ECAU5E OF THIS CONTRACTORS FAILURE TO INSPECT EXISTING CONDITIONS AT THE SITE OF THE WORK. 15, CONTRACTOR SHALL COORDINATE WITH THE LOCAL ELECTRIC POWER UTILITY REPRESENTATIVE AND VERIFY EVERY ASPECT OF THE SERVICE ENTRANCE SIZES, LOCATIONS, AND TERMINATION REQUIREMENTS PRIOR TO BIDDING. 16. PROVIDE HACK RATED CIRCUIT BREAKER5 FOR ALL HVAC EQUIPMENT. CUTTING AND PATCHING 1. THE RE5PON515ILI FOR ANY CUTTING OF CONSTRUCTION WHICH 15 REQUIRED FOR THE INSTALLATION OF 01YI51ON 16 WORK, SHALL BE BY THE CONTRACTOR. THE CONTRACTOR SHALL COORDINATE WITH ALL OTHER TRADES AND THE OWNER BEFOF ANY CUTTING AND OBTAIN APPROVAL FROM THE ARCHITECT/ENGINEER PRIOR TO AP CUTTING. ALL PATCHING. PAINTING AND FIN15H SHALL BE BY THE CONTRACTOR. 2. CUTTING SHALL BE DONE WITH EXTREME CARE AND IN SUCH A MANNER THAT THE STRENGTH OF THE STRUCTURE WILL NOT BE ENDANGERED. WHEREVER P0551BLE, OPENINGS IN CONCRETE OK MASONRY CONSTRUCTION SHALL BE BY CONCRETE SAW OR ROTARY CORE DRILL. OPENINGS IN ANY CONSTRUCTION SHALL BE CUT THE MINIMUM SIZE REQUIRED FOR THE INSTALLATION OF THE WORK, ADEQUATE PROTECTION SHALL BE PROVIDED TO PREVENT DAMAGE TO ADJACENT AREAS AND TO PREVENT DUST FROM SPREADING TO ADJACENT AREA5. 3, WHERE OPENINGS OR HOLES ARE CUT IN CONSTRUCTION AND THE CUTTING BREAKS ELECTRICAL CIRCUITRY OR CONTROL CIRCUITRY CONDUIT AND WIRING, THEN IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO REROUTE THE CIRCUITRY CONDUIT AND REWIRING AND TO COMPLETE THE CIRCUITRY AS REQUIRED AND AS APPROVED BY THE ARCHITECT/ENGINEER. TEMPORARY COMPLETION SHALL BE PROVIDED WHERE NEGE55ARY BEFORE THE PERMANENT REROUTING AND COMPLETION WORK 15 FINISHED, 4. BEFORE ANY CUTTING, PATCHING, OR FINISHING WORK 15 STARTED, DUST AND MOISTURE PROTECTION SHALL FIRST BE INSTALLED AS REQUIRED AND AS SPECIFIED IN THESE SPECIFICATIONS. 5. OPENINGS CUT IN FLOOR SHALL BE CUT BY CORE DRILLING WHERE P05515LE. AFTER WORK 15 INSTALLED THROUGH ANY OPENING IN FLOOR, THE OPENING AROUND THE WORK SHALL BE PATCHED AND SEALED WATERTIGHT AND EPDXY OR SILICONE BASED, NON -CRACKING ELA5TOMERIC SEALANT. PAINTING 1. C-ONTRACTOR. SHALL BE KE517ON5113LE FOR REPAINTING AREAS OF CONSTRUCTION THAT ARE 5CRATCHED, MARRED, OR DAMAGED BY THE NEW CONSTRUCTION: CONTRACTOR SHALL MATCH THE COLOR, TYPE AND THICKNE55 OF PAINT A5 PREVIOUS. ACCEPTANCE TESTING 1. UPON COMPLETION OFF WORK, THE ENTIRE WIRING SYSTEM SHALL BE TESTED, AND SHALL BF SHOWN TO BF IN PROPER WORKING CONDITION IN ACCORDANCE WITH INTENT OF A5-13UILT DRAWINGS 1. THE CONTRACTOR 5H SHALL BE AUTHORIZE DEFINITE 11 L BE AVAILABLE AS REQUIRED. AND KEEP UP TO P.f1'd� ETC., D SET OF 'AILY, i, INCLUDIP NT5 AND AND A AA - PROTECTION 1. THE CONTFACTOK SHALL KEEP AND RUBBISH CAUSED BY HI5 AND AT TIMES DURING PROGRI AND SHALL BE 2. THE CONTI DEBRIS, AND MOISTURE FROM GETTING ON OK IN THE FURNI5HING5 OR EQUIPMENT, 3. THE CONTRACTOR SHALL REPAIR, AT NO C05T TO THE SHALL MATCH THE EX15TING FIN15HE5. GENERAL NOTES: MA THE OTHER NO TO PREVENT DUST, DIRT, UILDING OCCUPANTS NNER, ANY DAMAGE DONE BY 'ON5I13LE FOR ALL CUTTING AND THI5 SHALL AL60INCLUDE THE D11, PARKING AREA5, SIDEWALKS, i BY THE CONTRACTOR. PATCH OF THESE SPECIFICATIONS AND (APPLIES TO ALL ELECTRICAL DRAWINGS.) 1. ALL BRANCH CIRCUIT CONDUITS SHALL CONTAIN A MINIMUM OF 2) #12AWG WIRES, PLUS A MINIMUM OF #12AWG GROUND WIRE UNLE55 OTHERM5 NOTED. ADDITIONAL WIRES REQUIRED ARE 50 INDICATED BY THE NUMBER OF TIC MARKS SHOWN OR AS REQUIRED. ALL HOMERUN BRANCH CIRCUITS AS SHOWN ON THE DRAWINGS SHALL BE INSTALLED AS INDICATED UNLE55 PRIOR APPROVAL FROM THE ENGINEER AND OWNER 15 RECEIVED IN WRITING. ALL BRANCH AND FEEDERS CIRCUITS SHALL HAVE INDIVIDUAL NEUTRAL CONDUCTORS MINIMUM CONDUIT 51ZE SHALL BE 1/2". 2. COORDINATE THE LOCATION OF ALL DEVICES AND 13OXE5 WITH WINDOWS, CHALK/MARKER BOARDS AND BULLETIN BOARDS, BUILT-IN5, AND CABINETS PRIOR TO INSTALLATION OF CONDUITS OR BOXE5. CONTRACTOR SHALL CONSULT ALL CONTRACT DRAWINGS TO VERIFY CONFLICTS WITH MARKER BOARDS, BULLETIN BOARDS, BUILT-IN5, AND CABINET5 PRIOR TO BIDDING. 3. COORDINATE HEIGHTS OF WALL MOUNTED LIGHTING FIXTURES TO CLEAR MIRROR5, CABINETS AND BUILT-IN5. 4. EMERGENCY BALLAST BATTERY PACKS AND EMERGENCY EXIT 51GN6 SHALL BE CONNECTED AHEAD OF LOCAL SWITCHING. 5. FIRE ALARM SYSTEM DESIGN SHALL BE BY OTHERS. PL-2 —�--, PL-4 �—�— SITE LIGHTING 16-3 7 C T I P2-42 P I NO SCALE ELECTRICAL -SYMBOL LEGEND BASIC MATERIALS Se SINGLE POLE SWITCH (BUB5CRIPT INDICATES ITEM CONTROLLED) S3 THREE-WAY SWITCH Fpe 1500 WATT,120Y SLIDE DIMMER - LOWER CASE LETTER INDICATES FIXTURES CONTROLLED. POWER _--- DUPLEX RECEPTACLE i GFI RECEPTACLE. "WP' DENOTES WEATHERPROOF COVER GFI RECEPTACLE MOUNTED ABOVECOUNTER HEIGHT �j CODE 51ZEP,JUNCTION BOX WITH, BLANK IDENTIFIED COVER TWO DUPLEX RECEPTACLE5 WITH COM�ON COVER s/s TRANSIENT VOLTAGE SURGE 5UPPKE55OR SERVICE AND DISTRIBUTION T DRAED CIRCUIT PANELBOARD, OVER 250 VOLTS, 5URFACEMOU BRANCH CIRCUIT PANELBOARD, UNDER 250 VOLTS, SURFACE MOUNTED 3'Pb 600 VOLT RATED FUSED DISCONNECT SWITCH. 3-POLE, 50AMP ASTERISK INDICATES TO FUSE ACCORDING TO MANUFACTURERS RECOMMENDATIONS. NEMA 1 INDOOR, NEMA 3K OUTDOORS 3 M [Sh 600 VOLT RATED NON -FUSED DISCONNECT SWITCH. 3-POLE, 30AMP, NF NF= NON -FUSED. NEMA t INDOORi NEMA 3R OUTO0OR5 1 I LIGHTING (SEE LIGHTING FIXTURE 5CHEDULE) 2x4 FLUORESCENT FIXTURE. NUMBER INDICATES BRANCH CIRCUIT 20 0 WHICH FIXTURE 15 CONNECTED.' i 2x4 FLUORESCENT FIXTURE WITH INTEGRAL EMERGENCY BATTERY 20 EMERGENCY BALLNA5T. NUM13EP IINDICATES BRANCH C'CONPUCTOF TO OI POWER WHICH FIXTURE 15 CONNECTED. ' ' 20 t--x--1 FLUORESCENT WALL MOUNTED FIXTURE. NUMBER INDICATES BRANCH CIRCUIT WHICH FIXTURE 15 CONNECTED. 20i--o--I FLUORESCENT STRIP LIGHT. NUMBER INDICATE5 BRANCH CIRCUIT WHICH FIXTURE 15 CONNECTED. HALF SHADED INDICATES PROVIDED WITH EMERGENCY BALLAST. EMERGENCY EXIT SIGN, CONNECT TO UN5WITCHED "HOT' CONDUCTORS: 20 NUMBER INDICATES BRANCH CIRCUIT WHICH FIXTURE 15 CONNECTED, 0 SHOWER LIGHT, SEE LIGHTING FIXTURE SCHEDULE DRAWING E-1 ,0 EXTERIOR LIGHTING FIXTURE, PEE FIGHTING FIXTURE SCHEDULE DRAWING E-1 MISC. ® COMPUTER TELEPHONE OUTLET BOX. 4.11/16" FLUSH J-BOX WITH 1 GRAY PLASTER RING AND BLANK 1-HOLE STAINLE55 STEEL PLATE. EXTEND (111-1/4" CONCEALED CONDUIT TO ABOVE ACCE5515LE CEILING. INSTALL PULL WIRE. 16-5 ELECTRICAL SITE PLAN PLAN NOTES; 16-1 PRIMARY SERVICE ENTRANCE, PROVIDE 4" EMPTY CONDUIT WITH PULL WIRE. EXTEND TO PROPERTY LINE, CAP AND MARK END. COORDINATE EXACT LOCATION WITH POWER COMPANY. 16-2 PROPOSED POWER COMPANY TRANSFORMER LOCATION. 16-3 TELEPHONE AND CAN SERVICE PICK-UP (NOT VERIFIED). FIELD VERIFY EXACT LOCATION OF SERVICE ENTRANCE WITH TEL AND CAN COMPANIES: 16-4 2" EMPTY CONDUIT WITH PULL WIRE FOR CCN 5EFACE. EXTEND TO PROPERTY LINE, CAP AND MARK END, 16-5 3" EMPTY CONDUIT WITH PULL WIRE FOR TELEPHONE SERVICE: EXTEND TO PROPERTY LINE, CAP AND MARK END. 16-6 RUN DIRECTLY BURIED PVC CONDUIT FOR 51TE LIGHTING, 24" COVER MINIMUM. F16-71 APPROXIMATE LOCATION OF BUILDING POWER SERVICE ENTRANCE PANEL "MOP'. i _ I I�i 11U4 1f! l- i Y' WCG/Neel-Schaffer, Inc. 2145 14th Avenue, Suite 24 Vero Beach, Florida 32960 Phone:772-770-4707 Fax:772-7704640 1. Ww .Wcgt.com W W.neel-schafrer.com Florida Architectural License AA 26000682 Consultants: MICHAEL PILO, P.E. PILO ENGINEERING P.A. 540 HIBISCUS BLVD MERRITT ISLAND, FL 32952 (321) 427-3C44 P.E. LIC. C 50067 LIGHTING SCHEDULE DESCRIPTION MANUFACTURER/PART# LAMPS VOLTAGE FA3 RECE56EP FLUORESCENT TROFFER 2' X 4', 2-LAMP ELECTRONIC BALLA5L T-6 LAMPS,, WILIC DIFFU5ER. METALUX / 2GR8-232A-12OV-EB81 2 x 32W T8 120 ELECTRONIC BALLA5118 LAMPS Z X 'DIFFUSER. METALUX / 2GR8 332A 120V EB81 3 x 32W T8 120 A4 RECE55EPFLUORESCENT TROFFER ,2'X4' 4-LAMP ELECTRONIC BALLAST, T-6 LAMPS, ACRILIC DIFFUSER. METALUX /2GKe 432A-120V-EB81 4x32WT8 120 B2 SAME AS TYPE A2 WITH EMERG LIGHTING 5ELF CONTAINED METALUX / 2GR8-232A-120V-EI381-EL 2 x 32W TS 120 63 SAME AS TYPE A3 WITH EMERG LIGHTING 5ELF CONTAINED METALUX / 2GR8-332A-12OV-ED61-EL 3 x 32W T8 120 B4 SAME A5 TYPE A4 WITH EMERG LIGHTING 5ELF CONTAINED METALUX / 2GR8-432A-120V-EB&I-EL 4 x 32W Tei 120 C2 SURFACE MOUNTED WRAPAROUND FLUORESCENT, 2-LAMP. ELECTRONIC BALLAST, T-8 LAMIF51, METALUX / WE-232A-120V-EI381 2 x 32W T8 120 Ft ROUND RECESSED COMPACT FLUORESCENT W/ 5PECULAR CLEAR REFLECTOR, DAMP LOC. HALO / H285/6f7-406120V 1 x 26W DTT 120 EX EXIT LIGHT SELF POWERED, 120 VAC INPUT. RECE55EV, EDGE LIT. a 5URELITE5 / E5717OWHKW LED 120 WI COMPACT WALL MOUNTED LUMINAIRE, HIGH PRESSURE SODIUM, DIE CAST HOUSING, DARK BRONZE, CLEAR PRISMATIC LENS: LUMARK / HPMP-PC-70-12OW-LL 1 x 10OW HP5 120 12 ALUMINUM WALL BRACKET, FLUORESCENT, 2 LAMP, 4' LNGTH METALUX / DAU-132-120Y-EB8 1 x 32W T8 120 X1 POLE MOUNTED ARCHITECTURAL ROADWAY/PARKING FIXTURE, 20' MOUNTING HEIGHT, ROUND TAPERED FIBERGLASS POLE. UTHONIA / K61`1.155-R4 1 x 15OW HP5 205 X2 SAME A5 A WITH TWO FIXTURES PER POLE LITHONIA / K51`1-155-K4 2 x 15OW HP5 208 EL ELEVATOR PIT LIGHT CANLET #68-03-F-W-F-32-H-120-PP 1-32W PL 120 NOTE: CONTRACTOR SHALL PROVIDE CERTIFICATION THAT INSTALLED LIGHT POLE A55EM13LIE5 X1, AND X2 WILL BE RATED FOR 95 MPH WIND. Key Plan: Issues:,. No.: Date:;; Description: A Project: Office Building DICKERSON OF FLORIDA N. 25TH STREET FT. PIERCE, FLORIDA Drawing Title: ELECTRICAL SITE PLAN LEGEND, NOTES, SCHED. Drawn: Issue Date: pWJ ' 00-00-00 Checked: r-PWJ - Approved: Scale: RJM _ AS NOTED Project No.: Sheet No.: INN.01,430.001 E-1 THESE DOCUMENTS 10 WHICH 1 "AVE AM ED W SIGNATURE AND SEAL WERE PREPARED BY ME AND/OR UNDER W DIRER SU+ERNS1011. D1SE DOCUMENTS ARE INSTRUMENTS OF USE AND ARE PROTECTED W THE C0"GHT LAW OF THE US. REY MAY NOT DE REPRODUCED N WHOLE ORPART MMOU WRN PERSSION OF THE fRGNECT/�E�• THE CPRTIF" CONTAINED HEREIN APPLIES TO TMO% srRUCTURAL ELEMENTS COVERED UNDER THE 2001 nAIWOA BIRlDN6 CODE. CTRAICTT 02006 W00/NML-9CWTEA, INC David A. DaSilva, PE Date Mechanical Florida Registration # 54739 Michael Pilo, PE Date Electrical ,Florida Registration # 50067 F A2 A2 0 1 1 A2 A2 EX _ B2 11 A2 N ® A2 A2 13 A3 A3 A3 13 A3F � � ° A3 A3 �1 �1 a1 �1 �3 3 03 03 �3 n3 A2 3 3 A2 - , I --1 r\ � = 3 "3 A2 ��11 A2 C2 EX N A2 J4 A2 62 I@ EX 21 21 21 EX F� .1 11 013 A2a13 �n13 A2013 F1 11 (D 2 A2 A2 21 Nam_ II� / 13 13 Al Al n A2 EL ft FV 1 F `f FVU9 021 WS}1 62 Y1 11 11 13 13 11 A2 N A2 A20 N A2 A2 A2 A2 � 7 013 13 =13 A2 21 F1 Fl T11 Ll15 Ll15 Ll15 U15 A2 A2 62 H21 17 A2 A2 A2 A2 A2 A2 A2A2 11 nl7 017 017 A2 015 015 n 15 0 15 17 017 AA 9 A2 A2 1� F1 119 A2 A2V A2 017 Ala 17 A2017 ]� 015 015 R 15 9 9 a21 $ F,h I'Fl 9--'. Y --._ 62 rn 19 F1 t9 82 A2EX®19 9 N 19 EXe 19 A2= A2 A2 A2 A2' A2 19 19 A2 A2 A2 A2 9 09 09 7 Dn7 a7 H7 F1 F1 07 7 07 07 07 EX A2=9 19 (1) 19 01 UGHTING PLAN, 1st FLOOR SCALE: I/8' = I'-0' AA — EX 21 C� 5 A2=E 5 A2 5 A2= 5 R.1 A2 A2 5 n5 A2 A2 2n21 5 H 5 EX® �JI II A2 A2 1 05 n5 LIGHTING NOTES 1, ALL FIXTURES WITH EMERGENCY LIGHT BACKUP SHALL BE UNSWITCHED AND SHALL REMAIN ON AT ALL TIMES. 2, EXIT LIGHTS SHALL BE SERVED BY NEAREST UNSWITCHED LIGHTING CIRCUIT. 3. IMPORTANT: ANY 20AMP/19 FEEDER EXCEEDING 80 LINEAR FEET IN LENGTH FROM CIRCUIT BREAKER TO END DEVICE OR LIGHTING FIXTURE SHALL BE UPGRADED FROM #12AWG TO #IOAWG. 4, INSTALL FIXTURE AND SWITCH IN ELEVATOR PIT WALL. LIGHTING PLAN, MEZZ SCALE: 1/9' a I'-m' oe�` G woo On Ne6ll:q1k WCG/Neel-Schaffer, Inc. 2145 14th Avenue, Suite 24 Vero Beach, Florida 32960 Ptone:772-770-4707 Faz 772-77OA640 www.wcOt.com www.neel-schafer.com Florida Architectural License AA 26000682 Consultants: ytl*u: MICHAEL PILO, P.E. PILO ENGINEERING P.A. 540, HIBISCUS BLVD MERRITT ISLAND, FL 32952 (321) 427-3r�4 P.E. LIC. # 50057 Key Plan: Issues: No.: Date: Description: P: Project: Office Building DICKERSON OF FLORIDA N. 25TH STREET FT. PIERCE, FLORIDA Drawing Title: LIGHTING PLAN Drawn: Issue Date: PWJ 00-00-00 Checked:•- PW Approved::- Scale: RJM AS NOTED Project No.. Sheet No.: iNN.014$0.001 E-2 THERE COMMENTS TO WHICH I HAVE AiFD(Ea W MINIATURE AND SEAL WLTIE- PREPARED BY W AHO Ot WIDER W DIRECT THESE ARE USE ROBY 7W COPYRIGHT UM Or IM U.S. THEY MAY NORRD IN WHOLE OR PANT WITHOUT WRITTEN PION OF THE ARCHIIECT�. THE CERTIf1CATON CONTAINED HEREIN ONLY TO THOSE SIRUCTW TA EIEW mm COVERED UOEIt THE 2001 n.ORIOA SIIRDMO CODE COPYROHT O 2004, W00/IE11-SCHNIV4 RO. David A. DaSilva, PE Date Mechanical Florida Registration # 54739 Michael Pilo, PE Date Electrical Florida Registration # 50067 m m r LIGHTING PLAN, 1st FLOUR SCALE: 1/8' = V-0' ELECTRICAL NOTES 1, IMPORTANT: ANY 20AMP/10 FEEDER EXCEEDING-80 LINEAR FEET IN LENGTH FROM CIRCUIT BREAKER TO END DEVICE OR LIGHTING FIXTURE SHALL BE UPGRADED FROM #12AWG TO #10AWG. 2. HVAC EQUIPMENT IS SHOWN WITH DISCONNECT UNIT. COORDINATE WITH MECHANICAL CONTRACTOR TO DETERMINE RESPONSIBILITY FOR PROVIDING DISCONNECTS. SIZE PER NEC AND MANUFACTURER RECOMMENDATIONS. OUTDOOR UNITS SHALL BE NEMA 3R. 3. RESTROOM EXHAUST FANS SHALL BE CONTROLLED BY LIGHT SWITCH. OTHER EXHAUST FAN CONTROLS SHALL BE COORDINATED WITH HVAC CONTRACTOR, 4. UNLESS OTHERWISE NOTED, RECEPTACLES ON FIRST FLOOR SHALL BE SERVED BY PANEL P1 AND RECEPTACLES ON SECOND FLOOR SHALL BE SERVED BY PANEL P2. 5. FIELD COORDINATE EXACT LOCATION OF ELECTRIC WATER COOLERS. 6. FIRE ALARM SYSTEM SMOKE DETECTORS BY OTHERS. COORDINATE REQUIREMENTS WITH FIRE ALARM SYSTEM SUPPLIER FOR ELEVATOR RECALL SYSTEM CONNECTIONS 7. COORDINATE EXACT LOCATION OF ELEVATOR SYSTEM DISCONNECT AND ELEVATOR LIGHTING DISCONNECT WITH ELEVATOR EQUIPMENT PROVIDER. 8. PROVIDE 130'F FIXED TYPE, UL LISTED HEAT DETECTORS. INSTALL DETECTORS ON CEILING SHAFT AND ON PIT, CONNECT AS INDICATED IN E-4 (ELEVATOR RECALL: SHUNT TRIP DIAGRAM). LIGHTING PLAN, MEZZ SCALE: 1/8' = V-0' k" W00 j%,KWLmLROIAMR WCG/Neel-Schaffer, Inc. 2145 14th Avenue, Suite 24 Vero Beach, Florida 32960 Phone: 772-770-4707 Fax: 772-7704640 www.wcgl.com www.neel-schafrer.com Florida Architectural License AA 260006U Consultants: MICHAEL PILO, P.E. PILO ENGINEERING P.A. 540 HIBISCUS BLVD MERRITT ISLAND, FL32952 (321) 427-3644 P.E. LIC. # 50067 Key Plan: Issues: No.: Date: Description: I C-Imo=.-cg COUIJTY COMPf WT- Project- Office Bulling; DICKERSON OF FLORIDA N.25TH STREET FT. PIERCE, FLORIDA Drawing Title: ELECTRICAL PLAN Drawn: ' Issue Date: PWJ 00-00-00 Checked: PWJ Approved: Scale: RJM AS NOTED Project No.: Sheet No.: NN.01430.001 E-3 THESE DOCUMENTS To WWCH 1 HAVE AMXED MY SIONATIIE AND SEM. WERE PREPARED er ME AND/OR UNDER W DR SUPERVISION. THESE DOCUMENTS ARE INSTRUMENTS OF USI AND ARE PROTECTED BY THE COPFRIOW LAW Or THE U.S. THEY MAY NOT BE REPRODUCED IN WIOLE OR PART WHO WRITTEN PERMISSION OF THE ARCW ECT/ENdtEER. THE CERRFlCA710N CONTAINED HEREIN APPIIES ONLY TO THOSE STRUCrURM. ';.' 0ilENTS COVERED UNDER THE 2001 FLORID/ "DING COOS. COPYRIpR O 201K WCO,IrEm—mVff R, R David A. DaSilva, PE Date Mechanical Florida Registration # 54739 ! i Michael 'Pilo, DE Date Electrical Florida Registration # 50067 PANEL MDP RATING: 500 AMP M.C.B. SERVICE: 120/208V, 30, 4W LUG LOCATION: BOTTOM A.I.C.: 10K MOUNTING: SURFACE TYPE: CKT NO. EQUIPMENT SERVED KVA CKT.13KR.1 BRANCH CIRCUIT 0 CKT. NO. EQUIPMENT SERVED KVA CKT.BKR. BRANCH CIRCUIT POLE TR 0 N GND C POLE TR 0 N GND C 1 ELEVATOR *m 40 3 200 3/0 3/0 4 2' A 2 PANEL PI 27 3 150 1/0 1/0 4 2' -3 B 4 5 T C 6 7 PANEL HVAC 56 3 225 4/0 2 2 25' A 8 PANEL PL 14 3 100 2 2 6 IS' 11 C 12 13 A 14 15 B 16 17 C 18 19 _ ---- A 20 47 B 22 23 C 24 - EQUIPMENT SERVED CONN. LOAD LF DF DESIGN LOAD REMARKS: - PROVIDE GROUND BUS 6 NEUTRAL BUS. - PROVIDE TYPE WRITTEN DIRECTORY, PANELS 6 ELEVATOR 137 KVA 1 137 KVA _ - TOTAL SPARE _137 KVA as REFER TO ELEVATOR VENDOR INFORMATION FOR CIRCUIT REQUIREMENTS. CHANGE CIRCUIT BREAKER, AND FEEDER SIZES AS REQUIRED TO MEET ELEVATOR MANUFACTURER'S REQUIREMENTS AND THE NEC. ELEVATOR CIRCUIT BREAKER SHALL HAVE 120 VAC SHUNT TRIP CONTROL. POWER CO TRANSFORMER PL-31 120V SHAFT HEAT DETECTOR PIT HEAT DETECTOR CB MDP-b3t5 ELEVATOR SHUNT TRIP � ELEVATOR RECALL DIAGRAM 041 m 2 X (4#250, 70 3/4'D X 20' COPPER CLAD STEEL GROUND ROD (GROUND ELECTRODE). PANEL MDP 120/208 VOLTS, 30-4W 500 AMP MCB - 10,000 AIC G zA ' TWO #2 BARE COPPER GROUND ELECTRODE CONDUCTOR 1#3/0 BARE COPPER GROUND CONDUCTOR TO WATER PIPE 1#3/0 BARE COPPER GROUND CONDUCTOR TO BUILDING REBAR 01 SINGLE LINE DIAGRAM (SEE PANEL SCHEDULES FOR FEEDER SIZES) SURFBOTTACE TT�R IOK PANEL' PL RATING: 125 AMP SERVICE: 1 0/208VM 30, 4W MOUNTING: SURFACE CKT. NO. EQUIPMENT SERVED KVA CKT.BKR. BRANCH CIRCUIT ICKT.1 0 NO. EQUIPMENT SERVED KVA CKT.BKR.1 BRANCH CIRCUIT POLE TR 0 1 N IGNDJ POLE TR 0 N IGNDI C 1 LIGHTING 1.6_ 1 20 12 12 12 1/2' A 2 SITE LIGHTING 6 2 20 8 - 10 3/4' 3 LIGHTING 1.6 1 0 12 12 12 1/2, B 4 5 LIGHTING .70 1 20 12 12 12 1/2' C SPARE 1 20 7 LIGHTING .80 1 0 12 12 12 1/2' A _6 8 SPARE 1 20 9 LIGHTING 1.6 1 0 12 12 12 1/2' B 10 SPARE 1 20 LIGHTING 1.6 1 0 12 12 12 112' C 12 SPARE 1 20 LIGHTING .70 1 0 12 12 12 1/2' A 14 SPARE 1 0 LIGHTING .80 1 20 12 12 12 1/2' a 16 SPARE 1 20 LIGHTING .80 1 0 12 12 12 1/2' C 18 SPARE 1 20 LIGHTING 20 1 0 12 12 12 1/2' A 20 SPARE 1 20 LIGHTING ,80 1 20 12 12 12 112' a 22 SPARE 1 20 [23 LIGHTING .80 1 0 12 12 12 1/2' C 24 SPARE 1 0 LIGHTING Ao 1 20 12 12 12 1/2' A 26 SPARE 1 20 LIGHTING 1 0 12 12 12 1/2' B 28 SPARE 1 20 ELEVATOR LIGHTING ,10 1 2#0 12 12 12 1/2' C 30 SPARE 1 20 ELEVATOR SHUNT TRIP -,10 1 0 12 12 12 1/2' A 32 SPARE 1 0SPARE 1 0 B 34 SPARE 1 0 35 SPARE 1 0 C 36 SPARE 1 0 37 SPARE 1 0 A 38 SPARE 1 0 39 SPARE 1 0 B 40 SPARE 1 20 41 SPARE 1 0 C 42 SPARE 1 20 EQUIPMENT SERVED CONN. LOAD LF OF DESIGN LOAD... REMARKS: _ PROVIDE GROUND BUS 6 NEUTRAL BUS. - PROVIDE TYPE WRITTEN DIRECTORY. LIGHTING 13.5 KVA 1 13.5 KVA TOTAL SPARE 13.5 KVA PANEL: P2 RATING: SERVICE: 225 AMP M,L.D. 120/240V, 10; 3W LUG LOCATION: MOUNTING: BOTTOM SURFACE A. I.C.:- lOK - TYPE: CKT. N0. EQUIPMENT SERVED KVA CKT.BKR. BRANCH CIRCUIT 0 CKT. NO. EQUIPMENT SERVED KVA CKT.BKR. BRANCH CIRCUIT POLE TR 0 N GND C POLE TR 0 1 N GND C 1 RECEPTACLES .72 1 20 12 12 12 1/2' A 2 WATER HEATER DUMBWAITER _ 4.5 2 30 10 - 12 3/4' 3 RECEPTACLES .54 1 20 12 12 12 1/2' B 4 5 RECEPTACLES .54 t 20 12 12 12 1/2' C 6 3 1 20 12 12 12 I/2' 7 RECEPTACLES .72 1 20 12 12 12 1/2' A 8 EXHAUST FAN ,6 1 20 12 12 12 1/2' 9 11 RECEPTACLES .90 1 0 12 12 12 1/2' B 10 EXHAUST FAN ,2 1 0 12 12 12 1/2' SPARE 1 20 C 12 ELECTRIC WATER COOLER - .5 1 20 12 12 12 1/2' 13 SPARE 1 20 A t4 SPARE SPARE SPAN SPARE SPARE ARE _ _ _ 15 SPARE 1 20 B 16 1 20 17 SPARE 1 20 C 18 1 0 19 SPARE 1 0 A 20 1 0 21 SPARE 1 20 B 22 1 20 23 SPARE 1 20 C 24 1 20 EQUIPMENT SERVED CONN. LOAD LF I DF DESIGN LOAD REMARKS: PROVIDE GROUND BUS 6 NEUTRAL BUS. - PROVIDE TYPE WRITTEN DIRECTORY, RECEPTACLES 7.1 KVA _ 1 7.1 KVA - TOTAL SPARE 7.1 KVA ELEVATOR LIGHTING DISCONNECT ELEVATOR DISCONNECT (SIZE PER MANUF REQUIREMENTS) LOAD CALCULATION SUMMARY ELEVATOR, 40 KVA LIGHTING 14 KVA HVAC 56 KVA WATER HEAT, 4.5 KVA MISCELLANEOUS LOADS, 27 KVA TOTAL, 142 KVA (142 KVA)/(208 VOLT)AL73) = 394 AMPS MINIMUM CB AMPACITY, (394 AMPS)X(1.25) = 490 AMPS ---> USE 500 AMPS MCB, 3 POLE, 120/208 VOLT, 30-4W SERVICE. NEW PLYWOOD BACKBOARD WITH PUNCHBLOCKS BY CO4TRACTURN 3' CONDUIT TO :PROPERLY LINE U FOR TELEPHONE SERVICE, COORDINATE WITH TELCO. FOR EXACT LOCATION I C 2' CONDUIT TO PROPERLY LINE C FOR CATV SERVICE. COORDINATE WITH CATV CO. FOR EXACT LOCATION -� #6 SOLID COPPER WIRE -� TO GROUNDING ELECTRODE RATING: 225 AMP M.L.D. LUG LOCATION: BOTTOM A.LC.: 10K HVAC SERVICE:SURFACE MEQUNPM cPANEMINT NO. SERVED KVA CK`TN.BKR BRANCH CIRCUIT 0 CKT. NO. NT SERVED KVA CKT.BKR. BRANCH CIRCUIT POLE TR 0 N GND C POLE TR 0 N GND C I AHU-I 6 2 35 8 - 10 3/4' A 2 CU-1 7 2 40 B - 10 3/4' 3 B 4 5 AHU-2 6 2 35 8 - 10 3/4' C 6 CU-2 7 2 40 8 - 10 3/4' 7 A 8 9 AHU-3 6 2 35 8 - 10 3/4' B 10 CU-3 7 2 40 8 - 10 3/4' 11 C 12 13 AHU-4 6 2 35 8 - 10 3/4' A 14 CU-4 7 2 40 8 - 10 3/4' 1s 8 to 17 AHU-5 6 2 35 8 - t0 3/4' C 18 CU-5 7 2 40 8 - 10 3/4' 19 21 AHU-6 6 2 35 8 - 10 3/4' A B 20 22 CU-6 7 2 40 8 - 10 3/4' 23 C 24 T IL 25 AHU-7 6 2 35 8 - 10 3/4' A 26 CU-7 7 2 40 8 - 10 3/4' 27 B 28 29 AHU-8 6 2 35 8 - 10 3/4' C 30 CU-8 7 2 40 8 - !0 3/4' 31 A 32 33 AHU-9 .5 2 20 12 l2 12 3/4' B 34 CU-9 1P 1 30 10 10 l0"3/4' 35 SPACE C 36 SPACE EQUIPMENT SERVED CONN. LOAD LF DF DESIGN LOAD REMARKS: - PROVIDE GROUND BUS 6 NEUTRAL BUS. - PROVIDE TYPE WRITTEN DIRECTORY. - CONTRACTOR SHALL COORDINATE HVAC CIRCUIT BREAKER REQUIREMENTS BEFORE PURCHASING EQUIPTMENT, HVAC COOLING 56 KW 1.0 56 KW RVAC HEATING 48 KW 0.0 - - TOTAL SPARE KW RATING. 225 AMP M.LO. LUG LOCATION: BOTTOM A.I.C.: IOK PANEL, P1 SERVICE: 10/208V, 30, 4W MOUNTING: SURFACE TYPE: CKT NO. t EQUIPMENT SERVED RECEPTACLES KVA .72 CKT.BKR. BRANCH CIRCUIT 0 A CKT NO. 2 EQUIPMENT SERVED RECEPTACLES KVA .90 CKT.BKR. BRANCH CIRCUIT POLE 1 TR 20 0 12 N 12 GND 12 C 1/2' POLE 1 TR 20 0 12 N 12 GND 12 C 1/2' 3 RECEPTACLES .54 1 0 12 12 12 1/2' B 4 RECEPTACLES .90 t 20 12 12 12 112' 5 7 9 RECEPTACLES RECEPTACLES REFRIGERATOR .54 .72 .90 1 1 1 20 20 20 12 12 12 12 12 12 12 12 12 112' 1/2' 1/2' C A B 6 8 10 RECEPTACLES RECEPTACLES RECEPTACLES .72 .72 .72 1 1 1 0 0 20 12 12 12 12 12 12 12 12 12 1/2' 1/2' 1/2'_ 11 13 15 17 RECEPTACLES RECEPTACLES RECEPTACLES RECEPTACLES .72 .72 .90 .72 1 1 1 1 0 0 20 0 12 12 12 12 12 12 12 12 12 12 12 12 1/2' 1/2' 1/2' 1/2' C A B C 12 14 16 18 RECEPTACLES RECEPTACLES RECEPTACLES RECEPTACLES 32 .72 .72 .72 1 1 1 1 0 20 20 20 12 12 12 12 12 12 12 12 12 12 12 12 1/2' 1/2' 1/2' 1/2' 19 21 RECEPTACLES RECEPTACLES 1.3 .36 1 1 0 20 12 12 12 12 12 l2 112' 1/2' A B 20 22 RECEPTACLES COPIER 72 72 1 1 0 0 12 12 12 12 12 12 1/2' 1/2' 23 RECEPTACLES L3 1 20 12 12 12 1/2' C 24 RECEPTACLES .56 1 0 12 12 12 1/2' 25 27 COPIER RECEPTACLES .72 .72 1 t 20 20 l2 12 12 12 12 12 1/2' 112' A B 26 28 RECEPTACLES COPIER .56 .56 1 1 0 20 12 12 12 12 12 12 I/2' 1/2' 29 RECEPTACLES S4 1 0 12 12 12 1/2' C 30 RECEPTACLES .56 1 0 12 12 12 1/2' 31. RECEPTACLES .72 1 20 12 12 12 1/2' A. 32 RECEPTACLES .72 1 20 12 ' 33 35 37 RECEPTACLES RECEPTACLES RECEPTACLES RECEPTACLES .72 .72 .54 72 -1 1 1 1 20 0 0 0 12 12 12 12 12 12 12 12 12 12 12 l2 112' 1/2' 112' 1/2' B C A a 34 36 38 40 RECEPTACLES RECEPTACLES RECEPTACLES RECEPTACLES .72 .72 .561 56 1 1 I 20 0 0 0 12 12 1239 12 W'21/2 41 RECEPTACLES AD 1 20 12 12 12 1/2' C 42 SPARE EQUIPMENT SERVED CONN. LOAD LF DF DESIGN LOAD REMARKS: - PROVIDE GROUND BUS 6 NEUTRAL BUS. - PROVIDE TYPE WRITTEN DIRECTORY. - PROVIDE FEED-THRU LUGS FOR PANEL P2 RECEPTACLES 25.1 KVA ,8 20.1 KVA PANEL P2 7.1 KVA 1 7.1 KVA TOTAL SPARE 272 KVA I ELEVATOR PHONE OUTLET ® COORDINATE W/ VENDOR FOR REQUIREMENT. NYLON PULL STRING, RUN IN 3/4' EMT (CONCEALED) TO DATA ROOM BY CONTRACTOR. DATA CABLES BY OWNER. Fit 19' STANDARD EQUIPMENT RACK, FREE STANDING, WITH PATCH PANELS. BY OWNER O3 DATA + PHONE RISER NYLON PULL STRING, RUN IN 3/4' EMT (CONCEALED) TO DATA ROOM BY CONTRACTOR. DATA CABLES BY OWNER BOXES BY CONTRACTOR, DATA JACK, 1 EA AJACKS AND COVERPLATE BY OWNER PHONE JACK, 1EA O �G SPIN -IN FITTING WITH SCOOP AND VOLUME SUPPORT FROM DAMPER STRUCTURE DUCT CLAMP SUPPLY AIR INSULATED DUCT FLEX DUCT SUPPORT FROM r � STRUCTURE SUPPLY DUCT FLEX CONNECTION .. . , . P-TRAP PROVIDE SADDLE SUPPORT AIR HANDLER RETURN/EXHAUST DUCT SUPPORT ON EQUIPMENT AIR DUCT DAMPER OPERATOR SHALL SUPPORT BE ACCESSIBLE. PROVIDE AIR FLOW EXTENSION THRU INSULATION FILTER ---- INSULATE BACKOF ALL AIR DIFFUSER 450 DISTRIBUTION DEVICES INSULATED RECTANGULAR TO �� - RETURN ROUND TRANSITION �' _ _ _ PLENUM 24" ABOVE GALVANIZED CEILING FLOOR SPIRAL DUCT MINUMUM TO VAV BOX AIR FLOW SUPPLY AIR DUCT M 1 TAKE -OFF DETAIL N.T.S. THREADED CAP WITH %"O HOLE DRILLED IN TOP, THREADED CAP, HAND TIGHTENED. HAND TIGHTENED AIR HANDLER SLOPE TO UNIT DRAIN DRAIN PAN CASING SLEEVE UNION NOTE: 1. FILL TRAP MANUALLY ON INITIAL START-UP. 2. PIPE SIZE SHALL NOT BE LESS THAN DRAIN PAN CONNECTION SIZE. 3. A = 12 TIMES FAN SUCTION S.P. B = V2" PLUS FAN DISCHARGE S.P. 4. ALL CONDENSATE PIPING TO BE COPPER. 5. INSULATE ALL DRAIN LINES WITH 3/4" ARMAFLEX M 6 CONDENSATE LINE N.T.S. DESIGN CRITERIA DESIGN TEMPERATURES OUTSIDE AIR SUMMER 93°F DB/80°F WB WINTER 30OF DB INSIDE AIR SUMMER 75°F DB/60%RH UNCONTROLLED WINTER 72'F DB VENTILATION RATES OUTSIDE AIR - 20 CFM PER PERSON FOR OFFICE AREAS EXHAUST RATES EXHAUST AIR - 50 CFM PER WATER CLOSET / URINAL NOTES: THE DESIGN CRITERIA ABOVE IS BASED ON ASHRAE STANDARD 62-2001. ANY CHANGES TO THIS OCCUPANCY OR FLOOR PLAN WILL REQUIRE FURTHER REVIEW AND MODIFICATIONS TO THIS VENTILATION SYSTEM. * ALL WORK SHALL BE IN COMPLIANCE WITH THE 2001 FLORIDA MECHANICAL CODE. MZAPICAL DUCT / DIFFUSER DETAIL N.T.S. PROVIDE 1/2" RODS AND VIBRATION ISOLATORS, (4 REQUIRED) -� DISCONNECT SWITCH CEILING IFAN GRILLE M 3 OUTSIDE AIR MOTORIZED DAMPER V INTERLOCK WITH FAN MOTOR VOLUME DAMPER I�� i. SMOKE DETECTOR AS REQUIRED (TYPICAL) RETURN AIR WITH DAMPER FLOOR SLAB 4" PVC CHASE TO EXTERIOR TYPICAL AC INSTALLATION/ N.T.S. SHEET METAL SCREW, RIVET OR BOLT TO BOTH SIDES OF DUCT DUCT SCHEDULE DUCT DIMENSIONS INCHES TYPE HANGER UP THRU 18 A 19 TO 30 A/B 31 TO 60 B SECURE TO STRUCTURE ABOVE AS RECOMMENDED BY SMACNA 7,►�[�.� 1"X16 GA. GALV. 1 I METAL STRAP HANGER ROD SIZE: 1/4" / 1 1/2"xl 1/2"xl/8" � GALVANIZED ANGLE TYPE "A" TYPE "B" 8 FT. MAX. HANGER SPACING 8 FT. MAX. HANGER SPACING N.T CAULK WITH SILICONE SEALANT (TYP. BOTH INSULATED ACCESS DOOR �- WITH SASH LACKS THERMOSTATIC OF FLOOR) EXPANSION COORDINATE CURB DUCTWORK VALVE (TYP) LOCATION WITH r�� FLOOR SLEEVE HORIZONTAL STRUCTURE FUSIBLE LINK INSTALLATION NEOPRENE A\'Z Al�'C� BOLT FRAME TO e e'• •• Ep SLEEVE 6" O.C. FLEXIBLE 9l'O TJT A a CONTINUOUS 1-1/2"xl-1/2" CONNECTION (TYP.) �9� 11 C BREAKAWAY ANGLE IRON FRAME (TYP. R CONN. BOTH SIDES OF FLOOR) SIGHT GLASS ) EA (OPT) INSTALL PER MANUFACTURER'S DUCT SUCTION TRAP BOLT FRAME TO SLEEVE UL LISTING FOR PARTICULAR 6" O.C. BREAKAWAY WALL TYPE N. (TYP CONTINOUS 1-1/2"xl/4" SOLENOID VALVE CON ) ANGLE IRON FRAME (TYP. ZZT FILTER DRIER DUCTWORK BOTH SIDES OF WALL) ISOLATION VALVE (TYP) FUSIBLE LINK 1/ 1@6 CONDENSING UNIT M 7 CEILING FAN DETAIL p REFRIGERANT PIPING M O DIAGRAM MECHANICAL SPECIFICATIONS PROVIDE THE FOLLOWING: DUCTWORK - G-90 GALVANIZED SHEET METAL IN CONFORMANCE WITH - SMACNA. ALL JOINTS TO BE SEALED WITH MASTIC. NOTE: DUCT BOARD (R VALUE OF 6) MAY BE USED AT THE OWNERS REQUEST AND AT LOCATIONS INDICATED. INSULATION 2" FIBROUS GLASS BLANKET INSULATION, ALL JOINTS SHALL BE OVERLAPPED 2" AND TAPED IN CONFORMANCE WITH THE MANUFACTURERS RECOMMENDATION. REFRIGERANT PIPING - ACR COPPER TUBUNG. CONDENSATE DRAIN SCHEDULE 40 PVC INSULATED WITH 3/4" ARMAFLEX. REFRIGERANT PIPING ACR COPPER TUBING TEST AND BALANGE PROVIDE A COMPLETE TEST AND BALANCE REPORT AND SUBMIT TO ENGINEER FOR REVIEW. T&B FIRM MUST BE NEBB OR AABC CERTIFIED. READINGS SHALL INCLUDE BUT SHALL NOT BE LIMITED TO THE FOLLOWING: SUPPLY AIR CFM OUTSIDE AIR CFM RETURN AIR CFM STATIC PRESSURE EXHAUST AIR CFM SHOP DRAWINGS CONTRACTOR MUST SUBMIT EQUIPMENT CUT SHEETS PRIOR TO PURCHUSING ANY MATERIAL FOR ENGINEER'S APPROVEL. SPLIT SYSTEM SCHEDULE PLAN MARK CFM NOMINAL OA CFM COOLING CAPACITY ELECTRICAL DATA (OUTDOOR UNIT) ELECTRICAL DATA (INDOOR UNIT) INDOOR UNIT MCA OUTDOOR UNIT MCA AMB. TEMP. TOT. MBH SENS. MBH ENT, DB ENT. WB NO. COMP. COMP. RLA(EA) NO. FANS COND. FLA(EA) BLOWER FAN HP VOLT/ PHASE KW HEAT STAGE FAN HP VOLT/ PHASE AC-1/CU-1 1000 200 95 30 21 80 67 1 17.5 1 1.6 1/2 208/1 4 2 3/4 208/1 24 13 AC-2/CU-2 1150 100 95 30 21 80 67 1 13.5 1 0.9 1/8 208/1 4 2 1/3 208/1 24 13 AC-3/CU-3 1825 140 95 60 42 80 67 1 1 13.5 1 0.9 1/2 208/1 6 2 1/3 208/1 27 23 AC-4/CU-4 1750 200 95 60 42 80 67 1 1 13.5 1 1 0.9 1 1/8 208/1 1 6 2 1 1/3 208/1 27 23 AC-5/CU-5 1750 120 95 60 42 80 67 1 1 13.5 1 0.9 1/8 208/1 4 2 1/3 208/1 24 23 AC-6/CU-6 1450 160 95 41 27 80 67 1 13.5 1 0.9 1/8 208/1 4 2 1/3 208/1 24 118 AC-7/CU-7 1500 100 1 95 60 42.7 80 67 1 13.5 1 0.9 1/8 208/1 6 2 1/3 208/1 27 23 AC-8/CU-8 1500 100 95 60 42.7 80 67 1 13.5 1 0.9 1/8 208/1 6 2 1/3 208/1 27 23 NOTE: 1. BASIS OF DESIGN: TRANE INDOOR UNIT TWE SERIES, OUTDOOR UNIT TTB SERIES. 2. PROVIDE A MOTORIZED OUTSIDE AIR INTAKE DAMPER FOR THE OA DUCT. 3. INSTALL AND ANCHOR UNITS ON ALUMINUM SUPPORTS ON ROOF. 4. MIN. SEER OF 11.0. 5. COORDINATE INSTALLATION OF SMOKE DETECTORS WITH DIV. 16. (NOT REQ'D) 6. PROVIDE VIBRATION ISOLATIONS. 7. PROGRAMMABLE T'STAT. 8. PROVIDE 1" PLEATED FILTERS. 9, PROVIDE 5 YR. COMPRESSER WARANTY. 10, SEE SHEET M-2 FOR AC-9/CU-9 INFORMATION. WALL SLEEVE j -,. -_IbLYI INSULATED ACCESS M � VERTICAL INSTALLATION FIRE RATED DUCT PENE' N.T.S. AIR DISTRIBUTION DEVICE SCHEDULE FLEX MANUFACTURER CFM MAX. NECK DUCT TAG TYPE MODEL NO. RANGE N.C. SIZE DIAM. REMARKS (IN.) 0-100 25 12x6 6 101-200 25 12x10 8 SUPPLY TITUS ® DIFFUSERS TDC-AA 1 , 2,3 201-300 25 12xI2 10 301-400 25 18xl2 12 0-150 25 12x6 6 CEILING RETURN TITUS 3FFL 151-2551-250 25 12x10 8 251-450 25 12X12 10 GRILLE 1 , 2 , 3 451-800 25 20x2O 12 EXHAUST 801-1200 25 48X24 16 ® GRILLE 1201-1500 25 48X24 18 SWD SIDEWALL TITUS 101-250 25 12x6 - 1, 2, 3 DIFFUSER 300FL SIDEWALL TITUS 0-200 1 25 12x6 SWR RETURN 350FL 2, 3, 4 100-1600 25 30x24 REMARKS: 1. PROVIDE OPPOSED BLADE VOLUME DAMPERS. 2. CONTRACTOR SHALL COORDINATE GRILLES, DIFFUSERS, AND REGISTERS BORDER TYPES WITH CEILING, WALLS, ETC. 3. PROVIDE ALL ALUMINUM CONSTRUCTION. 4. PROVIDE 1" PLEATED FILTER FOR ALL RETURN GRILLES. NOTES: 1. THE NUMBER ADJACENT TO THE FIXTURE INDICATES AIR FLOW (CFM). 2. RETURN AIR GRILLE SHALL BE SIZED FOR TOTAL SUPPLY CFM SERVING ROOM, GRILLES WITH AIR FLOWS LESS THAN 200 CFM SHALL BE 12xl2. EXHAUST FAN SCHEDULE MARK TYPE CFM ESP MOTOR DRIVE TYPE FAN SERVICE MAX SONES VOLT / PHASE CONTROL MANUFACTURE / MODEL NOTES WATTS RPM HP EF-1 CEILING 50 0.25 46 1680 DIRECT COPIER 10 115/1 SWITCH GREENHECK 1,2,3,4 EF-2 INLINE 300 0.45 - 1680 1/4 DIRECT RESTROOM 10 115/1 S ITCH G EENHECK 1,2,3,4 NOTES: 1. PROVIDE MOTOR RATED INTEGRAL DISCONNECT. 3. PROVIDE SPEED CONTROL. 2. PROVIDE BAKCDRAFT DAMPER. 4. PROVIDE VIBRATION ISOLATORS. 5� ef-3 SOAME A5 Ff-1 AT 175CTM D)( It AusT DLE S THRU HANGER UNBROKEN SIZES UP TO 3" ATTACH TO STRUCTURE - CONTINUOUS THREADED ROD U-BOLT CLAMP PIPE INSULATION PIPE SADDLE (18 GAUGE & 18" LONG) -WASHER (TYP) LOCKNUT (TYP) - SINGLE MULTIPLE M 5 PIPE HANGER DETAIL N.T.S. El90° ELBOW W/TURNING VANES WCCA Wa F4Mqm WCG/Neel-Schaffer, Inc. 2145 14th Avenue, Suite 24 Vero Beach, Florida 32960 Phone:772-770-4707 Fax:772-770-4640 www.wcgl.com www.neel-schaffer.com Florida Architectural License AA 26000682 Consultants: Engineering, Inc. 2200 Front Street, Suite 300 Melbourne, Florida 32901 321.308.2021 Phone 321.757.3088 Fax davedasilva@ddc-engimeers.com DDC JOB#: 04021 Key Plan: Issues: No.: Date: Description: 1 07.19.04 COUNTY COMMENTS 2 08.10.04 COUNTY COMMENTS Project: Office Building DICKERSON OF FLORIDA N. 25TH STREET FT. PIERCE, FLORIDA Drawing Title: MECHANICAL LEGENDS, SCHEDULES & DETAILS Drawn: Issue Date: DMA 04/19/04 Checked: DAD Approved: Scale: DAD AS NOTED Project No.: Sheet No.: NN.01430.001 M-1 .1 .i4, David A. DaSilva, PE Date Mechanical � Florida Registration # 54739 i' Michael Pilo, PE Date Electrical Florida Reaistration # 50067 i MECHANICAL FLOOR PLAN 1/8" = 1'-0" 1ST FLOOR MECHANICAL NOTES: O M 1 ROUTE EXHAUST AIR DUCT THROUGH EXTERIOR WALL TO 10"x10" LOUVER WITH INSECT SCREEN. M2 ROUTE EXHAUST AIR DUCT THROUGH EXTERIOR WALL TO 36"x10" LOUVER WITH INSECT SCREEN. M3 MOUNT NEW CONDENSERS ON 6" CONCRETE PAD. ANCHOR UNITS TO PAD. M4 COORDINATE LOCATION OF REFRIGERANT PIPES ETC. WITH OTHER TRADES. PROVIDE 4" PVC CHASE BELOW GRADE. M5 PROVIDE MOTORIZED DAMPER IN ALL OUTSIDE AIR DUCT. DAMPERS TO BE ENERGIZED WHENEVER COMPRESSOR IS OPERATING. PROVIDE 8" OA DUCTS. M6 ROUTE 3/4' CONDENSATE FROM EACH AIR HANDLER TO DRAIN SYSTEM. SEE DWG P-1 FOR LOCATION OF DRAIN LINES. M7 ROUTE DUCTS DOWN ALONG MEZZANINE SLAB. M8 PROVIDE AC-9/CU-9 AS MANUFACTURED BY FRIEDRICK MODEL# M12CD. 115 VOLT, MCA 15.7, SEER OF 10.5 W/ PROGRAMMABLE T-STAT. 11TiL�►[WSIlW�9�l�] M10 ROUTE DUCT DOWN THROUGH RATED DECK. PROVIDE FIRE DAMPER AND ACCESS DOOR. M11 PROVIDE FIRE DAMPER IN DUCT PENETRATION AT RATED DECK. PROVIDE ACCESS TO FIRE DAMPER FROM CEILING BELOW, M12 PROVIDE 24x24 FILTER BACK GRILLE IN WALL. M13 MECHANICAL CLOSET TO BE USED AS A RETURN AIR PLEANUM. ALL PVC PIPES WILL BE COVERED 3/" ARMAFLEX TO PROVIDE PROPER SMOKE AND FIRE PROTECTION. NOTE: PROVIDE 1 HOUR RATED FIRE DAMPER IN ALL RATED WALLS. REFER TO ARCH. DRAWINGS FOR LOCATION OF ALL RATED WALLS. EXCEPTION: DUCT SIZED LESS THAN 100 SQ. ARE INCHES INSTALLED, FIRE DAMPERS CAN BE ELIMINATED ONLY IF DUCTS EXTEND 5 FEET FROM EITHER SIDE OF RATED WALL. MECHANICAL FLOOR PLAN 1/8" = 1'-0" 2ND FLOOR wea ti11111111151110kSCHAFFM WCG/Neel-Schaffer, Inc. 2145 14th Avenue, Suite 24 Vero Beach, Florida 32960 Phone:772-770-4707 Fax:772-770-4640 www.wcgl.com www.neel-schaffer.mm Florida Architectural License AA 26000682 Consultants: DDC • Engineering, Inc. 2200 Front Street, Suite 300 Melbourne, Florida 32901 321.308.2021 Phone 321.757.3089 Fax davedasilva@ddc-engimeers.com DDC JOB#: 04021 Key Plan: Issues: No.: Date: Description: 1 07.19.04 COUNTY COMMENTS 2 08.10.04 COUNTY COMMENTS Project: Office Building DICKERSON OF FLORIDA N. 25TH STREET FT. PIERCE, FLORIDA Drawing Title: MECHANICAL PLAN Drawn: Issue Date: DMA 04/19/04 Checked: DAD Approved: Scale: DAD AS NOTED Project No.: Sheet No.: NN.01430.001 M-2 THESE 00CUMEM3 TO WNIC11 I NAVE AFFIXED W s10mmm MG W& Wow PREPMIED Of ME AND/OR mm W ONE= SUPERNSbI. THESE oocumem ARE MISIRlMIlm Of USE MEI AM PROrM= 9Y TIE OOPYWWff MM OF TIC U.S. THEY MW NOT BE REPROO = RI WME OR PART WRHOUT Mechanical Florida Registration # 54739 Michael Pilo, PE Date Electrical Florida Reaistration # 50067 COVER PAVING ADJUSTING COLLAR RISER 1/8 BEND FULL SIZE, 4" MAX. PLUG IF END OF LINE FLOW 3/4" T&P RELIEF VALVE 3/4" ANTI -SYPHON VACUUM BREAKER BALL VALVE / (TYP) � DRAIN VALVE DRAIN PAN EXPANSION TANK EWH TO DRAIN PAN 1" TO MOP SINK DIELECTRIC UNION (TYP) IPE [PE SADDLE 'YP.) ., ...3ULATION PASSES THRU HANGER UNBROKEN SIZES UP TO 3" INSULATED !� P I FLOOR CLEANOUT DETAIL PWATER HEATER DETAIL P3 PIPE HANGF N.T.S. N.T.S. N.T.S. DRAIN FROM EQUIPMENT OR APPLIANCE WELD 2" AIR GAP ABOVE FLOOD RIM-- -_. 3/4" B.I. PIPE SUPPORT SADDLE AT W O.C. MAX. someone e n_ 4 G O. FLOOR DRAIN 3" X 3" X 1/2" STEEL PLATE 1/4" CONC. ANCHORS "P" TRAP NOTE: PAINT PIPE SUPPORTS W/ PRIMER & 3 COATS OF ENAMEL. CONDENSATE/INDIRECT P6 DRAIN DETAIL N.T.S. ATTACH TO CEMENT BED NICKLE BRONZE STRUCTURE ADJUSTABLE CONTINUOUS TILE FLOOR STRAINER THREADED ROD LOOSE GRAVEL AT U-BOLT CONCRETE FILL WEEP HOLES PIPE INSULATION PIPE 1 11 " A2 n 21 FLASHING CLAMP WITH WEEP HOLES PIPE SADDLE (18 GA., 18" LONG) ) � WASHER (TYP.) �UNISTRUT OR ANGLE IRON THREADED, CAULKED OR —LOCKNUT (TYP.) NO HUB CONNECTION WATER -PROOF MULTIPLE NOTE: MEMBRANE PROVIDE A METAL SUPPORT PLATE WHEN DRAIN 1S INSTALLED STRUCTURAL IN AN EXISTING OR C SLAB DETAIL PLUMBING FIXTURE SCHEDULE MARK QUIPMEN DESCRIPTION/ SUPPLY WASTE MANUFACTURER/ ACCESSORIES PIPING PIPING MODEL NOTES FLOOR MOUNTTYPE, PLASTIC WC- 1 STANDARD ELONGATED SEAT W/ SLOAN I" CW 4" KOHLER FLOOR MOUNTED O 1 FLUSH MOUNT OR AMERICAN STANDARD 15� A.F.F. FLOOR MOUNTTYPE, PLASTIC WC-2 HANDICAPPED ELONGATED SEAT W/ SLOAN 1" CW 4" KOHLER FLOOR MOUNTED FLUSH MOUNT OR AMERICAN STANDARD 17" A.F.F. UR-1 HANDICAP URINAL WITH SLOAN ROYAL 186-1 KOHLER MOUNT WITH TOP (17" TO LIP) FLUSH VALVE AND WALL ESCUTCHEON AND CARRIER 3 J4" CW 2 OR AMERICAN STANDARD OF LIP 17" ABOVE FINISHED FLOOR LAVATORY VITREOUS CHINA COUNTERTOP LAV-1 OVAL 1/2" HW & CW 1-1/4" METERING FAUCET O INSTALL TRAP WRAP ON HANDICAP EXPOSED PIPE. SYMMONS SCOT WALL HUNG LAV-2 LAVATORY S-60-H METERING FAUCET 1/2" HW & CW 1-1J4" KOHLER O w / .5 GPM FLOW DEVICE. KOHLER OR AMERICAN STANDARD K-13885 OFFSET DRAIN POURED CONCRETE MOP BASIN. MS-1 MOP SINK P.C. SHALL PROVIDE FLOOR DRAIN. 1/2" HW & CW 3" ZURN HOT WATER FAUCET FURNISHED BY OWNER, INSTALLED BY PLBG. CONTRACTOR. ZN-415 W/TYPE "B" 6" DIA. QUARRY TILE BY G.C. HB-1 HOSE BIBB AUTOMATIC DRAIMNG,- FREEZELESS WALL HYDRANT WOODFORD WITH ANTI -SIPHON VACUUM 3/4" CW ---- EXTERIOR FIXTURES SHALL BREAKER 65C BE FREEZEPROOF CONDENSATE PLASTIC DRAIN WITH GRATE CD-1 DRAIN ---- 2„ PLASTIC ODDITIES ZURN EQUAL PDH SERIES CAS IRON BODY w/ BO OM OUTLET, INVERTIBLE MEMBRANE ZURN FD-1 FLOOR DRAIN CLAMP & ADJUST. COLLAR w/ ---- 2" 3 O TYPE "B" POLISHED BRONZE ZN-415 W/ TYPE "B" 6" DIA. ROUND STRAINER. EWC-1 STANDARD WATER HANDICAPED ELKAY PROVIDE ONE STANDARD EWC-2 COOLER 1/2" CW 2" AND ONE HANDICAPED ELKAY SINK PROVIDE STAINLESS SK-1 STEEL BOWL 1/2" CW/HW 2" ELKAY PROVIDE GOOSENECK LR-2219 FAUCET NOTES: 1 VALVE HANDLE SHALL BE INSTALLED ON "WIDE" SIDE OF HANDICAP STALL. 2 (2) HOLE DRILLING, GRID STRAINER AND STOPS. 3 FLOOR DRAINS SHALL HAVE TRAP PRIMER INSTALLED ONLY IF REQUIRED BY LOCAL CODE. FLO - AULK AROUND DRAIN PRIOR TO REGROUTING P4 FLOOR DRAIN DETAIL N.T.S. DRAWING LEGEND DETAIL DESCRIPTION SANITARY WASTE PIPING CW — COLD WATER PIPING -----HW-- HOT WATER PIPING-140 DEGREE THW TEMPERED HOT WATER -120 HEW HI -TEMP HOT WATER PIPING CD CONDENSATE DRAIN PIPING - — — — — — — — — — - VENT PIPING BALL VALVE CHECK VALVE DOMESTIC HOT WATER MARK CAPACITY I HEAD MOTOR MOTOR MOTOR BASIS OF DESIGN (GPM) (FEET) (M (VOLTAGE (RPM) CP-I 20 15 1/12 1 120/l/60T 1200 1 B&G LITTLE RED ESCUTCHEON (TYP.) ACCESS PANEL NOTE: -! CONTRACTOR MAY ELECT TO UTILIZE THE WASTE WATER FROM THE P-TRAP TO PRIME FLOOR DRAIN, P 5 TRAP PRIM N.T.S. ELECTRIC WATER HEATER SCHEDULE MARK KW KW PER ELEME NUMBER ELEMENT, VOLT/PH/ HERTZ RECOVERY (GPH)@60'f STORAGE GALLONS STORAGE TEMP(°F) SIZE (D"xH") BASIS OF DESIGN EWH-1 4.5 4.5 2 208/ l/60 27 40 1 110 (23"02") A.O. SMITH DEI 40 WATER SUPPLY WALL LAVATORY LAVATORY SUPPLY CHROME PLATED TRAP PRIMER W/ INTEGRAL AIR GAP 1/2" WATER PIPE TO FLOOR DRAIN �_ FLOOR DRAIN FLOOR ER DETAIL ween WCG/Neel-Schaffer, Inc. 2145 14th Avenue, Suite 24 Vero Beach, Florida 32960 Phone: 772-770-4707 Fax: 772-770-4640 v .Wcgt,com w .neel-schaffer.com Florida Architectural License AA 26000682 Consultants: DDC Engineering, Inc. 2200 Front Street, Suite 300 Melbourne, Florida 32901 321.308.2021 Phone 321.757.3088 Fax davedmilva@ddc-engirneers.com DDC JOB#: 04021 Mennen Key Plan: Issues: No.: Date: Description: 1 07.19.04 COUNTY COMMENTS GENERAL NOTES. 2 08.10.04 COUNTY COMMENTS A. EXECUTE PLUMBING WORK SO THAT IT PROCEEDS WITH A MINIMUM OF INTERFERENCE WITH OTHER TRADES AND DOES NOT ADVERSELY AFFECT CONSTRUCTION SCHEDULE. B. VERIFY EXACT ROUGH -IN AND FINAL EQUIPMENT REQUIREMENTS WITH ROUGH -IN, EQUIPMENT DRAWINGS PROVIDED. C. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FINAL CONNECTIONS TO PLUMBING FIXTURES AND EQUIPMENT. THIS INCLUDES, BUT IS NOT LIMITED TO, FURNISHING AND INSTALLING ALL TRAPS, DRAINS, AND SUPPLIES WITH STOPS. D. THE CONTRACTOR SHALL VERIFY THAT ALL PIPING, AS SHOWN ON THESE DRAWINGS, WILL NOT CONFLICT WITH ANY DRAINS, SCUTTLES, JOINTS, VENTS, EQUIPMENT, ETC. E. COORDINATE ROUTING AND LOCATIONS OF WASTE AND VENT PIPING WITH ALL OTHER TRADES. F. COORDINATE WITH ALL OTHER TRADES, ALL REQUIRED OPENINGS AND EXCAVATIONS. ALL REQUIRED OPENINGS IN FOUNDATIONS, FLOORS, WALLS, AND ROOFS SHALL BE DESIGNED INTO THE STRUCTURE INITIALLY BY THE USE OF SLEEVES, CURBS, ETC. CUTTING AND PATCHING SHALL BE HELD TO A MINIMUM. G. FLASH ALL ITEMS PROJECTING THROUGH THE ROOF A MINIMUM OF 12" ABOVE THE ROOF. ALL VENTS SHALL BE A MINIMUM OF 10' FROM ANY OUTSIDE AIR INTAKE. H. RUN ALL BURIED WATER PIPING ABOVE WASTE PIPING. ALL BELOW SLAB WATER PIPING SHALL HAVE 1/2" PIPE INSULATION. Project: I. INSULATE ALL HOT WATER LINES. J. PROVIDE DI -ELECTRIC COUPLINGS AT ALL DISSIMILAR METAL PIPE Office CONNECTIONS, K. PROVIDE ALL CONDENSATE DRAIN PIPING AND FITTINGS. INSULATE ALL CONDENSATE DRAIN PIPING AND FITTINGS INSIDE THE BUILDING Building WITH 1/2" "ARMAFLEX" PIPE INSULATION. L. PROVIDE STOPS AND SHOCK ABSORBERS AT EACH FIXTURE OR GROUP DICKERSON OF FLORIDA OF FIXTURES. M. PROVIDE VACUUM BREAKERS AT FIXTURES WITH HOSE THREAD N. 25TH STREET T CONNECTIONS AND APPLIANCES WITH DIRECT CONNECTIONS TO FT. PIERCE, FLORIDA DOMESTIC WATER. N. INSTALL ALL WATER LINES IN EXTERIOR WALLS WITHIN WALL Drawing Title: INSULATION AND INSULATED INDIVIDUALLY TO PROTECT FROM PLUMBING LEGENDS, FREEZING 0. PROVIDE MAIN WATER SERVICE BACKFLOW PREVENTER AS REQUIRED SCHEDULES & DETAILS BY FLORIDA BUILDING CODE. P. COORDINATE ROUTING AND LOCATION OF PIPING WITH DUCTWORK, LIGHTS, AND STRUCTURE. PIPING SHALL RISE, JOG OR OFFSET AS REQUIRED TO AVOID CONFLICTS. MODIFICATION OF INSTALLED PIPING TO RESOLVE CONFLICTS ARISING FROM LACK OF COORDINATION SHALL BE DONE BY THE PLUMBING CONTRACTOR AT NO EXPENSE TO THE OWNER. Q. PROVIDE CHECK VALVES ON THE WATER SUPPLY LINES FOR THE MOP SINK AND ALL OTHER FIXTURES EQUIPPED WITH HOSE THREADS, EXCLUDING HOSE BIBBS. R. INVERT ELEVATION OF WATER PIPING ENTERING THE BUILDING SHALL BE AT AN ELEVATION TO PROVIDE A MINIMUM OF S-O" GROUND COVER OR AS REQUIRED BY FLORIDA BUILDING CODES. S. ALL EXPOSED PIPING INSIDE THE BUILDING SHALL BE COPPER OR Drawn: Issue Date: DMA 04/19/04 Checked: DAD Approved: Scale: DAD AS NOTED Project No.: Sheet No.: WN.01430.001 P- CHROME. EXPOSED VENT PIPING MAY BE PVC, PAINTED TO MATCH, IF 0MVILIMME WITH THE 2001 nDPoOA BUILDING CODE USl'N6 A ALLOWED BY CODE. MN(MIIM WM VELOCITY OF 140 MPH' ENDHEERING OEDNiN IS BY WOO. W_ AND B STE SPEOM AND NOT wuD WITHOUT THE AUTHORIZED BIGHATURE AND SEAL OF A REGISTERED T. ESCUTCHEONS SHALL BE PROVIDED AT ALL PIPE WALL PENETRATIONS. PROFFSMOL 0I0ML THESE N= AM PART OF THE CONSTRUCTON DOIXNENTS AND LBMT BE READ AND ADHERED TO BY ALL APPLICABLE SUBS. 00 NOT W&E THESE ORWIMM, U. THE FOLLOWING MATERIALS SHALL BE USED: UK FIGURED DwoNSIONS OHLY. E A 080REPAWY 000URS. - SEWER / VENT SYSTEM - SCHEDULE 40 DWV PVC qN — W' AT 772-770-4707 FOR - WATER SYSTEM - COPPER TYPE "L" OR W' TUBING THESE DOGS TO WNOH I HAVE AFFM MY SI MURE CONDENSATE -SCHEDULE 40 PVC. AND SM WERE p �� AM NSTRUNNIS OF � V. SAW CUT EXISTING CONCRETE WALLS AND SLAB AS NECESSARY TO AM ARE PROTWED BY THE OOP"WW LW OF THE U.S. THEY MAY NOT BE REPRODUCED IN WHME OR PART Wff# r ACCOMODATE NEW PLUMBING SYSTEM. WRRI PERM113I04 of THE ARCHn=THE CERT ICATIDN OWAM THEREIN APPUES 0HUY TO THOM 1 ROMA BULGING ODC COPRA �� W_ ALL PLUMBING SHALL CONFORM TO THE 2001 FLORIDA PLUMBING CODES AND ANY LOCAL AMENDMENTS. David A. DaSilva, PE Date P Mechanical CFlorida Registration # 54739 Michael Pilo, PE Date Electrical Florida Registration # 50067 00 t:1:B1 PLUMBING PLAN 1/8" = V-0" 1ST FLOOR PLUMBING NOTES: (D PI ROUTE 2" CONDENSATE DRAIN UP TO DRAIN. P2 INSALATE ALL CONDENSATE DRAINS WITH 3/" ARMAFLEX P3 SEE SEWER RISER P1 FOR DETAIL. P4 PROVIDE SHUT-OFF VALVE IN BOX AT EXTERIOR. P5 SEE WAFER RISER W 1 FOR DETAIL. P6 ROUTE RELIF DRAIN TO NEAREST FLOOR DRAIN. 2" TO �CD-1 r CW/HW TO EWH-1 I I � "1G 2" CW) %" HW/CW TO SK-1 r J J / Y2" I I I WATER RISER CD -I PLUMBING PLAN 1/8" = 1'-0" ( _N P1 SEWER RISER 2ND FLOOR bk . SECTION A -A 1. FLOOR OR WALL ASSEMBLY -- MIN. 4'/s" THICK REINFORCED LIGHTWEIGHT OR NORMAL WEIGHT (100-150 PCF) CONCRETE. WALL MAY ALSO BE CONSTRUCTED OF ANY UL CLASSIFIED CONCRETE BLOCKS*. MAX. DIAM OF OPENING IS 10" 2. THROUGH PENETRATION -- ONE METALLIC PIPE, CONDUIT OR TUBE TO BE INSTALLED EITHER CONCENTRICALLY OR ECCENTRICALLY WITHIN THE FIRESTOP SYSTEM. THE ANNULAR SPACE BETWEEN THE PIPE, CONDUIT OF TUBE AND PERIPHERY OF OPENING SHALL BE MIN. 0" (POINT CONTACT) TO MAX. 57/s". PIPE, CONDUIT OF TUBE RIGIDLY SUPPORTED ON BOTH SIDES OF FLOOR OR WALL ASSEMBLY. A. STEEL PIPE NOM 4"0 (OR SMALLER) SCHEDULE 10 (OR HEAVIER) STEEL PIPE. B. IRON PIPE NOM 4"0 (OR SMALLER) CAST OR DUCTILE IRON PIPE. C. CONDUIT NOM. 4"0 (OR SMALLER) RIGID STEEL CONDUIT. D. CONDUIT NOM. 4.0 (OR SMALLER) STEEL ELECTRICAL METALLIC CONDUIT. E. COPPER TUBING NOM. 4"0 (OR SMALLER) TYPE L (OR HEAVIER) COPPER TUBING. F. COPPER PIPE NOM. 4"0 (OR SMALLER) REGULAR (OR HEAVIER) COPPER PIPE. 3. FIRESTOP SYSTEM -- THE FIRESTOP SYSTEM SHALL CONSIST OF THE FOLLOWING: A. PACKING MATERIAL MIN. 2" THICKNESS OF 4 PCF MINERAL WOOL BATT INSULATION TIGHTLY PACKED INTO THE OPINING AS A PERMANENT FORM, PACKING MATERIAL TO BE RECESSED FROM TOP SURFACE OF FLOOR AND BOTH SURFACES OF WALL AS REQUIRED TO ACCOMMODATE THE REQUIRED THICKNESS OF FILL MATERIAL. B. FILL, VOID OR CAVITY MATERIALS' - FOAM MIN. 2Y2" THICKNESS OF FILL MATERIAL APPLIED WITHIN THE ANNULUS, FLUCH WITH TOP SURFACE OF FLOOR OR WITH BOTH SURFACES OF WALL. HILTI CONSTRUCTION CHEMICALS, DIV. OF HILTI INC. -- CP620 FIRE FOAM. ' BEARING THE UL CLASSIFICATION MARK. NOTE: F RATING - 3 HR T RATING - 0 HR 1. Floor or We I Assembly — Min 4 hr fire -rated gypsum board/stud wall assembly shall be constructed of the materials and in the manner described in the individual U400 Series Wall or Partition Design in the UL Fire Resistance Directory and shall include the following construction features; A. Studs —Wall framing shall consist of steel channel studs.Steel studs to be min 3-1/2 in. wide and spaced max 24 in. OC. B. Gypsum Board* — Four layers of nom 5/8 in. thick, gypsum board as specified in the individual wall and partition Design. Max diem of opening is 7-3/8 in. 2. Through —Penetrants —One nonmetallic pipe to be installed concentrically or eccentrically within the firestop system. The annular space between the pipe and the periphery of the opening shall be a min 0 in. (point contact) to max 3/4 in. for nom 6 in. diameter pipes and min 0 in (point contact) to max 1/2 in. for nom 4 in. diem (or smaller) pipes. Pipe to be rigidly supported an both sides of wall assembly. The following types and sizes of nonmetallic pipes may be used. A. Polyvinyl Chloride (PVC) Pipe — Nom 6 in diam(or smaller) Schedule 40 solid or cellular PVC core pipe, for use in closed (process or supply) or vented (drain, waste or vent) piping systems. B.Chlorinated Polyvinyl Chloride (CPVC) Pipe—Nom6in.diam(or smaller) SDR 13.5 CPVC pipe. For use in closed (process or supply) piping systems. The T Rating is dependent upon the diam of pipe used in the firestop system. For nom 4 in. diam (or smaller) pipes, the T Rating is 4 hr. For pipes greater than nom 4 in. diam the T Rating is 2 hr. 3. Firestop System —The firestop system shall consist of the following: A. Fill, Void or Cavity Material — Sealant* —Min 1-1/2 in. thickness of fill material applied within annulus of gypsum board, flush with surface of Wall. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC PS -ONE Sealant B. Firestop Device — Firestop Collar — The firestop collar shall be installed in accordance with the accompanying installation instructions. The collar shall be installed and latched around the pipe and secured to the gypsum board with the anchor hooks provided with the collar. (Min 2 anchor hooks for 1-1/2 and 2 in. diam pipes, 3 anchor hooks for 3 and 4 in. diem pipes and 6 anchor hooks for 6 in, diam pipes). The anchor hooks are to be secured to the wall with 1/4 in. by 3 in. toggle bolts along with min 3/4 in. dim steel washers. HILT[ CONSTRUCTION CHEMICALS, DIV OF HILTI INC - CP 643 50/1.5"N, CP 643 63/2"N, CP 643 90/3"N, CP 64� 110/4"N or CP 643 160/6"N Firestop Collar Q *Bearing the UL Classification Mark CONC. FLOOR/WALL PIPE GYPSUM BOARD P6 PENETRATION DETAIL P7 PENETRATION D� N.T.S. P-D001 N.T.S. P-DO04 WCO WCG/Neel-Schaffer, Inc. 2145 14th Avenue, Suite 24 Vero Beach, Florida 32960 Phone:772-770-4707 Fax:772-770-4640 www.wcgl.com www.neel-schaffer.com Florida Architectural License AA 26000682 Consultants: DDC Engineering, Inc. 2200 Front Street, Suite 300 Melbourne, Florida 32901 321.308.2021 Phone 321.757.3088 Fax davedasilva@ddc-engirneers.com DDC JOB#: 04021 Key Plan: Issues: No.: Date: Description: 1 07.19.04 COUNTY COMMENTS 2 08.10.04 COUNTY COMMENTS Project: Office Building DICKERSON OF FLORIDA N. 25TH STREET FT. PIERCE, FLORIDA Drawing Title: PLUMBING PLAN Drawn: Issue Date: DMA 04/19/04 Checked: DAD Approved: Scale: DAD AS NOTED Project No.: Sheet No.: NN.01430.001 P-2 HE AnACHFD PLANS MA 911IWWY/CE WITH 1W 2001 IAXMIY woo vaom OF If WOO. W. AND Is SIZE ! WSSE DOCLUMIS M IYIiCFI 1 HMIE AFFIXED MY SIONMM -()Y Mechanical Florida Registration # 54739 Michael Pilo, PE Date Electrical Florida Registration # 50067