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HomeMy WebLinkAboutREVISION 12-28-06 (2)COUNTY CERT *. I Soo - D 0CD y f63 ®: 1d!/13/2006 02:09 4622885 PAGE 01 ■ DATE FILED: I 0(y 0 U PERMIT #: REVISION FEE: 'S V1,5n. b 0 RECEIPT #: ST. LUCIE COUNTY DEPARTMENT OF COMMUNITY DE BUILDING & ZONING 2300'VIRGINIA AVENUE FORT PIERCE, FLORIDA 3498, 772-462-1553 APPLICATION FOR BUILDING PERMIT PROJECT INFORMATION 1. LOCATION/SITE ADDRESS:_ a9ro5- 2969 W • M d Qd alA _ aL 2. 3ETAILED DESCRIPTIONS OF PROJECT CUPY 2EVISIONS: kk:XkGl niL*'- resF n- hU-kkf]Lt 3. CONTRACTOR INFORMATION: ST. OF FL REG/CERT $f- CC,Ct-p 13,19 BUSINESS NAME: 'Iknw QUALIFIERS NAME: �_ ADDRESS: a CITY: PHONE (DAYTIME): __ _ r7e a . 1461 4. ARCHIT/ENGINEER: NAME: ADDRESS: CITY: PHONE (DAYTIME): ')V-n.. 20'-0" 32,-n" 9,V-o„ metal anchor flange (4) by manufacturer � exrerlor wall with 1/4" x 3" ropcon to concrete, typ. (4) places �condensing unit i equipment pod extend min. S° around ail sides of unit ompress®r -_Atia hhment Detail, 3' vtr. - 3 f7 70 So I I fG i11I1 /f G V si3°n SVode;dY ; � =p� cieY (0 y�-s .; % co -LiJlVC--•7lamT `o �p o o 0 o o ` �: �XtT �' 0 3._pgn�l out � I leoi I0 o 5oc�t� - �. rXlr �- 0 0 o (tick t, fl 1 o 0 a n ° L �Vlr 1 0 ff 0 �l lnkll� eleot EXIT `� „_ M1 ': --- _ pane �l t ` � "-'4� ._.J',..!�..J' 3a68 •EF,I� �. 3068 `� flit 24-7 AH '1 - l 4dr"4_ AH I, z6'-�lt o f ��' a j N t� 1 ---- -- Ll 1 I N U 1 x'U I grt N 1 • ❑. — 'l-N--7i 31®�, S n (� �, Olt �('/ V/ 0. 3000 31901M.11V H11M A1d Ol HMO NI AHVSS303N 3e A VHL 80103611,11 a1311 AS 038U1 SNOII33UHOO ANV 01103Pens • N OM aSOdOdd 11V 0NV SNVld ST. LUCIE COUNTY - � - _ PLAN -6 4 ( I�60�-D 4 43 - U lo1.l-T _ - 3 UNIT 2 u T N l T 3 1446 s 'h �' Q BLDG: Cr DATE: ELEC: p ; DATE -1 PLUMB: d + DATE: El IL bi a MECH: � DATE: 2 \ 7 I i o fl' threshold not to 3/4" high XIL- i' /exceed typ. (6) places -EAIT. ,— ExIT I on a� as o0 00 oa oo no 0o 53 ao _ on o� o0 00 0o an o - oo �1Q Qfl a o D25 D25 D35 o� D35 D25 po I D25 0 ✓ I I Y I I I I I O 6'_0" 4'-8" 2'-0" 4 -6" 4'-6" 2'-0" 4'-8" 8 -1Y2 3'-OY2 4'-0" 6'-6" 6'-6" 4'-0" 3'-OY2 8 -1Y2 _ 4'-8" 2'-0" 4'-6" 4'-6" 2, 0„ 4. 8„ 6'-01, 13'-0" 15'-10" 21'-0" 15-10" 13'-0" 10,-8" 100'-0" roc deck 20 ga metal nrcker JVr type s saatI'l' vet taints s ITc along heh�axvkare and we O Hit baft insulation 0 4' 3 5/3• x 25 ggeels ga. metal studs atli!%= to sanitary system T,yc. Plumbing Riser 2x4pta�p�� fasfered to slab with reds i5•aa _ woad base -typical foundation TPI"1t•��C1t stleration Wall Detail One Hour Fire Rating C (,1465) am RM OPM i t stela 1/Y . t-0' an mina-$-- - — 40' Floor Plan Scale: Y4"=1'-0" I I I I 1 I I Area Tabulation Usable Office Space 4,150 Covered Entry Space 282 _ -Iiiil- 34. 9" Total Buildable 4,432 ELECTRICAL LEDGEND 4� RECESSED LIGHT WITH LENS 0 EXTERIOR & WET LOCATIONS -(- SURFACE MOUNTED LIGHT FIXTURE +3f SWITCH EXIT 1=x9TLtr�H1rWITH 1%,ATTf—:FY UP First 10 KVA @ 1008= 10 KVAI! 1. Remaining 5.7 KVAN @ 40%= 2.2� Calculated Goad for Service S.i;ze 12.28 KV� = 12,280 AMPS c 12,280 VA/240 Voljks = 51.16 MPS 3 #3/0 THW in 2" cond, elect. service 3 #310 #4 in 2°cond. 2 120/2440 1 $ 100 amp ')Hmain" brker. #4 CU ground tied to building steel, CWP & driven ground rod Electrical Riser Diagram TYNOAl- 1-741RGE pl.AGR5 03 IN dV - 33H1 1-2 Aic Condition 3.0 240 (M#6 40.2 3-4 Water Heater(opflowl) 4.0 240 #lU 20.2 5 GF1 Outlets 0.5 120 1"#12 20.1 6 Gerl. Lights 1.8 120 19Lk#12 20.1 7 Gen. Lights 1.8 120 #12 20.1 8 RecepticalS 1.8 120 0#10 20.1 9 Receiaticals 1.8 120 0#10 20.1 LO SPAP, L 1.0 120 P#10 20.1 Product Approval Product Design Pressures Manufacturer Model Number Method of Attachment Roofing: Eniegra Estate (2) 10d Ring Shank Nails Swing Doors: +/- 55.0 Them Tru Fiber -Classic 4 #8 x 2 PFH wood screws at ea. vert. jamb, 6" from top & btm. & 16.9"c. c., (2) at header & sill 4" from outside corners Smooth -Star Windows: +/- 45.0 Noandex Series 437 (1) 3/16" topcon with 1 1/4" min. embed. 6" from corners and 24"c.c. max. (4) sides Hurricane Shutters: - +/- 47.0 Town & Country .040 Alum. 1/4" x 1 1/4" topcon 24"c.c. These Drawings and Specifications as instruments of service are and shall remain the property of the Designer. They ore not to be used on other projects or extensions of this project except by written agreement with the designer. No design changes which alter the intent of the drawings or Specifications are to be made without obtaining prior written permission from the designer. Copywrit4D c 2005 cry C_ .0, Cn N c U UY + ' o O 3 3 >n C.f a e cin � U0 ((fl = 0 Cr) I cu O00 Q> '+-- Q) cz6 Cu -� U ci d d C W M O. m zNo m G Z 411 d w �2 w ccdwE� 0 w o = : V C i Z d N i Ch U W W F- Teti r U P� J C I C� U ILL ® U m � � date revisions I pI12I�� addad Yore M 25 O6ehaN' ` drawn J.J.H checked S.L. date as noted scale 12-27-05 job number 05-072 sheet A-1 metal anchor (41 by monuf, - with 1/4" x 3 to concrete, place& -corder&rng u L L 4" 25004 co[ i I equiPrnersi pa extend min. is around all aie or unst :o :;ireesor Attachment Detc U a 8 a 93'-0" 20'-0" 32'-0" 25'-0" a al run d N drywall aster wth xew% Foc. at Tzoa abng t1gg nnmens and 'eae,rnQa. BNfls Rtl belt insulation 3 5/8' x 25 ga. ggaale. mtal stUds at 24'oc 2 x 4 Rt sole plate fastened fo slab with colt netls 16'om 610al foundation Tema nt Seri- amt i o— Tot"." i One Hour Fire Rating (GA File No. WP 1072) 12' 3'-6" CiMlr' PAW OPM " scua vz. ra 40' 34' 29'-$­ - 2_ r� .1g Floor Plan Scale: X"=1'—C" Area Tabulation Usable Office Space 4,150 Covered Entry Space 282 Total Buildable 4,432 ELECTRICAL LEDGEND 0 RECESSED LIGHT WITH LENS ® EXTERIOR & WET LOCATIONS T SURFACE MOUNTED LIGHT FIXTURE {{} SWITCH EXIT IRXIT LI6HTviirH 1:ATTiF-RY 15AcK-uP First 10 KVA @ ]JDO%= 10 KVAI! Remaining 5.7 KVA @ 40%= 2.20 Calculated Load for Service Size 12.28 K4 = 12,280 AMPS G 12,280 VA/240 Vol*s = 51.16 ' MPS 3 #3/0 THW in 2" cond. elect. service #3/0 #4 2 cond. o 24 M l20/240 11 100 amp main brker. #4 CU ground tied to building steel, CWP & driven ground rod Electrical Riser Diagram TYrl0A1- T>♦lzEe C'l AGES - LOCATyION KW V 1- Air Condition 3.0 240 3-4 Wa Heater(apfroflvl) 4.0 240 5 GF1 Outl 0.5 6 Gen. Lights 1. 120 7 Gen. Lights 120 8 Recept' s 1.8 0 9 epticals 1.8 120 l Ceiling Fans 1.0 120 IM #12 #12 #12 #10 #10 Product Approval Product Design 'Pressures Manufacturer Model Number Method of Attachment Roofing: Entegro Estate (2) 10d Ring Shank Nails Swing Doors: +/— 55.0 Therm Tru Fiber —Classic 4 #8 x 2 PFH wood screws at ea. vert. jamb., 6" from top & btm. & 16.9"c.c., (2) at header & sill 4" from outside corners Smooth —Star Windows: +/— 45.0 Norandex Series 437 (1) 3/16" tapcon with 1 1/4" min. embed. 6" from corners and 24"e.c. max. (4) sides Hurricane Shutters: +/— 47.0 Town & Country .040 Alum. 1/4" x 1 1/4" tapcon 24"c.c. 0000OfT.2 20.2 20.1 20.1 20.1 20.1 20.1 These Drawings and Specification as instruments of service are an shall remain the property of the Designer. They are not to be use onother projects or extensionso this project except by written agreemen with the designer. No desigi changes which alter the intent o the drawings or Specifications or to be made without obtaining prig written permission from the designee Copywrit© c 2005 CL l k 00 � - Q) d- E15 CDcu (/) V' / r) t� ®Ln—~J y1 if) �— C'J — V J Q C::3 Cn c9 y = c/') I Q� Q� of O • � (a.> v Cf) o d v m LU G. M a 6�ZMLLL m UJ Z d Q: WE. 21 v _YZ as W W d LIJ W) C, C/'D .. 0 cu ® � U �4mJ V ) — date revisions a�12/06 acpdjeal drawn J.J.I- checked S.L. date as notec scale 12-27-0! job number 05-072 sheet A-1 t.o. beam 0 +11'-8" bottom of arch ® +7'-0" t.o. column 0 +6'-4" t.o. beam 0 +11-8" �— ##5 rebar in tie beam, tie to vert. steel ##5 vert. in column to hook into footing (2)#5 rebar 45' bends 60" long tie to horizontal vert. steel End Entry Tower Scale: 3/4' =1'-0" ##5 vert, in column to hook into footing ##5 rebar in tie beam, tie to vert. steel S � bottom of arch 0 77r -g (2)#5 rebar 45' bends 60" bong tie to horizontol & vert. steel t.o. column ® + Cen ter Entry Tower Scale: 3/4"=1'-0" Roof Plan Scale: )/8"=1'-0" Front Entry Section Scale: 3/a"=1'-0" 11110111 ALL ZONES USE 1W GALV. OR EQUAL, 4%c . AT EDGES k 6%.c. IN FIELD Roof Nailing Dia rg am Scale: 3/4 =1'-0n 90 DEGREE HOOKS OVERLAP 25" MIN. Scale: 3/4"=1'-0" Enrty Detail @ Center Scale: 3/4 =1'—O" 5' 11 CONCRETE TILE ROOFING ON 90# ROLLED ROOFING, (HOT MOPPED) ON 30# FELT ON. 5/8" CDX PLYWOOD ON PRE- ENG. WOOD TRUSSES 24' O.C. SEE CONNECTOR SCHEDULE — 2x4P.T. CONT. 2x4AT 24"c.c. — GALV. DRIP EDGE ON - 1 x 4 CEDAR ON 1 x 6 CEDAR ON 2 x 10 CEDAR FASCIA 2'-0" HIGH RIBBED LATH —� WITH 6" x 16" LOUVER VENTS AT 96"c.c, MAX. SEE VENTING CALC. FOR REQ'D. QUANTITY t.o.b. i 10 mo, f.f. 00 5/8" TWO COAT STUCCO FINISH GRADE CLEAN, COMPACTED, & TREATED FILL DIRT 2'-0" 12 6 4rp6J , 8" x 12" CAST IN PLACE TIE BEAM WITH (4) #5 REBAR CONT. AT PERIMETER 8" x 20" MIN. CAST IN PLACE TIE BEAM WITH #4 TIES 1'0"c.c. OVER OPENINGS SOLID POUR SILL COURSE AT ALL WINDOWS <2 p} -Furrinq iL �r> %a Ilth 94,2 t�11 INTO rdel_,,--flywal( ._ 8" x 16" CONC. BLOCK WITH #5 VERT. DOWEL IN CONC. FILLED CELLS AS PER PLAN. r• eZ�1c� VAYo_-876e-6 IN kP. E e4E coMri�r_Tt-D, V. FILL GRADE �r F1 N CIA Tyyy�i+eal Walf Sectior LE COPY 12 6 stucco bonds float finish e \-Cap & bases THESE PLANS AND ALL PROPOSED WORK style by owner;' ARE SUBJECT TO ANY CORRECTIONS a REQUIRED BY JELD INSPECTORS THAT `1' , MAYBE NEC SSARY IN ORDER TO F € COMPLY WITH ALL APPLICABLE CODES.' 4 V-4" 4" 4'-6 Enrty Detail @ Ends Scale: 3/,,=1 —0 These Drawings and Specific, as instruments of service or shall remain the property c Designer. They are not to be on other projects or extensic this project except by written agrt with the designer. No d changes which alter the inte the drawings or Specification to be made without obtaining written permission from the de: Copywrit© c 2005 C� 000 • cll J I — k-a ,. •-�—/ e i O V) W a Q� LC? I — c9 cV — cn o fl Cf) Q�) LO 00 O • Q) J - i v c, d L4 n. = (L co ci Z r LL m=Z4)(V H 1 12_M 0 E'— U wW r-Y30 Z w = W > � W W) F� =LLN LJ CFI cL� U3 e4 C="� 4 V date revision; Li11612�Db IPIlZI06 add, 11`750161. drawn J. checked date as no scale 12-27- job number 05—( sheet A-2 Right Elevation Scaler SEE ROOFING NOTES ON TYPICAL WALL SECTION Front Elevation Scale: Y4"=1'-0" — _4!$i- 13'-8"t.o.b. 11'-8" t. o.b. — --1$- 9'-0" t.o.b. — ---$- 0.00' f.f. These Drawings and Specifications as instruments of service are and shall remain the property of the Designer. They are not to be used on other projects or extensions of this project except by written agreement with the designer. No design changes which alter the intent of the drawings or Specifications are to be made without obtaining prior written permission from the designer. Copywrlt4D c 2005 i�CO • O1 / � U J — 0_ a� —i ---D Lc')Gt7 s C LC� ♦ �� C.0 LC 00 U' `a— Q .� l"f / U O I-- N LU 0. 00 THESE PLANS AND ALL PROPOSED WORK w ° } ARE SUBJECT TO ANY m ' z m d CORRECTIONS •a to . W E : REQU►RED BY FIELD INSPECTORS THAT, V0 c ® z U MAY BE NECESSARY IN ORDER TO ==: Y COMPLY WITH ALL APPLICABLE CODES;' _ = w m �' M W > UJ Left Elevation 2 a �C, Scale: //4"=1'-0" _U.� Y >� A TERMITE T R D EV. IS'. I O,N ® V o -------------------- Nx ±38.0 \ -38 0 \ -38.0 \ ®� �-� TRUSS BRNG. SEE TRUSS PLAN RIBBED LATH AND STUCCO FINISH Rear Elevation Scale: Y4"-1'-0" 3000# GROUT FILLED CELL, SEE FLOOR PLAN FOR VERT. STEEL RQM'NTS, 3/16" TAPCON, 2 1/4" EMBED. IN MASONRY IN PRE DRILLED HOLES BY MANUFACTURER 3000# GROUT FILLED LAN o CELL, SEE FLOOR P FOR VERT. STEEL PLAN RQM'NTS. SET DOOR TO RELIEVE STUCCO FINISH RETURNED FUTURE FURRING AND TO WINDOW FRAME AT n. DRYWALL EXTERIOR - 1 x 6 P.T. BUCK PRE HUNG DR. JAMB. 3/16" TAPCON, 2 1/4" EMBED. IN MASONRY IN PRE DRILLED HOLES BY MANUFACTURER WINDOW FRAME I x 4 P.T. WINDOW BUCK (AT SIDES & WINDOW HEAD) Exterior Ceiling Detail Door Buck Attachment window Buck Attachment Scale: n.t.s. Scale: n.t.s. Scale: n.t.s. Project Design Criteria Building Code: FBC 2004 Type of Constriction: C.B.S. Building Designed: Enclosed Wind Speed (3 second gust): 130 m.p.h. Exposure: B Internal Pressure Coefficient: .18 Importance Factor. 1.0 Mean Building Heigth: 15 ft. Overhang 2 ft. 6/12 Roof Pitch Components & Cladding Weld Pressures —34.3, +31.3 Roof Dead Load 35# Tile Shutters:. Yes No Impact Resistant Assembly No Design Pressures see elevations date I revisions drawn J.J.H checked S.L. date as noted scale 12-27-05 job number 05-072 sheet A-3 4" 2500# conc. _ L C UND�°tYloN 000TiNG rL. 6N Footing Schedule O WITH x 12" FOOTING WI F1 TH (2) #5 REBAR CONT. FZWITH x 2) MONO, FTNC. WITH (2) #5 REBAR CONT. Z 24" x 48" x 16" PAD F3 FTNC. WITH #5 REBAR 6"c.c. H EV -SION THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS i REQUIRED BY FIELD INSPECTORS THAT MAYBE NECESSARY IN ORDER T0. a COMPLY WITH ALL APPLICABLE CODES; These Drawings and Specificati as instruments of service are shall remain the property of Designer. They are not to be i onother projects or extensions this project except by written agreer with the designer. No des changes which alter the intent the drawings or Specifications to be made without obtaining p written permission from the desig Copywrit() c 2005 C/') d- C O d fJ ' ) • -7 /®/ C —h— �— to v _ CC) .C/) O � " cr) C-0 cry a U +_ ts, 0 —s O �- r— Q 7-3 x �_ C O ` CL v N L m _d W.-a ML m Z d fq LA = C� 0 050 =C) V _cYZ d ate. N �} Ch A W W _ U- h 1= date I revisions 11115 * e-r44 tflab. drawn J.J.H checked S.L. date as noted scale 12-27—Or job number 05-072 sheet S-1 100'-0" These Drawings and SI as Instruments of sen shall remain the prop Designer. They are not on other projects or e this project except by writ with the designer, changes which alter ti the drawings or Specit to be made without ob written permission from CopywritQ c 2005 c IX C • � ITS C —� LC • CC ��^ • V J C-� Ll IX OL. - .� � r Q) v > ` F Q) V) w �- 00 zN ION R,0w E 0 00m=z0) U) sLL g3o 13'-0" 15-10 —0" 15'-10" is —Go 1 p'_g' N W M Roof Framing Plan Scale: X"=1'-0" Attic Vents Calculation Attic Area: 4432 s.f. / 150 = 30.0 s.f. required. Vents Provided: 6" x 16" = .5' x 1.33' = .67 sq. ft. Roof Overhang: 372 lin. ft. / 8' = x 47 units Ventilation Provided: 31.5 sq. €t. Truss Bearing Hgths. iii�riii V10MR, MA Connector Schedule Truss ID Bearing Point Truss Uplift Connector ID Connector Uplift Fasteners Notes A 1800 (2) HETA20 3620 (e)) 16d per strop ALL o, /SO* GiRETA20 105 (to)IDAYI Truss to truss connections by truss manufacturer date I revi drawn checked date a: Scale 1' 2- job number sheet S DRIVEWAY LOCATI°ON MAP ill =100' TREE MITIGTION NOTE ST LUCIE COUNTY CODE REQUIRES THAT CONSPICUOUS, DURABLE BARRICADES BE ERECTED AROUND EACH INDIVIDUAL TREE OR AREAS OF VEGETATION THAT ARE TO BE PRESERVED. AT A MINIMUM, BARRICADES SHOULD BE PLACED AT THE DRIP LINE OF A TREE, IN THE EVENT THAT ANY PROTECTIVE BARRIERS ARE REMOVED OR ALTERED 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 CORRECTIVE AC11ONS ARE TAKEN TO REPAIR OF REPLANT ANY VEGETATION REMOVED OR DAMAGED AS A RESULT OF THESE ENCROACHMENTS. PLEASE BE ADVISED THAT TREES DESTROYED DUE TO CONSTRUCTION DAMAGE ARE REQUIRED TO BE MITIGATED AT A RATIO OF 4:1. PHASE II �=EXISTING PARKING TO BE REMOVED CONSTRUCT 2" WATER SERVICE (PHASE II) GENERAL NOTES PHASE II 1. PROJECT NAME: Drawdy Office Park Phase II 2. LOCATION: South side of Midway Road, approx. 1320 feet west of South 25th SL•eet 3. OWNER: Phillip M. Drawdy, Troy W. Drawdy Tax I.D. No. 3405-421-0001-000-2 1216 Bell Avenue Fort Pierce, FL 34982 Contact: Phil or Troy Drawdy 1 4. ENGINEER/SURVEYOR: Culpepper & Terpening, Inc. 2980 South 25th Street Fort Pierce, FL 34981 Contact: David L Phillips, P.E. 5. LANDSCAPE ARCHITECT: Lisa R. Nelson, R.LA. 5104 Oleander Blvd. Ft. Pierce, FL 34982 Office: 772-464-2100 Fax: 772-465-2790 8. TYPE OF PROJECT: Contractors' Building Offices 7. GROSS PROJECT SIZE: 204,812 Square Feet, 4.70 Acres B. BUILDING SIZE: 5,743 Sq. Ft (PHASE 1) 16,307 Sq. Ft, (PHASE II) Total: 22,050 Sq. Ft. 9. EXISTING LAND USE: . Office Bldg. 10. EXISTING ZONING: Commercial Office (CO) 11. FLOOD ZONE: Zone X (per F.E.M.A. Mop #12111cO280-F) 12. LEGAL DESCRIPTION: A Parcel of land lying in Section 5, Township 3 South, Range 40 East, St. Lucie County, Florld,. The East 1/2 of the Southeast 1/4 of Section 5, Township 36 South, Range 40 East, St. Lucie County, Florida less Midway Road right-of-way. Said parcel contains 4.70 acres, more or less. ZONE: AR-1 LAND USE: COM PHASE III CONSTRUCT 2' WATER SERVICE PHASE II CONST 2" IN-UNE VALVE & 2' PLUG TO ALLOW FOR 13. FUTURE LAND USE: Commercial (COM) 14. SITE COVERAGE Phase I Phase I Phase I Acreage Sq. Footage Percentage Building 0.13 AC. 5,743.0 SF 2.80% Parking/Sidewalk 0.40 AC. 17,385.0 SF 8.50% Phase II Phase II Phase II Acreage Sq. Footage Percentage 0.23 AG 10,172.7 SF 4.97% 0.77 AG 33.452.0 SF 16.33% Phase III Pl,ase III Phase III Acreage Sq. Footage Percentage 0.51 AC. 22,050.0 SF 10.77% 1.17 AC. 51.187.0 SF 24.99% Total Impervious 0.54 AC. 23,478.0 SF 11.477 11.00 AC. 43,624.7 SF 21.307 1.68 AC. 73,<^37.0 SF 35.76% Total Open Space 4.16 AC. 181,334.0 SF 88.53% 3.70 AC. 161,187.3 SF 78.70% 3.02 AC. 131,575.0 SF 64,24% Total Site Area 4.70 AC. 204,812.0 SF 100.00% 4.70 AC. 204,812.0 SF 100.00% 4.70 AC. 204,1T12.0 SF 100.00% 15. PARKING: • Office (22,050sf 0 5 spaces/1,000sf) = 111 Spaces Required PHASE I PHASE 1 PHASE III • Standard Spaces Provided 10 spaces 22 spaces (TOTAL) 105 spaces • Handicapped Spaces Required 5 spaces • Handicapped Spaces Provided 1 spaces 2 spaces 6spaces Total Spaces Provided 11 spaces 24 spaces Ill spaces 16. DEVELOPMENT SCHEDULE: Construction to begin: May 1, 2003 Construction to be completed: Sept. 1, 2003 17. UTILITY SERVICE: Water Service: City of Port St. Lucie Utility Systems Dept. Sewage Treatment: City of Port St. Lucie Utility Systems Dept. 18. SITE DRAINAGE: The on -site stormwater management system will consist of a 40' 40' series of inlets, culverts, and awales. An existing on -site dry detention area will provide water quality (pre-treatment for the ' i?• +_-�'- �1 first 1/2" of run-off) and provides compensating storage. Discharge from the site will be towards the existing swale along ; the north boundary of the site. PHASE II CONSTRUCT I li I i 2" WATER SERVICE 2" SERVICE TAP I? RPZ i I; i 1}" METER I 0 - y'----------6'- ------ ��17L' - ---- ---------------------------------------------------- - PHASE II -- ------itaT r - .'' II� "1 CONSTRUCT 211 ea Cr ______---__-- S 1 HASE III PHASE II PHASE III - b` �� WATER SERVICE 5' •'; : ? BU LDING#2 cortsr. BUILDING #3 - ram" ' `. Es bO,liZ" s / . / , ff '0"+ariles S.F.S.F. 1 WATER BENCHMARK L 1 4,150.0 SERVICE 4,150.e "" °�, �, - ,�„ �„*" TA TOP 1�2' i 6 / ,/ /I F.F.E.=18.50 h F.F.E.=18.50 nrn• ^ 286 TOP 1/2" IR&C ; EXISTING ' / PHASE III 1s' r •,. r" "' PHASE III I S ELEV = 153�3 TRAY STAMPED LB 4286 TRAY ' 1 ' / pia a PHASE II CONST. 25' OF s' PHASE III s N.G.V.D. OF i929 DRY DETENTION I `- F CONST. 12'x3O' SAN. SERVICE O 1.0% t '"„ *"t PHASE 111 CONSTRUCT ELEV = 15.86 I I I )PHA E II , ! ' % .' LOADING ZONE CLEAN -OUT CONST. 58 OF 6 '� '�" CONSTRUCT 2" 2" WATER SERVICE ; r +. rg N.G.V.D. OF 1929 i AREA BUiLtN 1 ` % too CLEAN -OUT tom• SAN. SERVICE ®1.OS A Z' SERVICE TAP I 1 ,�, # ' i �{ -.•. WATER SERVICE 11" RPZ ,I , �, r / i' i'� % I PH BE N PHASE N CONST. Z. 1 4 41: �., f .' PROPOSED UTILITY EASEMENT Y P hSE II SD-5 PLUG N-UNE VALVE TO NEE) A PHASE N 1 " METER ; TOP 1/2" IR&C STAMPED LB 4286 TRAV ELEV = 15.62 N.G.V.D. OF 1929 i N v. u7i1 F. f.=1E:5G a r' ' f p� CONST. TYPE "C' INLET EXIST. BLDG. IN OPE'NA'.+': ^ro N+auo / r+..., r,r nn ..+ n„ 2• P.M. _ q� / V Fill & L/ -� / , _ P 8 SEOI 0' tz tz' tr \'\\\' il CON T. ' 10CA As. 11 I e u ' 6 ` --------------- a e. P91fw +Rs e, s i. -------------- ---- ----- ----- �' /i � . EXIST. 24' OF �` -'- E -'' \' J _ .% 18" CAP SAN) ARY MANHOLE '�,�- ` CLEAN -OUT CONST, 31' O' 8• W/ PLUG a' S r \ i J6 to - - H 7 ', /, l�}... 50.67 i � I ��' , / ' Res. O I; 12 :� � O to i I i i i ; I ^ " . 73a I \` jjt� t 0' - I III I 1 ' ' I PH ASE II. .+1 r`1 r .. ."s•.. _'.I - 1 III I 1 PHASE II CONST. 215HOFE611 s 24' PHASE II !� REROUTE 2" LPM SAN. SERVICE ®1 0% ' CONST. 44' DF TIT I ;� - _. I f I/ n 15' CAP 9 0.26X t o PHAS2 1 q & REMOVE EXIST O` I S• I PHASE I Ic4i r ' nil ` 'GRINDER STATION AFTER r , .4u 2 ; SYSTEM HAS BEEN EXISTING I s -_25' CERTIFIED COMPLETE in BUILDING-- L I - - - ' ri I I 1 I " ( - - - - _ - - ^10' PH SE II n' 24' Co 5,743 S.F. O I ° L - I- - - - '' If CO ST. 1 OF Nr F.F.E.= 15.50 pl NI I 11 �', �� q• to' - O ® 8' SAN. 0�4gX �^ to' r- 1 , u I t I I , •- - -i _ _ _ . , _ _ )III I .---• PHAFII I_Tj I�r I CIE I S -6� �1 M4 0 T - /-EXIST. V- I ®- 1 DI -RlT.Ar IN ."' III SAWCUT & REMVE CONST. TYPE •C" INLET R 11 W/ 6' PLUG INFRASTRUC If ® NEARST 1PHASE ill - PHASEJl EXPANSION JNT _nL PHASE l,1 SAWCUT &REMOV o 9 CONST 82' OF 6" to o COCRET®NEARESTI 9DD,I A E XSIQ10 r TF T F NI ''totz' • 10' 1 II II®I L":. 179. PHASE II II 22.5' 11RE STOPS ry n e TYPICAL n N S. I II L- •' , -` O m H S 10 P P A TO "hoE ' " GRAVITY V".I_TY"I1 �--S�9qMqqREi WE-_R._. _.P_.. HA_SE_'II-I OMNDR STATION DUMFSTER _ PAD (TYP,) SEE DETAIL 20.14' T_00 I NI -------------- ____________ PHASE It EXISTING 10' U.E.PROPOSED 230V-3PH UNDERGROUND ELECTRIC SERVICE i11"IUvi1I1' i nI1;i1 N I�II11^I I 1lil1IIIII O 1u11 iI�I 1III ;I1I Vc1i i; - II EXIST. FlRf HYDRANT EXISTPAVEMENT PHASEI 6.75' HIGH, 8.92' MDE. - - - GERE , �- = _•------------ it I I I 1 O �� 87.94• 'd• No /� CONSTRUCT 2' SERVICE TAQ � I I *, iWl I I CD I in INnIAN 01u 11.n-. LOCATION MAP FILE COPY GRAPHIC SCALE ( IN FEET ) 1 inch = 30 fill STUCCO 0 13'-4` ` I 76. CONC. PAC, Imo' y Wi 6'•x6"x6" 10/10 GA. W.M. CLj ON COMP. FILL 8" CONC. BLOCK MONOLITHIC FOOTER W/(2) #50 BARS CEDAR W/10"x12" WIRE GATES N) ELEVATION PLAN DUMPSTER ENCLOSURE DETAIL M F. e PHASE III 'n' CONSTRUCT: P 1 PHASE III 4' le 11" METER i:') t CONST. 6' o't CONCRETE ' 1j' RPZ CO ' 4 CONCRETE STOP SIDEWALK / f A I n il N 1 (TYPICAL) ^� PHASE III l ry f• CONSTRUCT 2" ; i i i i 12' `�• .\ `�'• , \ _�s, my s±s x„: tee t^+ rn -.. - r . , :::- .._ .. ...r- r" ..^ r•"' " WATER SERVICE l I I I I I � � ! I - ¢ R9 fof ^'^ r•:v m. r .v r.n WS .w yv.T R.a 7-w `•-, !"'� ,-. f^ wT �" �..-..a r- _..:..: , I I I I I `. - - I' PHASE III JL_____._______________ I I I I ., , • _------------- --- I I CCNST. 72'x30 , LOADING ZONEBLUE ___________. __________! ------------- - - , : � . - liit8 t8 TO CERTIFY THAT THIS SITE PLAN I I I I I MEETS THE MINIMUM TECHNICAL REQUIREMENTS OF THE ST. LUCIE COUNTY_ LAND DEVELOPMENT -----------------------;1--------------------------------------------' CODE. THIS APPROVAL DOES NOT -CONSTITUTE I l EXIST. CONTROL______ --____-0 [. STRUCTURE CONSTRUCTION AUTHORIZATION UNT4L AL I �'--'---'' HE PROJECT DEVELOP- ' 500'10'00"E 619.25' --------1 I I � I ONE: RS-4 LWD USE: COM I I I I I I UUMHU ILK FIELD BK./PG. w- FILE REF. CONSULTING ENGINEERS 0i-79BASE.DWG & W LAND SURVEYORS SP.IOs 9 C U L P E P P E R & 2980 SOUTH 25th STREET FORT PIERCE, FLORIDA 34@81 o TERPENING,INC. (772) 464-3537 State of Florida Board of Professional Engineers Authorization N 4286 SUCH PROVISIONS OFT VENT APPROVAL HAVE BEEN COMPLIED WITH AS it FUR MENT 1e DER �.- ' "::J, SETBACK REQ. CO ,fI�I AOMII TRAITOR b S APPROrAL DATE I'r'R SIDES `---�� - ,_AR o2� zrac. � TEC14 � D -REVI SIGNS - BY IDATE PER CLIENT RGM B-22-02 REVISED BUILDING LAYOUT ROM 0-08-0 REVISED PER ST. LUCIE COUNTY & PSLUSD TJW 3-17-03 REVISED PER CLIENT TJW 6-9-03 REVISED PER PSLUSD & ST. LUCIE COUNTY TJW 7-12-03 REVISED PER ST. LUCIE COUNTY TJW 8/27/03 BY DATE DESIGNED DLP 2-11-02 CALCS. DRAWN CSM 2-12-02 DETAILED CHECKED DLP 10-OS-02 APPROVED NOTES I. TOP PORTIDN OF FTP 25 & 26 SHALL HA\£ A REr_ECTr1E eiLE }. FTP 25 $ 25 WAY 6E FAeFtiCATEO CN BALXOL wTN wW1E REilECTILE O(:E PAAEL OR r&o. AND SYMBOL AND BCltDEA 4. FTP 25 IS FOR AREAS w4iRE SPACE 2 SHALL HAVE vs LArTD. REP ECTITOM IEilHPORTION I BACKCRON:G wlM BLACKOP LX L BLACK OPAIXIE LEGEND U.0 BaR..EA 5' b PARIaNG BY 's DISABLED PERMIT ONLY PARKING BY Is s�cs'c DISABLED PERMIT ONLY $250 FINE I I= ' $250 FINE FTP ST LUCIE COUNTYFIREpWISICTIit'VIEWED FOR COMPLIANCE SUBJECT TO FIELD INSPECTIONS SEE ATTACHEDR ISl SHEET REVIEWED; ILDATE: e s 2 4 . .AW 2 S W DAVID L. PHILLIPS, P.E. FLORIDA REG. NO. 58732 ,?• 27-5 DRAWDY OFFICE PARK PHASE II SITE PLAN DATE: 2-3-02 HORIZ_ SCALE: 1"=30' VERT. SCALE: NONE JOB No. 01- 79 SHEET 1 OF 2 0 6 4" 2500# conc. pad, 44" square typ. (3) places 100 —0 4'-6" 4'-6" 4'-0' 4'-0' 3'-114'-1' 4 —0 4'— 0 4'-0' 3`-11" 4'-1" 4'-0" 4'--0" 4'-0" 4'-0" 4 —0 4'-0" 3 —11 4'— 1 3 —0 3 —0" 4'-0" 4'-0" 4'-6" 4'-6" gi-, 0. 0' 0. 0' at Aj-" OA' 0[Ell 14 14 IEII IEIo EI IEI lalla o a o o a a 1�L_ 111 0 d F1 0 0 0 I 0 0 0 I 0 0 I 4 Q Q CF1� F1 Ln o Clean anc treated fill dirt a (0 I LO I � o 0 I 4 (1) #5 vert. hooked in ftng. & filled with 3000# grout, typ. 0 a O 0 I a p 0.0' F1 0.0' 0.0' O I 0 00 00 00 0o Eo 00 of o0 00 00 00 = o0 00 00 00 00 ors o0 0 0 0 `-) m _ F` o — 16" dia. c.m.u. with in ftng. & filled with (4) #5 vert. hooked grout. Typ. (8) places (8) places F2 d _ - o`— - — 0 MEN (N N F3 F3 ILE-CP 2'-2" T-6" 12' 12' 1' 7y2., 7'-9" 1' 7y2 12" 7'-4' 3'-9" 3'-9' 12" 2'-0" 3'-7 y2 T-9' 3'-7 �2 2'-0' 12" 3'-8 y2 ,• 3'-9 2 T-4' 12' 1 —7y2 1 —�'}i2 �- 12' 7 —9" � 2" 12" 7'_4" 2'_4" 13'-0 10'-8" - -- - THESE PLANS AND ALL PROPOSED ARE SUBJECT TO ANY CORRECT 12" 13'-0" -- 15'-10" 21'-0" 15'-10" 100'-rr - - REQUIRED BY FIELD INSPECTOR E Roof Framing Plan Scale: %4"=1'—O' WORK IONS S THAT - TA 'ol a , MAY BE NECESSARY IN ORD R i COMPLY WITH AL4 APPLICABLE CODE$; Footing Schedule 24" x 12" FOOTING F1 WITH (2) #5 REBAR CONT. OT x MONO. FTNG. WITH WITH (2)2) #5 REBAR CONT. 24" x 48" x 16" PAD F3 FTNG. WITH #5 REBAR 6"c.c. EACH WAY ST. LUCIE COUNTY PLAN REVIEW BLDG: 7L DATE:ELEC(0" (i DATE: /.� DATE:1�z r�! DATE: MECH: DATE: G These Drawings and Spec as instruments of service shall remain the propert Designer. They are not tc on other projects or exte this project except by written with the designer. Nc changes which alter the the drawings or Speclfica to be made without obtaii written permission from the CopywritQ c 2005 00 0 � rri CD U J L U) _ C � cri � / X V.�(�I V—J V— Q) o U 4) 61, Wcia _c fZ N O 0 Z M L L LLJ ca CZ �ywE� 0 00 MC) z U R I W W > , ran R W) ti date I revisic drawn checked date as r scale 12-2 job number 05- S sheet i on'-n" Roof Framing Plan Attic Vents Calculation Scale: Y4"=1'-0" Attic Area: 4432 s.f. / 150 = 30.0 s.f. required. Vents Provided: 6" x 16" = .5' x 1.33' = .67 sq. ft.- Roof Overhang: 372 lin. ft. / 8' = x 47 units Ventilation Provided: 31.5 sq. ft. OOLLI gWoc MW REQUIRED BY FIELD INSPECTORS THAT. s MAYBE NECESSARY IN ORDER 70. Truss Bearing HgtPOPLYWITH ALL APPLICABLtCODES Connector Schedule Truss ID Bearing Point Truss Uplift Connector ID Cornector Uplift fasteners Notes A 1800 (2) HETA20 ?to2© 16d per strap �u.o 'Soo t1114ETA20 It65 (10)1DAXI ' Truss to truss connections by truss manufacturer 11'-8" CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD These Drawings and Specifications as instruments of service are and shall remain the property of the Designer. They ore not to be used on other projects or extensions of this project except by written agreement with the designer. No design changes which alter the intent of the drawings or Specifications are to be made without obtaining prior written permission from the designer. Copywrito c 2005 n ci-) j- = U J i e � 0 (— � / / — n- Q� Q V7 —~ .� tl> CJ'D C� CV v ) O 11D CfD c I Q� C) Q�00 U O • � > T S o d w 'a = o. M z C4 o mcZ�as wE--- tNamx 00000 U cYZ 0 aw dw aM C4 date I revisions drawn J.J.H checked S.L. date as noted scale 12-27-05 lob number 05-072 sheet S-2 FROARiN 97,-r)„ 9s'-n" 90'-0 r�Lf�neieY o -fpl mrta r'od'� f�l rnejey o M M 0 011cl 116110 0 0 0 o LI o 0 0 0 0 0 0 0 0 al0 o m o elr� , EXIT �_ elect - YIT �- �ne ( ITne pollle � a 0 0 0 Clean and treated fill dirt Tenant Improvements are to be permitted on on individual basis _ at a future time ❑ 00 m M ll� threshold not to i exceed 3/4" high typ. (6) places �- '� o RI e rJo a o 0o e ao o —__-_ o o -TRT Ni ❑ D35 D35 D35 D35 D35 D35 ( o I O U I I I u 01n w I / I I I I I___1 I of "0I I I I I in l — — — _--- — — — — — — — — ----- ----- � 2'-4" 1, 4 -6,. 1, „ 2'-4„ 6'-7„ 2'-4„ 1, 2'-4„ 6'-7„ 2,-4" 1' 4'-6" 1'- .,- I „- „ 4'- 6„ 2,-0„1.- 5, 6„ 5, H„ 1'_ '2'-0„1, 4'-6" „2'-4" 11'-2" 13,-0" 11'-4" 19'-0" 13'-0" 41 90'-0" 3 #3/0 THW in 2" cond. elect. service 3 #3/0 #4 in 2"cond. Floor Plan Scale: Y4"=1'-O" I Area Tabulation I Usable Office Space 3,573 Covered Entry Spare 270 Total Buildable 3,843 U „ M 120/24240 9 { too amp main brker. ELECTRICAL LEDGEND r `1 RECESSED LIGHT WITH LENS 0 EXTERIOR & WET LOCATIONS #4 CU ground tied to SURFACE MOUNTED LIGHT FIXTURE building steel, CWP & driven ground rod -6+ SWITCH EXIT R_X(T (_IG--HT WITH PYATTEIZY BACK Ut- -_ Electrical Riser -TYf ICAL THK;iFF—_ p�AG FILECON THESE PLANS AND ALL PROPOSED WORT( ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT 4� MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES,' Product Approval Product Design Pressures Manufacture Model Number Method of Attachment Roofing: Entegra Estate (21 10d Ring Shank Nails Swing Doors: _ +/— 55.0 Therm Tru Fiber —Classic 4)# x 2 PFH wood screws at •sa. vert. jamb, 6" from top & tdm. & 16.9"c.a, (2) at header & ::ill 4" from outside corners Smooth —Star Windows: +/— 45.0 Norandex Series 437 (1) 3/16" top on with 1 1/4" min. embed. 6" from corners and 24"c.c. max. (4) sides Hurricane Shutters: +/— 47.0 Town & Country .040 Alum. 1/4° x 1 1/4" tapcon 24"c.c. These Drawings and Specificati, as Instruments of service are shall remain the property of Designer. They are not to be u on other projects or extensions this project except by written agreerr with the designer. No des changes which alter the intent the drawings or Specifications to be made without obtaining pi written permission from the desigi Copywrito c 2005 CID O � � a U J cID • VJ — s— O � (/? tf� CV • O <O U) Ln a' U • ' O CV (l V\/ / x � p (/} —I—� d L d d, uJrd ao� Z M ili CD �Z m 0 ++ cNa = .0 ` ai W E '- U �U =YZ m M dt 1A Lu LU r L� � Qa t CJ3 C O c� � U CZ==7_7 +J ® o© date I revisions drawn J.J. checked SA date as note scale 12-9-0 job number 05-07 sheet A-1 t.o. beam 0 +11'-8" h bottom of arch 0 +7'-0" t.o. column 0 +6'-4" t.o. beam 0 +1�-8" bottom of arch 0 +r7 t.o. column 0 + #5 rebar in tie beam, tie to vert. steel #5 vert. in column to hook into footing (2)#5 rebar 45` bends 60" long tie to horizontal & vert. steel End Entry Tower Scale: 3/4 =1'-0" #5 vert. in column to hook into footing #5 rebar in tie beam, tie to vert. steel i — (2)#5 rebar 45' bends 60" long tie to horizontal & vert. steel Roof Plan Scale: Y8"=1'-0" 1x-8 ALL ZONES USE 10d GALV. OR EOUAL. 4'c.c. AT EDGES & 6'c.c. IN 110M Roof Nailin Scale: 3/4"=1'-0" 90 DEGREE HOOKS OVERLAP 25" MIN. Diaaram Step Beam Detail Scale: 3/4"=1'-0" Enrty Detail @ Center Scale: 3/4 =1'-0" 5 HORIZ. TIE BEAM STEEL SEE WALL SECTION FOR STEEL REQUIRMENTS JRED CELLS WITH #5 BAR CONTINUOUS )M BEAM TO FOOTING -16 CONCRETE TILE ROOFING ON 90# ROLLED ROOFING, (HOT MOPPED) ON 30# FELT ON 5/8" CDX PLYWOOD ON PRE- ENG. WOOD TRUSSES 24" O.C. SEE CONNECTOR SCHEDULE 2 x 4 P.T. CONT. 2x4AT 24"c.c. - GALV. DRIP EDGE ON 1 x 4 CEDAR ON 1 x 6 CEDAR ON 2 x 10 CEDAR FASCIA HIGH RIBBED LATH WITH 6" x 16" LOUVER VENTS AT 96"c.c. MAX. SEE VENTING CALC. FOR REQ'D. QUANTITY of 5 /8" TWO COAT STUCCO FINISH GRADE CLEAN, COM?,'ACTED, & TREATED FILL DIRT These Drawings and Specifications as Instruments of service are and shall remain the property of the Designer. They are not to be used on other projects or extensions of this project except by written agreement with the designer. No design changes which alter the intent of 12 the drawings or Specifications are to be made without obtaining prior 6 written permission from the designer. Copywrit4o c 2005 8" x 12" CAST IN • PLACE TIE BEAM WITH (4) #5 REBAR CONT. AT PERIMETER 8" x 20" MIN. CAST IN PLACE TIE BEAM WITH #4 TIES 10"c.c. OVER OPENINGS SOLID POUR SILL COURSE AT ALL WINDOWS , 0 w 8" x 16" CONC. BLOCK WITH #5 VERT. DOWEL IN CONC. FILLED CELLS AS PER PLAN. FUTURE 4" 2500# /CONC. SLAB GRADE i i N CENTERED •aI,.I,.r.30RATb;CH1d IVrj 'I E T ical Wall Section nC)U(i'JfREGu iU Scale: 3/4 1'-0" THESE IN AND ALUPpQPOSED WORK ARE SUBJECT j0 ANY CORRECTIONS ; REQUIRED BY FIELD INSPECTORS THAT F 'MAYBE NECESSARY IN ORDER TO COMPLY WITH ­ALL'gpp�CABLE C�QDES:-+ OW t.o.b. stucco bands float finish cap & bases style by owner 4'1 l'-4" 14' 4'-6" Enrty Detail @ Ends Scale: 3/4 =1'=0" Cn d- c- l L y- cD 00 ­t- UD J (aD ZD J C7-) m T� • �. O Q,) In cr7 c0 � V J Q Q Cn � 7"S C/D Q J `U L cc U VJ -+ C J O v L d wv-a CIL co (jZMu- m�Z04) aa)WE'L - U cYM0 Z 0) L �� T (Vw NWLU W) CM F- V - C10 C� o O dJ U7 U �0 D —�3 " ' date I revisions I drawn J.J.H checked S.L. date as noted scale 12-27-05 job number 05-072 sheet A-2 -Center En tr� Scale: 3/4"=1'-0" Tower Front_ tEntry Scale: %"=1'-0" Right Elevation Scale: Y4 =1 —0 SEE ROOFING NOTES ON TYPICAL WALL SECTION Exterior Scale: n.t.s. Front Elevation Scale: Y4"=1'-0" Left Elevation Scale: Y4"=1'-0" 13'-8"t.o.b. — 11'-8"t.o.b. — 9'-0" t.o.b. — __$` 0.00' f. f. 4ESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS', IEQUIRED BY FIELD INSPECTORS THAT' MAY BE NECESSARY IN ORDER TO%:.; OMPLYMTHALL'• APPLICABLE CODES:: These Drawings and Sr as instruments of sery shall remain the prop Designer. They are not on other projects or e> this project except by writt with the designer. changes which alter th the drawings or Specifl to be made without ob written permission from Copywrito c 2005 U) a Q� d ® Y - D r Q, a w✓ .L �7 U • � . —� = i C a Q) � v Lr C-c C- .!^ O QC Cfi c�C � U C- O � Li Q) -a--� a O U c C W C as =CW 00 — Z a 0W0= U,aYZ m a> N W � FILEON C v 1� ----------_------------ .1 m o +36 0 \ +36 0 \ +36.0 \ -38.0 38.0 38.0 TRUSS BRNG. SEE TRUSS PLAN RIBBED LATH AND STUCCO FINISH Rear Elevation Scale: Y4"=V-0" 3000$ GROUT FILLED CELL, SEE FLOOR PLAN FOR VERT. STEEL RQM'NTS. 3/16' TAPCON, 2 1/4" EMBED. IN MASONRY IN PRE DRILLED HOLES BY MANUFACTURER 01 SET DOOR TO RECIEVE FUTURE FURRING AND (II � DRYWALL 1 x 6 P.T. BUCK PRE HUNG DR. JAMB. Ceiling Detail Door Buck Attachment Scale: n.t.s. CELL, SEE FL FILLED I 0 CELL, SEE FLOOR PLAN FOR VERT. STEEL RQM'N75. STUCCO FINISH RETURNED ' I TO WINDOW FRAME AT EXTERIOR 3/16" TAPCON, 2 1/4- EMBED. IN MASONRY IN PRE DRILLED HOLES BY MANUFACTURER WINDOW FRAME Window Scale: n.t.s. 1 x 4 P.T. WINDOW BUCK (AT SIDES & WINDOW HEAD) Buck Attachment Project Design Criteria Building Code: FBC 2004 Type of Construction: C.B.S. Building Desicned: Enclosed Wind Speed (3 second gust): 130 m.p.h. Exposure: R Internal Pressure Coefficient: .18 Importance Factor: 1.0 Mean Building Heigth: 15 ft. Overhang 2 ft. 6/12 Roof Pitch Components & Cladding Wind Pressures —34.3, +31.3 Roof Dead Load 350 Tile Shutters: Yes No Impact Resistant Assembj,y. No Design Pressures see elevations date I revi drawn checked date as scale 12- job number C 0 sheet IIVIr., .. , oBm CD M V r UJI. W U X W \/ / y Z I♦�..1^/. VJ ry O U. w 0 z W o O wU JT V . �M W '� 1w W .n .v/ tiv-1 CA CJ3 CJ5 EJ7 EJ7 EJ7 EJ7 EJ7 EJ7 EJ7 io EJ7 a EJ7 EJ7 EJ7 EJ7 EJ7 EJ7 EJ7 CJf CX CJ' I - AC K Scale: 1' = 1 /4" CHARGESWITHOUT PRIOR APPROVAL FROM A REPRESENTATIVE OF TJ TRUSS CORD WR Al TYPICAL VVEB PATTERN NO STORAGE 1-- 2' „) 2 g{ HEEL HEII 4"3 TYPICAL END DETAIL I� 2' �I SQUARE CUT OVERHANG N Ci N N `� of Q Q Q Q Q Q Q Q Q 4 Q Q Q Q Q Q Q Q hG U U M M rUn ) r�u' )h Cl)N N U) Lo Lo Lo to r0 M m m V W W W W W U U W w W W w W w U U 11'4" } — 11'8" F 177' } 19,8" 100, ��SC Z�J Ma co co Co m U W W w w w U 172,E 11'8" .A 3 r r r 7 7 5 3 1 CONCEALED FASTENERS OR ATTACHMENT" ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD FILE COPY BEARING HEIGHTS IARVEY E. KOEHNEN essional Engineer PE-32831 7205 Elyse Circle •t St. Lucie, FL 34952-3212 Office: (772)466-5509 Fax (772) 489-3035 TRUSS LAYOUT REVIEWED & APPROAVED OAG LAYOUT DRAWN FROM PLANS LAST DATED TJ TRUSS SUPPLIES ALL STANDARD TRUSS TO TRUSS CONNECTORS FOR GRAVITY LOADS ONLY. ALL UPLIFT CONNECTIONS ARE BY BUILDER. ALL DRAWN WALLS ARE BEARING WALLS UNLESS OTHERWISE STATED. ALL UNDER FRAMING OF DROP CEILINGS AND FINISH FRAMING OF SPECIAL CEILINGS IS BY BUILDER. TJ TRUSS IS NOT RESPONSIBLE FOR TEMPORARY BRACING OF THE ROOF SYS- FOR TEMPORARY AND PERMANENT BRAC REQUIREMENTS, SEE HIB-91/BCSI BRACING REQUIRED BY THE INDIVIDUAL TRUSS/WEB COMPONENTS IS TO OVERC( BENDING OF SPECIFIC COMPRESSION MEMBERS DUE TO GRAVITY OR WIND LOADS AND SHOULD NOT BE CONFUSED WITH THE BRACING REQUIREMENTS OF TI BUILDING STRUCTURE, AND SHALL BE INSTALLED BY THE BUILDER. TJ TRUSS DISCLAIMERS: FOR ANY CONFLICT BETWEEN THIS SETTING PLAN AND THE INDIVIDUAL ENGINEERED DRAWINGS, THE INDIVIDUAL ENGINEERED DRAWING WILL TAKE PRECEDENCE. DO NOT CUT OR ALTER ANY TRUSS WITHOUT CONSULTING A DESIGNER AT TJ TRUSS FIRST. ANY PARTY WHO CUTS OR DAMAGES A TRUSS SHALL BE RESPONSIBLE FOR THE COST OF THE REQUIRED ENGINEERING DESIGN AND REPAIR OF THE TRUSS. NO BACK CHARGES WILL BE ACCEPTED UNLESS APPROVED IN WRITING BY AN OFFICER OF TJ TRUSS CORP. FAILURE TO SEEK THE RESOLUTION OF A PROBLEM UNTIL AFTER THE ROOF IS SHINGLED OR THE DRYWALL IS INSTALLED SHALL CONSTITUTE ACCEPTANCE OF THE PROBLEM BY THE CUSTOMER AND THE CUSTOMER SHALL BEAR TOTAL FINANCIA RESPONSIBILITY TO RESOLVE THE PROBLEM. CUSTOMERS RESPONSIBILITY: PROVIDE AND INSTALL ANY AND ALL PERMANENT BRACING REQUIRED BY THE TRUSS DESIGNS. PROVIDE A SUITABLE UNOBSTRUCTED AREA TO UNLOAD TRUSSES. TO ERECT ALL TRUSS COMPONENTS IN ACCORDANCE WITH THE TRUSS PLATE INSTITUTE PUBLICATION BCSI AND TO SEEK PROFESSIONAL HELP AND ADVICE ON ANY QUESTIONS PRIOR TO THE ERECTION OF THE TRUSSES. WIND SPEED = 140 MPHTYPE: ENCLOS DESIGN CRITERIA: ASCE 7-02 CATEGORY: II EXPOSURE: E ROOF LOADS FLOOR LC TCLL: 20.0 PSF TCLL: _ TCDL: 15.0 PSF TCDL: _ BCLL: 10.0 PSF BCLL: _ BCDL: 5.0 PSF BCDL: _ TOTAL: 50.0 PSF TOTAL: ALLOWABLE 1.25 ALLOWABLE INCREASE INCREASE — DEFLECTION 360/240 DEFLECTION _ DRAWN BY: W.CALHOUN CHECKED BY: DATE:01/23/06 DATE: REVISIONS: 1.) 2.) 3.) 4.) 5.) APPROVAL IS)NEEDED WEEKS PRIOR TO DELIVERY DATE YOUR SIGNATURE WILL ACKNOWLEI (1) AUTHORIZATION TO BEGIN FABRICATIOI (2) VERIFICATION OF DIMENSIONS PITCHES, HEEL HEIGHTS, OVERHANGS, ET (3) TRUSSES WILL BE BUILT IN STRICT ACCORDANCE WITH THIS LAYOUTI ❑ APPROVED ❑ APPROVED ASP SIGNED DATE DELIVERY DATE DELIVERY ADDRESS: TRUSS SC S 2900 INDUSTRIAL 33F 9 FT. PIERCE, FL. 3494E (772) 466 - 3388 SPANNING THE DISTANCE - WITH PEAK PERFORMAt MODEL # D1 JOB # 60014 CUSTOMER: DRAWDY BROTHERS PROJECT: BUILDING #3 PHASE III OWNER: ADDRESS: DRAWDY OFFICE PARK COUNTY: SAINT LUCIE