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HomeMy WebLinkAboutREVISION 6-26-07GENERAL NOTES: 1. CONSTRUCTION SHALL FOLLOW "FLORIDA BUILDING CODE" AS ADOPTED BY THE COUNTY AND AS APPLICABLE TO THE AREA IN WHICH THE BUILDING IS TO BE CONSTRUCTED WITH ALL APPLICABLE AMENDMENTS. 2. THE CONTRACTOR, SUBCONTRACTOR, SUPPLIER, ETC. SHALL VERIFY ALL DIMENSIONS, CONDITIONS AT THE JOBSITE, PLANS, SPECIFICATIONS, ETC. 3. ALL WRITTEN DIMENSIONS ON THESE DRAWINGS TAKE PRECEDENCE OVER SCALED DIMENSIONS. 4. STRUCTURAL FEATURES NOT DETAILED ON THESE PLANS WILL BE ADDRESSED BY THE ENGINEER AS CONSTRUCTION PROGRESSES. STRUCTURAL NOTES 1. DESIGN LOADS SHALL BE IN ACCORDANCE WITH F.B.C. CHAPTER 16 2. SO4L BEARING CAPACITY : 2500 PSF 3, ALL STRUCTURAL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS. 4, SLAB/ FOOTINGS TO BE CONCRETE WITH MINIMUM 2500 PSI COMPRESSIVE STRENGTH AT 28 DAYS. SEE PLANS FOR SIZE AND STEEL REQUIRMENTS. 5. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS : FOOTINGS : 3" BEAMS : 1 1/2" SUSPENDED SLABS: 1" 6, LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS GRADE 60 STEEL MIN. IN BEAMS & COLUMNS 7. ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. 8, SPLITTING OR CRACKING OF STRUCTURAL COMPONENTS DUE TO INSTALLATION OF HARDWARE IS NOT PERMITTED. 9. UNLESS OTHERWISE NOTED , THE INSTALLATION OF SPECIFIED HARDWARE SHALL CONFORM TO THE MANUFACTURERS INSTRUCTIONS AND STANDARD PRACTICE. 10. BEARING POINTS OF TRUSSES SHALL HAVE VERTICAL STUDS IN A NUMBER EQUAL TO THE NUMBER OF PLIES OF THE BEARING MEMBER WHEN THE BEARING MEMBER IS TWO OR MORE PLIES. 11. ROOF SHEATHING TO BE NAILED AS PER NAILING DIAGRAM, 12. UNLESS OTHERWISE NOTED FOR EXTERIOR WALLS, EXTERIOR PLYWOOD SHEATHING AND INTERIOR DRYWALL IS TO BE NAILED WITH 10d OR BETTER NAILS 6"o.c. EDGES AND 87o.c. IN FIELD, OR SCREWED WITH DRYWALL SCREWS 1.5" LONG AND 0.131 INCHES DIAMETER 13. FOR RIDGE VENT INSTALLATIONS BLOCK WITH 2 x 4 #2 HF OR BETTER BETWEEN TOP CHORDS OF TRUSSES ALONG THE EDGE OF THE PLYWD. DIRECTLY BELOW THE VENT. 14. IF ADDITIONAL STRAPS ARE REQUIRED, (4) 3/16" x 1 3/4" TAPCONS AND (7) 10d NAILS FOR EACH 1000# OF UPLIFT 15. BOND ALL MULTI. PLY 2 x BEAMS & HEADERS NTH 16d 6"c_c. Connector Schedule Truss ID Bearing Point Truss Uplift Connector ID Connector Uplift Fasteners Notes A 1800 (2) HETA20 (9%0 (9) 16d per strop °1L L�0 (1) 1905 U1lcdtcl Attic Vents Calculation Attic Area: 3843 s.f, / 150 = 25.6 s.f. required. Vents Provided: 6" x 16" = .5' x 1.33' = .67 sq. ft, Roof overhang: 354 lin. ft. / 8' = x 44 units Ventilation Provided: 29.5 sq. ft. Truss Bearing Hqths. 44'-TO" ra 11 ll'-2" 1 13'-0" Design No. U338 May 26, 2006 Nonbearing or Bearing Wall Rating - 1 HR. (See Item 2 and 2A) Finish Rating - One Layer of Wallboard - Min. 20 Min, Two Layers of Wallboard - Min. 59 Min Load Restricted for Canadian Applications - See Guile B_ UV7 1l'-4" HORIZONTAL SECTION 1. Wood Studs - Nom 2 by 3 or 2 by 4 in., flat wise, spaced 24 in. O.C. max, effectively firestopped. 2. Gypsum Board* - For Nonbearing Wall rating - One layer of 5/8 in. thick, 4 ft wide wallboard each side of studs. Wallboard or lath applied horizontally or vertically with vertical joints centered on studs, and nailed to studs and bearing plates 7 in. O.C. with 6d cement coated nails, 1-7/8 in. long, 0.0915 in. shank diam and 114 in. diam head. As an alternate, No. 6 bugle head drywall screws, 1-7/8 in. long, may be substituted for the 6d cement coated nails. U J Ig'-0" Y2" cdx plywood on one side of truss from bottom chordto roof deck for draft stopping Roof Framing Plan Scale: Y4 -1 -0" When used in widths other than 48 in., gypsum board to be installed horizontally. See Gypsum Board* (CKNX) category for names of Classified companies. 2A. Gypsum Board* - Same as Item 2. For Bearing Wall rating - Additional layer of 5/0 in. thick, 4 R wide wallboard each side of studs. Attached to studs over inner layer 8 in. O.C. max, with Bd cement coated nails, 2-3/8 in. long, 0.113 in. shank diem and 9/32 in. diam head. 2E. Gypsum Board* - Same as Item 2D. For Bearing Wall rating - Additional laver of 5/8 in. thick. 4 ft wide illboard each side of assembly. Attached to studs over inner layer 8 in. O.C. max with 1-718 in. long ype W tryaA u .ni .`i...41 .r...r.r.,.-i. " gypsum pwn AMERICAN ryocuM CC - T.,nes AGX_s AC-C: BPSA•MERICA INC - oreoYe Type r or pro Roc Type g BPS CANADA INC nrCDaa Tri.nY.. or Type r or Draaa- Type v 3. )pints and Nail Heads - Wallboard joints of outer layer covered with tape and joint compound. Nail heads of outer layer covered with joint -Intl. As an alternate n-m 3/32 in, veneer P!aster be so- _d t,. the ..rt.... surface of ri.....,.F:..d veneer b.,.,..b.,..'d 4. Batts and Blankets* - (Optional) - Max 1 in. thickness glass or mineral fiber batt insulation. So- Batts add Blarninot- /RTZ\ category far f C!--sif nd .. rides a Luc._, category L'v , r v .resr, ..v ..v Ya....e. 4A. Fiber, Sprayed* - As an alternate to Batts and Blankets (Item 4) - Spray applied cellulose material. The fiber is applied with water to completely fill the enclosed cavity in accordance with the application inctructmnE err lip.1 rnrit4. the product. Aom;nai dry dens; of 'i (1 IF/GF� l.Itarna4n � linati i ntl.,ad' The .._pp. .... ... n fiber Is applied with U.S. Greenfiber LLC T ' rr Type AD100 hot melt adhesive at a nominal ratio of one part adhesive to 6.6 parts fiber to completely fill the enclosed cavity in accordance with the application netru -tuns supplied .nrlph the product. Nemlral dry density nG ? C Ih/q� 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 theintent of the drawings or Specifications are 45'-2" to be made without obtaining prior written permission from the designer. Copywrit® c 2005 C SI- cz- 1, 00 . � Q� d G!'3 0 A �7 CD � J • fit � C/ ✓ . - CL> F-J L1") C/7 Cfl � U) Q_ cn I aL.> 00 U (` L L - j _ Q� DO Q) I � / M T Q-) O v L N c LU a. N-ii aN 0 =wiu. D-Z 0) ai s U C Z >>rCb u LE CPYW W �o -17T =moo aW> CD o J W: • e Ua � uO y50- C=71 O a: Z C==5 CIO w N SGANII 1r-4" By ® -� •- C) - -- 2B. Gypsum Board* - (As an alternate to Item 2, not shown) -For Nonbearing Wall rating -Any 5/8 in. ® g thick gypsum panels supplied by the Classified Companies listed below shown Gypsum Board* (CKNX) J category. Applied horizontally or vertically and attached to studs and bearing plates with 1.1/4 in. long Type �. eel -Ozrsc thread gyp°eum penal et,a{ ."icmvld spaced a max A n rC r"Ith 1 1m in f.e..- idbn of boa ".'l. rp...bo v rcV`. rr When used In widths other than 48 in., gypsum board to be installed horizontally. CANADIB.N GYPSUM„ COMPANY 7BLDG: =� UNITED STATES GYPSUM CO�-�- 1.� USG McXI v S A± E i v DATE: Gypsum Board* - Same as Item 25. For Bearing Wall rating - Additional layer of 5/8 in. thick, 4 ft date revisions wide wallboard each side of assembly. Attached to studs over inner layer 8 in. D.C.max with 1-7/8 in. long ELEC: Type 1PI coarse thread gypsum 3ne1 steel e _ gyp__... p_....... screws. DATE: CANADIAN GYPSUM COMPANY PLUMB: DATE: UNITED STATES GYPSUM CCMECH: USG MEXICO S A DE C V DATE: drawn J.J.H >n C.rr-,aae.a.a% Bauer`!* _ 'As an a ternate to item ? nor eb.a::rn) For fIcnbea: tnlsin retire 5118 n this: gypsum panels applied horizontally or vertically and attached to studs and bearing plates with 1 1/4 in. long Checked S, L. Type W coarse thread gypsum panel steel screws spaced a max 8 in. OC, with last screw 1 in. from edge of board „/hen used in %mIdths other than 18 In., 7,Y Uho board to !as installea ^ ntall„ date as noted AMERICANCYPSUMCO-T„nn,AGX- -r scale 12-9-05 job number 05-070 vug Alu splr•A Ieur - pnaoaa T„nn r n. p.aoac T.,nn X /r- - lY" e @oR rAuA,1`w Our _ore Gar, Tinr nr arepr.e T,.na v sheet . Y r,. ... U S GREENFIBER L L C - Cocoon2 Stabilized or Cocoon-FRM (Fire Rated Material) S-2 4B. Fiber, Sprayed* - As an alternate to Batts and Blankets (Item 4) and Item 4A - Spray applied cellWose insulation material. The fiber is applied with water to interior surfaces in accordance with the application instructions supplied with the product. Applied to completely fill the enclosed cavity. Minimum dry density of 4.3 pounds per cubic ft. WOOL CO INC - Cellulose Insulation exterior wall metegl anchor flange (4) Jay manufacturer with 1/411 x 311 tapcon to concrete, typ, (4) places condensing unit 411 2500# Coro, equipment pad extend min, 6" around all sides or unit Compressor Attachment Detail scale: 3/411 = V-011 1. ga metal namer 518 Type X drywall each ads, fasten with r Type S saews, Fac at Y m ID t( �( II mt 'pints & 12'oc along floor & ceili nn�ers end mtem�ea stu n e II Ir /- R, bait insLAabon 0 3 5/8' x 25 ga ggaaly. metal studs at 24'o.c 2 x 4 At Sole plate 6d to slab with ils 18'o.Gwood baseIff /'fjy!7'_1 foundation iant Soporafion Wall ne Hour Fire Rating (i jrfvs 3' vtr. I I I w sannafy system Typ. Plumbing Riser 18'-0" 27'-0" 25'-0" ka s� r 111 «<555 C, At o ra �& n I 0 A.G. a `a[TO] 9 F), �IS - (GL t__l 'v �� p M ,f o t,- .n,._. ,._...._.- - r7 - e .1 • • • • • • • a • • • • - -x1T �_ select pane{ .�� I �' EXIT ---� ne S -' �xl T — • I 'a _-. �, r1H Nt alea Iv I . . �i - ❑ ``FAA t : 3068 • ❑ P fo disc sc . 6 r` - If m � G ' m 8 W Ali �� f t I� R,A,e- � I R>� I lKl it i„ 30i1-4 • ❑ , t�NrEcoR � wnT> >_cool �R j\jj 3 WP•1EK COVUF 7- o jj r REV UNIT/'� 1 � UNIT 2 �° - � UNIT 3 12®3 f 1185 s�. Ff. sq _- � 2 � Q l I 9 3M. Fire Barrier CP 25WB+Caulk 0 Product Data TYI',4ThLL:'EfibTrATfoN o ` yssrFyTI{. li f li�'rZ t.�i. @UOLus7 t L VOID OR CAVITY MATERIALS CLLASSIFIED BY U DERM TERS �I , LABORATORIES, INC.® FOR USE % 0 '. thresh Old not t0 exceed 3/4" high typ. (6) places IN THROUGH -PENETRATION RRESTOP SYSTEMS(XHEZ} SEE CURRENT UL FIRE RESISTANCE DIRECTORY EXI —� T / FXiT �` I 58LBBaGg -XIT �— 3 ` 0 0 0© o 0 00 S ® l�o o • oo S-, o a oo a a 0 o D35 T_ D35 D35 i D35 D35 D35 I I 1 L u LC10� o i ( o o ' I I I I I I 1 I Q "2'-4" 6'-7" 2'- 1,- 0 Q 2'-4" 6'-7" 2'-4"1'- 4'-6" 4`-6" 1'- '2'-0"11'- 5'-6" 5'-6' 1'- '2'-0"1'- " 4'-6" 4'-6" 1- "_ "2'-4" 8'-10" 13'-0" 11'-4" 19'-0" 11'-4" 13'-0" 11'=2" 90'-0" 11 I Cbw F1D it scii fin ong4�--- 40 34 2ir r I I I I I I I I I I I I E M-1 MA N 3 #3/0 THW in 2" cond. elect. service 3 #3/0 #4 in 2"cond. o M 120//2424 0 1 $ 100 am Floor Plan Scale: Y4`1'-0" Area Tabulation Usable Office Space 3,573 Covered Entry Space 270 Total Buildable 3,843 p ELECTRICAL LEDGEND main brker. _ 0 RECESSED LIGHT NTH LENS *EXTERIOR & WET LOCATIONS #4 CU ground tied to SURFACE MOUNTED LIGHT FIXTURE building steel, CWP & driven ground rod -69- SWITCH CXIT tXIT I_I&HT WITH �3ATTFFKY bAG#C ur Electrical Riser TYP'IcAL TNjz,F-F-_ 174AaE��,-, _ LOCATION KW V W CB 1-2 Air Condition 3.0 240 3#6 40.2 sg 3-4 Water Heater (op+jonaJ) 4.0 240 �3#10 20.2 5 GFI Outlets 0.5 120 �412 20.1 6 Gen. Lights 1.8 120 it#12 20.1 7 Gen. Lights 1.8 120 13#12 20.1 8 Recepticals 1.8 120 i#10 20.1 9 Recepticals 1.8 120 i3#10 20.1 10 S V2QP-F_ ins 1.0 120 I; #10 20.1 Rio DATE: ELEC: DATE: DA Product Approval Product Design Pressures Manufacture Model Number Method of Attachment Roofing: Entegro Estate (2) 10d Ring Shank Nails Swing Doors: +/— 55.0 Therm Tru Fiber—Classic77#8 x 2 PFH wood screws a. vert. jamb, 6" from top & 76.9"c.c., (2) at header ill 4" from outside corners Smooth—Startm. Windows: +/— 45.0 Norandex Series 437 (1) 3/16" tapcon 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. First 10 KVA @ JOG%= 10 K4 Remaining 5.7 KVA @ 40%= 2.20 Calculated Load for Service Sii2e 12.28 KVI, = 12,280 AMPS 12,280 VA/240 Volts = 51.16 AMPS UNTY These Drawings and Specification as instruments of service are on shall remain the property of th Designer. They are not to be use on other projects or extensions < this project except by written agreemer with the designer. No desig changes which alter the intent < the drawings or Specifications or to be made without obtaining pri< written permission from the designs Copywrito c 2005 (/ - cll o d C!7 ® �' a L- �J V Cf Cf N U J s C s �% C-) cri LC') c9 N -a-- C.rO � — S> QL) T M W I` ®1 Q Q _CD x �. e ' V) c O Wrn. i f1 1 L;Z MLL m�Zdd �0W` v =RSO Z cs W X W X'< = > tc OC cd o . � L1_ C/-:) r= V C/D C> date I revisions drawn J.J.l- checked S.L date as notec scale 12-9-0� iob number 05-07C sheet exterior wall metal anchor flange (4) by manufacturer with 1/411 x 3" tapcon / to concrete, typ. !`+l / places condensing unit 411 2500# conc. equipment pad extend min, 611 around all sides Of unit Compressor Attachment Detail scale: 3/411 = 11-011 U .Q 0 2 `roof deck -20 ga metal rumer 5/8' Type X drywall each side, fasten with f, Type 8 screws, 8'oc. at ved joints & 12'oc. along -floor & CItTrg rUnnera eat intemmd tUde Rif haft insulation 3 5/8' x 25 ga ggaaw. metal state at 24-ov. 2 x 4 pt sole plate Mastered to slab with coil mile 18'oa twical foundation Teriant Sep ration Weil Dt tnil One Hour Fire Rating .- to 6at8tary system TXp, Plumbing Riser 97,-n„ 25'-0" on'_n" F len00 PP - r IrLmo*r iOG1- rn% TTf" �r/t., �= ti • �t _ -F l Vin in 5 T , rI��W�!_ _.n f� t✓XIT �— 3 —I ---- o Ic o ® o z _ RI a o Q 'A �_ Irl D� - elect anti \ IT p - 1-_ 1IV Fount eV{ n ��I m)ztn - - .,, \ XIlecthe �� Nl � DUf dUi7ill _T Tj = I i 5 w = r !f art; i I +irk, '10 5!0 7� J i oI i' I 3068 ------------ C6 °A f d l 11 n 9B - I �1 70 1 < Q R 00 UNIT; 1 1* UNIT 2 � UNIT 3 EV W 1203 scr. -F-I-. I t 85 sq. -P*- / LZY I it id I t J/J THESE P © ©' ARE 1 REQUIR MAY COMP L f?i tt p threshold not to exceed 3/4" high typ. (6) places © o as a a oa o0 0 01 0l� _ - o0 o twit Itellim o D35 D35 D35 D35 D35 D35 110 m! L10001E I 110 I I QN Q Q1 F__ OT 2'-4" 1'- " 2'-4" 6'-7" 2'-4" 1"- '2'-4" 6'-7" 2'-4" 1'- 4'-6" 4'-6" 1'- "- '2`-0"1'- 5'-6" 5'-6" 1'- 2t-V- - " 4'-6" 4'-6" 1'- - "2'-4" 8'-10„ 13'-01, 1 i'-4" 19'-0" 11'-4" 13,-0" 11'-2" 90'-0" CW Ploor O06 1111cofteRNM .W. yr. . t� fin ckg 41- - i 4aA$t r 2T� - OLW �I N li ftW TOMS Roos► DNW acme: yr • ra 3 #3/0 THW in 2" cond. elect. service 3 #3/0 #4 in 2"cond. o „ M 120/2424 0 1 $ 100 amp Floor Plan Scale: Y4"=1'-0" Area Tabulation Usable Office Space 3,573 Covered Entry Space 270 Total Buildable 3,843 main brker. ELECTRICAL LEDGEND `­\ RECESSED LIGHT WITH LENS *EXTERIOR & WET LOCATIONS #4 CU ground tied to -i3- SURFACE MOUNTED LIGHT FIXTURE building steel, CWP & driven ground rod iPr SWITCH 117 EXIT I r--X(T 0c-HT WITH 13ATT6RY 15,ACfC Up Electrical Riser TYI'IGAL TNKr-EF-t r AG>=.s 1-2 Air Condition 3.0 240 �#6 40.2 3-4 water Heater (opfrongh4.0 240 3#10 20.2 5 GFI Outlets 0.5 120 ;P#12 20.1 6 Gen. Lights 1.8 120 Ii#12 20.1 7 Gen. Lights 1.8 120 i3#12 20.1 8 Receptical,s 1.8 120 10#10 20.1 9 Recepticals 1.8 120#10 20.1 10 6 t0aftlr 1.0 120 0#10 20.1 Product Approval Product Design Pressures Manufacture 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 FH 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"c.c. max. (4) sides Hurricane Shutters: +/- 47.0 Town & Country .040 Alum. 1/4" x 1 1/4" tapcon 24"c.c. First 10 KVA @ :100%= 10 KVA�, Remaining 5.7 KV,� @ 40%= 2.20 Calculated Load for Service SiiZe 12.28 KV� = 12,280 AMPS 12,280 VA/240 vo:li'ts = 51.16 MPS ST. LUC COUNTY NTY PLAN REVIEW/ BLDG: DATE: '� v ELEC DATE: PLUMB: DATE: o MECH: DATE: These Drawings and Specifications as instruments of service are and shop 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. CopywritQ c 2005 rr� �- Q .( �7 ) s � � Q C J 0 4, LC) c�/7 LE LC) � � _cJ Q.> 00 a..�r X +- EE %NS AND ALL PROPOSED WORK )JECT TO ANY CORRECT}O D BY FIELD INSPEC T'a. N E NE( R.T LL NITH ALL APPUbf ! yy �l �wEL- 3 V Y Z d aJN W W d n= R o C ! �7 co� CM /off CT) —_- Q) � U � —� date revisions drawn J.J.H checked S.L. date as noted scale 12-9-05 job number 05-070 a sheet a-� metal anchor flange (4) by manufacturer exterior wall ///��� with 1/411 x 3° topcon / to concrete, typ(4) / places ndenaing unit 4" 2500# conc, equipment pad extend min, 6" around all sides of unit Compressor Attachment Detail scale: 3/411 = V-Oil ga metal nmrrer 5/8' Type X drywall each skis, fasten with f Type S screws, 81aa at Y vert joints &12'ac. slow floor2 &. runrlers and sNgg Itemledms ,0oA16 Rif bait insrlation 3 5/8' x 25 ga. gals. metal studs at 2 'oa x 4 Rt sole plate wood foundation Tsmarlt S Ve pue r"atlorl �/ One Hour Fire Rating (GA File No. a'-n" 97'-0„ 25,-0„ m,-a„ m u AG �i N y A m G. Go pL �1e%Y o 7L t111r%Y o ppi me, �cY' M M M17-1 o Q o IM -1ml 110 IIEIt _ Ex1T �_ __. ., elect. FAVie i 1911 lw0 0 0 EXIT �- ;- ------- - TxIT _ elect pan-cl 5� �FM 50 NtIlkL! j�...(�( I�Y306806=" Riw. sC} ---- - - AI o Q o 8" 0 3 0 1 t+i UNIT 1 F UNIT 2 -- UNIT 3 I l85 s�. 1203 scl, -F+. - 1185 sq. f . LI z o O o g D p O L•7 threshold not to exceed 3/4" high typ. (6) places - N, EXIT o 0 00 0 > XiT i— •o EXIT �— © - o0 o a a D35 D35 D35 , D35 D35 D35 1 U 0 I mo� I VO + V I ----- - - - - - - - - - - 8'-10" 2,-4" 1'- " 4> 6„ 4,_6„ 1. „ 2'-4" 6'-7" 2'-4" 1'- '2'-0"1'- 5'-6" 5'-6" 1'- 2'-0"1'- ' 2'-4" 6'-7" 2'-4" 1'- - 4'-6" 4'-6> 1> - " 2'-4" 81_ ,. IV-2" 13'-0" 11'-4,> 19'-0" 1V-4" 13'-0" 11'-2" . 90'-0" 110 3'-s' 0W PIM wqpa RAM• 8.ala: Vr . to aw TV" Taut Fbam Debb ama Vz . t-W 3 #3/0 THW in 2" cond. elect. service 3 #3/0 #4 in 2"cond. „ M 120/24240 1 $ 100 amp Floor Plan Scale: Y4"=1'-0" Area Tabulation Usable Office Space 3,573 Covered Entry Space 270 Total Buildable 3,843 main brker. ELECTRICAL LEDGEND L1 RECESSED LIGHT WITH LENS *EXTERIOR & WET LOCATIONS #4 CU ground tied to SURFACE MOUNTED LIGHT FIXTURE building steel, CWP & driven ground rod iff S\MTCH 117 EXIT EXIT LIGHT WITH IMTTMY 15AGIC UF' Electrical Riser - TYpICAL THJkr--V- r4,AG4✓1S LOCATION KW V W g 1-2 Air Condition 3.0 3-4Wa Heater(op+10nat)4.0 5 GFI Outl 0 6 Gen. Lights .E 7 Gen. Ligh 1.E 8 Rece call 1.F 9 cepticals 1.1 10 Ceiling Fans 1.6 120 120 120 i� 120 120 40.2 20.2 20.1 20.1 20.1 20.1 20.1 20.1 THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS a REQUIRED BY FIELD INSPECTORS THAT' MAY BE NECESSARY IN ORDER TO, k COMPLY WITH ALL APPLICABLE. CODES, Product Approval Product Design Pressures Manufacture Made) Number Method of Attachment Roofing: Entegra Estate (2) 10d Ring Shank Nails Swing Doors: +/- 55.0 Therm Tru Fiber -Classic #8 x 2 PFH wood screws at ea. vert. jamb, 6" from top & btm. & 16.9"c.c.., (2) at header & silt 4" from outside corners Smooth -Star windows: +/- 45.0 Norandex Series 4" (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. First 10 KVA @ Lp0$4010 KVAl Remaining5.7 KVAi 6 Calculated Load for Service Size 12.28 KV = 12,280 AMPS 12,280 VA/240 Voalts = 51.16 TAMPS 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. Copywrito c 2005 C/-) -�t- 00 _ �� O—J LL C!3 .® o C/O Lc-) C� cn Lf I 00 __J �— L— Q) Q J 8) / V as d Lu o. = a 00 tjZMl�l m=Z4) rn 2 53 E L LC o d 50 USRza� Ntj7�lil _ un U.ti date revisions I o 12 �O y A44Z Ke,�Yotgn I25dd keno -.5&'� ^, drawn J.J.H checked S.L. date as noted scale 12-9-05 job number 05-070 sheet -aw Roof Plan Scale: YR"=1'-0" d -8" •.• 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. 9,_0" Lup or oeum 2x4AT 24"c.c. GALV. DRIP EDGE ON 1 x 4 CEDAR ON y. 1 x. 6 CEDAR ON 2 x 10 CEDAR FASCIA ALL ZONES USE 10d GALV. OR EQUAL, 4'c.c. AT EDGES & 6'c.c. IN FIELD Roof Nailin Scale: 3/4"=1'—O" 90 DEGREE HOOKS OVFRI AP 9S" MIN. Diaaram POURED CELLS WITH (1) #5 BAR CONTINUOUS FROM BEAM TO FOOTING Step Beam Detail Scale: 3/4"=1'—D" Entry Detail @ Center Scale: 3/4"=1'—O" OW. 11'-8" SEE CONNECTOR SCHEDULE — 2x4P.T. CON T: -\ HIGH RIBBED LATH WITH 6" x 16" LOUVER VENTS AT 96"c.c. MAX. SEE VENTING CALC. FOR REO'D. QUANTITY 5/8" TWO COAT STUCCO FINISH t.a.b. 0 MWE EXF. JOINT GRADE CLEAN, COMPACTED, & TREATED FILL DIRT 0 n 2'-0" CENTERED I 2i��yl�� IP 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 r'T ru rrl rn 16 a6, K-�.z ��► rnsut. L .p ✓�1°a"rYPV 8" x 16" CONC. BLOCK —WITH #5 VERT. DOWEL IN CONC. FILLED CELLS AS PER PLAN. -,4'29=*k1'1BEKMIX CONO. OV61R.60IG VAPOR 15 AR16i2 ON CLEAN,COMPACTEDj r 7RTP. FILL:-.\ )—� F1 Typical Wall Section Scale: 3/4"-1'-0" 4'1 l'-4" En tr Scale: a CN 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. Copywrit<) c 2005 Q cf-) -- C >_ Q� � :I- . �� 0 CrN a J ` I--- i L7 _CD Lf7 C!7 CDcry N � — co cO ' �= C.1) I Cu 00 O .v `�— O Q� � U a � V L d WMa c a VZt`MLL m=Zdm cc d Lu E L- O C9® OV U =YZ m � W W 4) U3 cc 2 Cc I0 Z H 14. C 12cD ' REVISION o FPYC/a _ ILE _ J -- 4J 00 stucco bands float finish i— 77-75 THESE PLA S AND ALL PROPOSED WORK �o cap &bows ARE SUBJECT TO ANY CORRECTIONS .N style by owner "Inc BY FIELD INSPECTORSTHAL; REQ MAY B NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES;; 4'- 6" Detail @ Ends 4"=1'—O" date revisions Ia/12Jo� g It1yul�a�la drawn J.J.H checked S.L. date as noted scale 12-9-05 iob number 05-070 sheet A-2 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. Copywrit<) c 2005 — --- - 9'-0' t. 0.b. J 0.00' f. f. Front Elevation Scale: Y4"—V-0" e VJ 0 U J Cn 0 CS3 N • �s 00 V 's— c-5 d L 01 d LU Go N ciZCOS LLL m Z G1 N ty0 N W E UU� =Yz m L •C N W U- F = ]wom� Right Elevation Left Elevation Scale: Y4"=1'-0" Scale: Y4"= 1'-0" FILE COPY -- C/-:) o .. THESE PLANS AND ALL PROPOSED WORK O ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAYBE NECESSARY IN ORDER TO'141C� COMPLY WITH ALL APPLICABLE CODES,; ® ° REVISION. o� -----------------------------___________________________ date revisions X +36.0 +36:0 +36.0 drawn J.J.H 38.0 38.0 38.0 checked S.L. date as noted / // scale 12-9-05 job number 05-070 sheet Rear Elevation Scale: Y4"=1'-0" A-3 I co I i� 00 I m to co I ro 0 d' Front En tr Scale: 3X"=1'-0" t.o. beam ® +12,:-8" 1 � I bottom of arch 0 + to. column 0 + column 0 + Section #5 vert. in column to hook into footing #5 rebar in tie beam, tie to vert. steel (2)#5 rebar 45' bends 60" long tie to horizontal & vert. steel Center Entry Tower Scale: 3/4"=1'-0" 3'-10" 3'-101, 4'-0" 4'-1" I I L to, beam ® +11'-8' 6 bottom of arch ® +7'-0" umn 0 +6'-4' #5 rebar in tie beam, tie to vert. steel #5 vert. in f column to hook into footing (2)#5 rebar 45' bends 60" long tie to horizontal & vert. steel End Entry Tower Scale: 3/4"=1''—O" go,—O" 4'-0" 4'-0" S-6" 3'-6" 4'-01 4'-0" 4'-1" Foundation Scale: Y4' =1'-0" 4" 2500# cone. pad., 44" square t..yp. (3) places 4'-0" 4'-0" 4'-11" 4'-0" . e 4'-0" 4>-1" 0 a� O Nl 19k 0.0' 4'-0" _ 3'-0" _ 3'=8" 39011 4,-4„ FILE COPY Footina Schedule Fq 24" x 12" FOOTING i WITH (2) #5 REBAR CONT. 14" x 16" MONO. FTNG. WITH (2) #5 REBAR CONT. Z 24" x 48" x 16" PAD F3 FTNG. WITH #5 REBAR 6"c.c. EACH WAY S 0 R EV. 11 1 N THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS f REQUIRED BY FIELD INSPECTORS THAT' MAY BE NECESSARY IN ORDER TO All COMPLY WITH ALL APPLICABLE CODES.". 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 thls project except by written agreement with the designer. No design changes which alter the intent of the drawings or Specifications ore to be made without obtaining prior written permission from the designer. Copywrito c 2005 %1 cn :�- CL)If Cn J c). C� +l i C—� r0 C9 • "i Q • U) C/,) I Q� Q _ L— CV di `+— L Q.� � v V J O d L d 4M W — p. a 00 C> Z M LLL m �Z d m" N L = L W I= M 0 q� ._ m0 =U U EYZ m W U a� LO 2 IL- W n I � � C10 7 Li C0 � � U m date revisions (t 25�.6 a�d slab drawn J.J.H checked S.L. date as noted scale 12-9-05 jab number 05-070 sheet S-1 GENERAL NOTES: 1. CONSTRUCTION SHALL FOLLOW "FLORIDA BUILDING CODE" AS ADOPTED BY THE COUNTY AND AS APPLICABLE TO THE AREA IN WHICH THE BUILDING IS TO BE CONSTRUCTED WITH ALL APPLICABLE AMENDMENTS. 2. THE CONTRACTOR, SUBCONTRACTOR, SUPPLIER, ETC. SHALL VERIFY ALL DIMENSIONS, CONDITIONS AT THE JOBSITE, PLANS, SPECIFICATIONS, ETC. 3. ALL WRITTEN DIMENSIONS ON THESE DRAWINGS TAKE PRECEDENCE OVER SCALED DIMENSIONS. 4. STRUCTURAL FEATURES NOT DETAILED ON THESE PLANS WILL BE ADDRESSED BY THE ENGINEER AS CONSTRUCTION PROGRESSES. STRUCTURAL NOTES 1. DESIGN LOADS SHALL BE IN ACCORDANCE WITH F.B.C. CHAPTER 16 2. SOIL BEARING CAPACITY r 2500 PSF 3. ALL STRUCTURAL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS. 4, SLAB/ FOOTINGS TO BE CONCRETE WITH MINIMUM2500 PSI COMPRESSIVE STRENGTH AT 28 DAYS. SEE PLANS FOR SIZE AND STEEL REQUIRMENTS, 5. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS : FOOTINGS : 3" BEAMS : 1 1/2" SUSPENDED SLABS: 1" 6. LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS GRADE 60 STEEL MIN. IN BEAMS & COLUMNS 7. ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. 8, SPLITTING OR CRACKING OF STRUCTURAL COMPONENTS DUE TO INSTALLATION OF HARDWARE IS NOT PERMITTED. 9, UNLESS OTHERWISE NOTED , THE INSTALLATION OF SPECIFIED HARDWARE SHALL CONFORM TO THE MANUFACTURERS INSTRUCTIONS AND STANDARD PRACTICE, 10. BEARING POINTS OF TRUSSES SHALL HAVE VERTICAL STUDS IN A NUMBER EQUAL TO THE NUMBER OF PLIES OF THE BEARING MEMBER WHEN THE BEARING MEMBER IS TWO OR MORE PLIES. 11. ROOF SHEATHING TO BE NAILED AS PER NAILING DIAGRAM. 12, UNLESS OTHERWISE NOTED FOR EXTERIOR WALLS, EXTERIOR PLYWOOD SHEATHING AND INTERIOR DRYWALL IS TO BE NAILED WITH 10d OR BETTER NAILS 6"o.c. EDGES AND 8"o.c. IN FIELD, OR SCREWED WITH DRYWALL SCREWS 1.5" LONG AND 0131 INCHES DIAMETER 13. FOR RIDGE VENT INSTALLATIONS BLOCK WITH 2 x 4 #2 HF OR BETTER BETWEEN TOP CHORDS OF TRUSSES ALONG THE EDGE OF THE PLYWD. DIRECTLY BELOW THE VENT. 14. IF ADDITIONAL STRAPS ARE REQUIRED, (4) 3/16" x 1 3/4" TAPCONS AND (7) 10d NAILS FOR EACH 1000# OF UPLIFT 15. BOND ALL MULTI. PLY 2 x BEAMS & HEADERS MATH 16d 6"c,c. Connector Schedule Truss ID Bearing Point Truss Uplift Connector ID Connector Uplift Fasteners Notes A 1800 (2) HETA20 *6620 (9) 16d per strap ALL <�bvo (11NE'tA ]SOS (1�1�dxl�i Attic Vents Calculation Attic Area: 3843 s.f. / 150 = 25.6 s.f. required. Vents Provided: 6" x 16" = .5' x 1,33' = .67 sq. ft. Roof Overhang: 354 lin. ft. / 8' = x 44 units Ventilation Provided: 29.5 sq. ft, Truss Bearing Hgths, Tt'-8' 1I:— 8° 44'-10" 45'-2" Y2" cdx plywood on one side of truss from bottom chord to roof deck for draft stopping A I A I I I I I I I d u a I N C I N I .2. -o o — L -o � l c I c ( d � I a I I i I Do . I' I � Z I 0,0 I I I I I i I 1' I I I A A O I o L-M 1Z CONCEALED FAI-TENER9 OR ATTACHMENTS cl) —LL ARE THE RESPONBIBILI Y OF THE CONTRACTOR OF RE CORD 11'-2" 13'-0" 1 V-4" 19'-0" Roof Framing Plan ..copy Scale: Y4"=1'-0" THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS s REQUIRED BY FIELD INSPECTORS THAT' i�'.MAY BE NECESSARY IN ORDER TOI COMPLY WITH ALCAP, ICABLE CODES:. These Drawings and Specifications as instruments of service are and sholi 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. CopywritQ c 2005 Q --I- = 0 Z � `<..e° 7-51 �l CD G1� LC) Cn c0 CV ld 1 O LC-) d✓ 0 <� C3 n � V/ (a-) V 1 O N a� N UJ T. 'a Ia Q. N O w mCZa'"iai s 2� E L O 0 d0 =U s Rz m w w > d Q I-- 2 LL r� t �O O �r W; 1 C.A�D,--� LZ_ 60 drawn J.J.H checked S.L. date as noted scale 12-9-05 iob number 05-070 sheet 0 0 N 1 LU fz MIDWAY ROAD w w 0 CHURCH OF CHRIST a a g DRIVEWAYS a _3 �3 w w w_ w w L' 0Uj o 0 MIDWAY I� MIDWAY ROAD Y 172' 171' 133' 26'I 146' 23I. 142' t1,486' ' In U) Of N DRAWDY OFFICE PARk a z 0 h BENCHMARK TOP 1/2" IR&C STAMPED LB 4286 TRAV ELEV = 15.86 N.G.V.D, OF 1929 BENCHMARK TOP 1/2" IR&C STAMPED LB 4286 TRAV ELEV = 15.62 N.G.V.D, OF 1929 DRIVEWAY LOCATIIO'N MAP 1"=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 ACTIONS 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 11) GENERAL NOTS PHASE II 1. PROJECT NAME: Drawdy Office Park Phase II 13. FUTURE LAND USE: Commercial (COM) 2. LOCATION: South side of Midway Road, approx. 14. SITE COVERAGE 1320 feet west of South 25th Steet Phase I Phase I Phase I Phase II Phase II Phase II Phase III Phase III Phase III 3, OWNER: Phillip M. Drawdy, Troy W. Drawdy Acreage Sq. Footage Percentage Acreage Sq. Footage Percentage Acreage Sq. Footage Percentage Tax I.D. No. 3405-421-0001-000-2 Building 0.13 AC. 5,743.0 SF 2.80% 0.23 AC. 10,172.7 SF 4.97% 0.51 AC. 22,C'50.0 SF 1216 Bell Avenue Parkin Sidewalk 10.77% Fort Pierce, FL 34982 9/ 0.40 AC. 17,385.0 SF 8.50% 0.77 AC 33,452.0 SF 16.33% 1.17 AC. 51,187.0 SF 24.99% Contact: Phil or Troy Drawdy Total Impervious 0.54 AC. 23,478.0 SF 11.47% 1.00 AC. 43,624.7 SF 21.30% 1.68 AC. 73,237.0 SF 35.767 4. ENGINEER/SURVEYOR: Culpepper & Terpening, Inc. 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 2980 South 25th Street 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,E:12.0 SF 100.00% Fort Pierce, FL 34981 Contact: David L Phillips, P.E. 15. PARKING: • Office (22,050sf 0 5 spaces/1,000sf) - 111 Spaces Required 5. LANDSCAPE ARCHITECT: Lisa R. Nelson, R.L.A. PHASE I PHASE II PHASE III (TOTAL) 5104 Oleander Blvd. • Standard Spaces Provided 10 spaces 22 spaces 105 spaces Ft. Pierce, FL 34982 • Handicapped Spaces Required 5 spaces Office: 772-464-2100 + Handicapped Spaces Provided 1 spaces 2 spaces 6 spaces Fax: 772-465-2790 Total Spaces Provided 11 spaces 24 spaces 111 spaces 6. TYPE OF PROJECT: Contractors' Building Offices 16. DEVELOPMENT SCHEDULE: 7. GROSS PROJECT SIZE: 204,812 Square Feet, 4.70 Acres Construction to begin: May 1, 2003 8. BUILDING SIZE: 5.743 Sq. Ft (PHASE 1) 16,307 Sq. Ft, (PHASE I Construction to be completed: Sept. 1, 2003 Total: 22,050 Sq. Ft. 17. UTILITY SERVICE: 9. EXISTING LAND USE: Office Bldg. 10. EXISTING ZONING: Commercial Office (CO) Water Service: City of Port St. Lucie Utility Systems Dept. il. FLOOD ZONE: Zone X (per F.E.M.A. Map #12111cO280-F) Sewage Treatment: City of Port St. Lucie Utility Systems Dept I 12. LEGAL DESCRIPTION: A Parcel of land lying In Section 5, Township 3 18. SITE DRAINAGE: South, Range 40 East, St. Lucie County, Florida he The on -site stormwater management system will consist of a w• East 1/2 of the Southeast 1/4 of Section 5, series of inlets, culverts, and swoles. An existing on -site dry 40' Township 36 South, Range 40 East, St. Lucie detention area will provide water quality r' p q y (pre-treatment for the County, Florida less Midway Road right-of-way. first 1/2" of run-off) and provides compensating storage. Discharge from the site will be towards the existing swale along Said parcel contains 4.70 acres, more or less. the north boundary of the site, PHASE II I ; CONSTRUCT ZONE: AR-1 PHASSE 111 2" WATER SERVICECON; LAND USE: COM 2' WATER SERVICE 2 SERVIC'E TAP PHASE II 11" METER CONST 2" IN-UNE VALVE N00'09'05"W 622.10' h 2" PLUG TO ALLOW FOR i ; .__ _ _ PHASE_11I _CONNED ON.._ ------ ------ } -q- ---- ---------- ------------------------------ -- ---------- -I ' I 1 ---------------- I� e Ate` 1� PHASE II - - ----- I T / /'T i - PHASE III / : P PHASE 11 PHASE III R SERVICE -,50,6z',' / 5•• ,.?, BUILDING#2 coNsr. BUILDING 3 ,� VIA ,, r,. " `. CONSTRUCT 2' "' � L' 1 ' ' ##+ 1T BENCHMARK " %I 4 150.0 S.F. 1" WATER 4 150.0 S'.F. �+ '��'"' i ' \�`. g- SERVICE 1 "Pn - .n I ; , TOP 1/2" IR1cC - 'i F.F.E.=18.50 1 !A �•+ s,PIMIMT Lf'-'4' EXISTING I / '' PHASE III v 5' n F.F.E.=18.50 N g,!" i STAMPED LB 4286 TRAV I-' _' '/,�/a 6 PHASE II CONST. 25' OF 6' d' . r �•" PHASE III , ' ' ELEV = 15.33 ' I DRY DETENTION t j IPHQ E I -� / //,,'I 1' coNST. 1z'x3o' SAN. SERVICE O 1.oX PHASE III " '''°_' �pHASE III CONSTRUCT I N.G.V.D. OF 1E29 I I (; P LOADING ZONE CLEAN -OUT CONST. 58 OF 6" Try y rr;a" " 2" WATER SERVICE AREA BUiL-DtN-� 1 CONSTRUCT z / ^ 4Z 00' CLEAN -OUT SAN. SERVICE 0 1.0, I / •' j / oo' A WATER SERVICE 2" SERVICE TAP „ %I 1}" RPZ ,rj ' / ',d- r-..'=I �1 PHPoSE II SD-5 PLUG EEMSHASE T ASE d CONST. 2' PHASE F PROP. urwTY EASEUENr 13" METER ' I i ; ST_ LUCIEC F. E.=18.5C i CONST. TYPE C" INLET z. L.P.M.pasT g pc IN a,Fxx�ATN PTO INCLUDE GRAVITY SEWER, PHASE III flT ;1t I I r� -� Y Fu & GRINDER STATION DUMPSTER PAD ; ; ; I REVIEWED FOR COMPLIANCE L'= �1 I ,, I _lti, A , ,,� ,.... SUBIECTTO FIELD IN (TYP.) SEE DETAIL T i i i SEE ATTACH V T / I PHASE I 0' 12 12' 12' REVIEWED: CONST. 8 0 �- 10 _ RS - - 11 h N1 a I ` DATE: el I RS• . oil N I 1 iv • + LOCATION MAP I f NORTH 'OI'ij 1t, Ii `i i , ,\/.�I/ijiI1Ti I. , I ti ` i �i,I1 i , �`` 1 iI1 ii In1iIi1i"i1iiI"ini"nniI"iI1IliIii1iiIiiiI`iiI"'Il1li1i'i1iiI'i1iIl1i Ii 1,i, ii, ,• 1It1I 1 1i ,i i', ` ',�t, I' 1I ' , I,,I j1 , `.`',' /',' `,,�, /`' i�-S� �1,` , ,'�/ li I .-_ I1IiiIII �.Ny,-. �III1II11,iII1 �rrI -j,. '_.. -, •F,. 'II �a- IIrII ._O=5-__ I -_ - t TrI. _/•II_aR;I;II1 FI 1_, ='/, . "`-Ii'p•:i': I ---'iII <N ILi II - \- \- ^'__:I\1 ' -//+L,1 't i\ i' 1\,/ I- ` Y i/ \/" -'� _1 -I\`rRh'� ^ �/R\/-S-\• -1R _'"ro_M_+ r•i r:n •- OwW- ��r'•v, 0r.00•26mr-X.-� --r"-1r 0, ty - �II ::.-.\.,, ♦\ � O .-��-\\,,Q ___ 5--. l "_` f_,.w_,_•_-- •Z _ 50 u -_ - --_ '��EXISTING 10' --_ -'_ PHA II ✓ISE II - UP.�E18" CPX CLEAN-OUTP HASE SAN) ARY MANHOLE PROPOSED 230d - 3PHWPLUG -�I�aS CONST. UNDERGROUND ELECTRICSANSERVICE 137.59' 07' PHASE II PH -10' 10 SE IT CONST, 215' OF 6" 24' PHAS II • PHASE REROUTE 2" LPM iI ,` rar1 \ p i1Iii VIIIi�I I i iI,III, 1Y1I I I,I IIp I 1' II1 f iIII'iI, EXIST. FIRE SAN. SERVICE ®1.0% CON$T. HYDRANT &REMOVE EXIST. 15" CAP 6 PHAF III PHASEI R, I A - - - - - - - - - - - - I ------ %,GRINDER STATION AFTER :.. SYSTEM HAS BEEN EXISTING L O EXIST. PAVEMENT CERTIFIED COMPLETE BUILDING r-1 0D 5,743 S.F. T7_P_1 EII12y07DL;Ni 1 6.75'NIDE,'OF PHASEST.F.F.E.= 18.50 © SAN0X PHAF II i_rEXIST. DRAINAGE P�AS D SAWCUT & REMVE CONST. TYPE "C' INLET i it PLUG- - - - - - - - - - --, ICONCRETE ®NEARST �4 INFRASTRUCTURE EXPANSION JNT PHASE II-HAIPHASE &REMOVE p CONST. 82OF 6H 900'O4 R II 87.94' Is IIrlr-r--11 p�9E ® i4- m O ' $g�A2.5' 10' 12' 270r 10 0 CONSTRUCT 2' SERVIL RA TIn IN --- i -n rr•er yy z2.s' PHASE II e " - 1^ri wl TiRE STOPS � '" 'PHASE III O I in SIGN GRAPHIC SCALE ( IN FEET ) 1 inch = 30 fL STUCCO BARS W/10 12�" WIRE ,. ELEVATION `` `\` •' ``, `\` ``` I I ry I i N TYPICAL 5. CLEAN -OUT HDCP SIGN (TYPJ N i PHASE III �• -" r CONS METER N RUCT- L---I 9y/ II CONST. 6' 'Ile 11" IO1i i ; PHASE III ;, '• CONCRETE SIDELK '` 14' RPZ �V) 'n i 'a CONCRETE STOP WA \ 10'I' L6' BUILDING#4 a (TYPICAL) 4 f 11 7 1 i 7 4 PHASE III 1A. 3 577.3 F. 1r ,,, ..� ........, _. �.. ,,.., r- ..,^ - �, - -, . 2�_,- - - - - - F F.F.E.=18.50 �^ CONSTRUCT 2" ; i i - M `♦ ` `� ` ` \ -t F^i '?9 Fcs li,G Ta YR t-^T ' 4 °Ya >Y'l ,•.•• r-a, 1 K.; : . T'e Y;r re i :'..:: :. A r .. . r I I I I 12' `. ,, � , �` I I 1 .n �t ,•• r-r ,.,, , . w* .M ,., P.. ...- r• r- r+" ' WATER SERVICE PHASE III __._____CONST. _12x30 _ ____---____________;, I1 II II I1 I1 LOADING ZONE `•� `\ -. [ .. -'----------------- ` . " I I ewETt- r1 :T' _T �y 18 TO CERTIFY THAT THIS PLAN ''-- ------------ F--------------------------------- ---------------MEETS THE MINIMUM TECHNICAL REQUIREMENTS OF THE ST. LUCIE COUNTY.LAND DEVELOPMENT , --------------------------;is -------------------------------------------- EXIST. CONTROL CODE. THIS APPROVAL DOES NOT CONSTITUT9' - STRUCTURE CONSTRUCTION AUTHORIZATION UNTIL AL L�------ �r17 ------0"V--------` SUCH PROVISIONS OF THE PROJECT DEVELOP" N COMPLIED WITH AS I (U CEDAR GATES 0 13'-4`' IT I \_ 6" C.ONC. PAD I W/b" x6"x6" 10/10 GA. W.M. ON COMP. FILL 8" CONC. I BLOCK + I PLAN DE7 kOTES I. TOP PORTION OF FTP 25 & a SHALL HA'.E A REPLECTtVE SLUE I FTP 25 & 25 MAY BE FABk.CATED Cm BA"GROUND ld H 'MUTE RERECP.',E UYE PANEL OR TAD. SYMBOL AND BORDER. 2. BOTTOM PORTION SHALL HAVE A 4. FTP 25 IS FOR AREAS M. RE SPACE IS UVTED. RULECTIVE i HITE BACKGROJ IG wro &_AOK EPACUE LEGEND MID BORDER, •L 1 1/r M, -... 5' PARKING BY 1s DISABLED PERMIT \� I ONLY $250 FINE I S I'- T PA.RKiNG Y ,s e �e DISABLED 'i PERMIT I-'. ONLY t $250 FINE I I' MEN APPROVAL RAVE BEE 500'10'00"E 619.25' FURTHER- FTP 25 MENT OPP -p 7 �.,_ y . ` FTP 2s I I , rcna,T r------ -� CPEADMit TRATOR I DICAP DETAIL------------------------ ------------------ :DES I I .rb 5 I CNR SIDES I ARPRc)rAL DATE _ REAR I , ONE: RS-4 I ZNc. '- fAl� 2 8 2003 7, IL. LWD USE: COM I TECH.FLOR FLORIDA REG. LNO, 58732 P 2 �'a � ■'ter - - - COMPUTER FILE REF. FIELD BK./PG. 01-79BASE.DWG SP.las CONSULTING ENGINEERS LAND SURVEYORS C U L P E P P E R & 2980 SOUTH 25th STREET FORT PIERCE, FLORI_ 34981 TERPENING,INC. (772) 464-3537 State of Florida Board of Professional Engineers Authorization N 4286 -REVI SIGNS - BY DATE PER CLIENT RGM 8-22-02 REVISED BUILDING LAYOUT RGM 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 1 8/27/03 BY DATE DESIGNED OLP 2-11-02 CALLS. DRAWN CSM 2-12-02 DETAILED CHECKED DLP 10-08-02 APPROVED 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 Front En tr Scale: 3/4"=1'-0" iot.o. column ® + Section #5 vert. in column to hook into footing #5 rebar in tie beam, tie to vert. steel (2)#5 rebar 45' bend's 60" long tie to horizontal & vert. steel bottom of arch O +7'-0" �. t.o. column ® +6'-4" Center Entry Tower End En tr Scale: 3/4"=1'-0" Scale: 3/4"=1'-0" r oungauon Scale: Y4"=1'-0" 4" 2500# conc. pod, 44" square tVP (3) These Drawings and Specifications daces 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 4'—Q" 4'-114'-0" 4'-0" 4'-1� 4� -- —Q' 3'-0' 3'8" 3'-0' 4'-4' changes which alter the intent of -- the drawings or Specifications are to be made without obtaining prior written permission from the designer. Copywriter c 2005 ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TI`t COMPLY WITH ALL APPLICABLE CODE. 24" x 12" FOOTING WITH (2) #5 REBAR CONT. 14" x 16" MONO. FTNG. WITH (2) #5 REBAR CONT. 24" x 48" x 16" PAD FTNG. WITH #5 REBAR 6"c.c. EACH WAY S�L Cr) c--- i_ 00 00 C=77 J C— J M • V J n Q.> W � Lc') CJ-D — cD C V / I 0 U_ O N Q�) > TJ V / U O d L Cn d L4 a mGo <jZMLL m �LU Z m ai NL"=�" R ow 00000 UE'eZm 3 W CM W d W N eo R' W) 2�ti H 1f c� a ^ Q) O U ,4—; date I revisions #5 rebar in tie Q drawn J.J.H beam, tie to vert. BLDG:�G�_ checked S.L. steel DATE:/ / date as noted #5 vert. in ELEC: column to hook DATE:c� scale 12-9-05 into footing PLUMB: job number 05-070 DATE: (2)#5 rebar 45' bends 60" long MECH: tie to horizontal DATE: meet & vert. steel S-1 Tower GENERAL NOTES: 1. CONSTRUCTION SHALL FOLLOW "FLORIDA BUILDING CODE" AS ADOPTED BY THE COUNTY AND AS APPLICABLE TO THE AREA IN WHICH THE BUILDING IS TO BE CONSTRUCTED WITH ALL APPLICABLE AMENDMENTS. 2. THE CONTRACTOR, SUBCONTRACTOR, SUPPLIER, ETC. SHALL VERIFY ALL DIMENSIONS, CONDITIONS AT THE JOBSITE, PLANS, SPECIFICATIONS, ETC. 3. ALL WRITTEN DIMENSIONS ON THESE DRAWINGS TAKE PRECEDENCE OVER SCALED DIMENSIONS. 4. STRUCTURAL FEATURES NOT DETAILED ON THESE PLANS WILL BE ADDRESSED BY THE ENGINEER AS CONSTRUCTION PROGRESSES. STRUCTURAL NOTES 1. DESIGN LOADS SHALL BE IN ACCORDANCE WITH F.B.C. CHAPTER 16 2. SOIL BEARING CAPACITY : 2500 PSF 3. ALL STRUCTURAL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, 4. SLAB/ FOOTINGS TO BE CONCRETE WITH MINIMUM 2500 PSI COMPRESSIVE STRENGTH AT 28 DAYS. SEE PLANS FOR SIZE AND STEEL REQUIRMENTS. 5. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS : FOOTINGS : 3" BEAMS : 1 1/2" SUSPENDED SLABS: 1" 6. LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS GRADE 60 STEEL MIN. IN BEAMS & COLUMNS 7. ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. 8. SPLITTING OR CRACKING OF STRUCTURAL COMPONENTS DUE TO INSTALLATION OF HARDWARE IS NOT PERMITTED. 9. UNLESS OTHERWISE NOTED , THE INSTALLATION OF SPECIFIED HARDWARE SHALL CONFORM TO THE MANUFACTURERS INSTRUCTIONS AND STANDARD PRACTICE. 10. BEARING POINTS OF TRUSSES SHALL HAVE VERTICAL STUDS IN A NUMBER EQUAL TO THE NUMBER OF PLIES OF THE BEARING MEMBER WHEN THE BEARING MEMBER IS TWO OR MORE PLIES. 11. ROOF SHEATHING TO BE NAILED AS PER NAILING DIAGRAM. 12. UNLESS OTHERWISE NOTED FOR EXTERIOR WALLS, EXTERIOR PLYWOOD SHEATHING AND INTERIOR DRYWALL IS TO BE NAILED WITH 10d OR BETTER NAILS 6"o.c. EDGES AND 8"o.c, IN FIELD, OR SCREWED WITH DRYWALL SCREWS 1.5" LONG AND 0.131 INCHES DIAMETER 13. FOR RIDGE VENT INSTALLATIONS BLOCK WITH 2 x 4 #2 HF OR BETTER BETWEEN TOP CHORDS OF TRUSSES ALONG THE EDGE OF THE PLYWD. DIRECTLY BELOW THE VENT. 14. IF ADDITIONAL STRAPS ARE REQUIRED, (4) 3/16" x 1 3/4" TAPCONS AND (7) 10d NAILS FOR EACH 1000# OF UPLIFT 15. BOND ALL MULTI. PLY 2 x BEAMS & HEADERS WITH 16d 6"c.c. Connector Schedule Truss ID Bearing Point Truss Uplift Connector ID Connector Uplift Fasteners Notes A 1800 (2)'HETA20 '6620 (q) 16d per strap ALLT"Si 4Soo (11NEzA1A 1905 Ub�ladxl%i Attic Vents Calculation Attic Area: 3843 s.f. / 150 = 25.6 s.f. required. Vents Provided: 6" x 16" = .5' x 1.33' = .67 sq. ft, Roof Overhang: 354 lin. ft. / 8' = x 44 units Ventilation Provided: 29.5 sq. ft. 44'-10" 45' - 2" y2" cdx plywood on one side of truss from bottom chord to roof deck for draft stopping ( i I I I I ti I d I a I N w 0 N N 0 0 a I m I c I c I w m I a i I I I I I zil I I i I I I I Ni J 11 FN I I I I WE// , V/// K111 r//// ro, MEN \\\X\\N os o = ° V I IL _L1 _(1 ° 13'-0" 11'-4" 1 V-4" 13'-0" _ Woof Framina Plan � M 11 IN\ 0 I Q0 1 V-2" CONCEALED FASTENERS OR ATT ARE THE RESPONSIBILITY C CONTRACTOR OF RECO 1 V-2" CRY CHMENTS F THE ID Truss Bearing Hgths. Scale: X"=1'-0 THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS !. REQUIRED BYFIELD INSPECTORS THAT* . MAYBE NECESSARY IN ORDER COMPLY WITH ALL APPLICABLE CODES. 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. CopywritQ c 2005 (a-) 00 C/ D O a U U J �J L— C CD C J Lr) C/7 Q0 N • Cn CO CJO I Cu Lf 00 EE • tl/ `�- Qi T Q�v= U o � 4) d L4 °' N 0 m— CW MlL Z� 0dp=U U CYZ m y W j W Q at o �30 ® ; ¢¢a F 1 UD L,_ Q_ w O O U UD 4-1 =Rz:::3 �o drawn J.J.H checked S.L. date as noted scale 12-9-05 Tob number 05-070 sheet S-2 ,).;,_0„ 19,-o„ 25-0" N N N a fP� rne,4 o i F� mr�cr a M M M — 0 0 0 0 o a o 0 0 o a o 0 0 0 0 0 o a o 0 0 0 oFill 101 t xlT I ,_ �le�f -eleC FXtT EXIT] f7 pane 0 0 !] 0' 0 Clean and treated fill dirt Tenant Improvements areto be permitted on an individual basis E I at a future time O O O THESE PLANS AND ALL P Ei ARE SUBJECT TO ANY -: REQUIRED BY FIELD INS MAYBE NECESSARY I COMPLY WITH ALL APPLI • thresholds not to exceed 3/4" high typ. (6) places f xIT i— -�XIY: i— ExIT — 0 00 - as o0 00 00 00 00 00 00 oa oo _ o0 00 00 00 00 �o �o 00 00 0 D25 A I O I D25 D35 D35 L D25 I o ' I D25 a �� I I I I I I I I I CONCEALED FASTENERS ORATTA? — — — — — — — — — — ARE THE RESPONSIBILITY Of'T o o .. o1-0 .. 0 (� CONTRACTOR OF RECORD 4'-8" 2'-0" 4'-6" 4'-6" 2'-0" 4'-8" 8 -11/2 3 -OY2" 4'-0" 6'-6" 6'-6" 4'-0" 3,_0y2" 8'-1y2" 4,-8„ 2,-0., 4'-6„ 4'-6" 2.-0„ 4'-8„ 15'-10" 21'-0' 15'-10' 13'-0" COPY 11LE 100'-0" Floor Ran Scale: Y4"=1'-0" Area Tabulation Usable Office Space 4,150 Covered Entry Space 282 Total Buildable 4,432 ELECTRICAL LEDGEND `1 RECESSED LIGHT WITH LENS ® EXTERIOR & WET LOCATIONS T SURFACE MOUNTED LIGHT FIXTURE -Hh SWITCH FE X1T !-ZxIT LI(,�f1T WITH bATT9 �Y RA,7i V- UP 3 #3/0 THW in 2" cond. elect. service #3/0 #4 2"cond. „EP„ PA 120/240 1 f 100 amp main brker. #4 CU ground tied to building steel, CWP & driven ground rod Electrical Riser Diagram -J-Yrlc-AI- I-HRG-E i'I�GES Product Approval Product Design Pressures Manufocturear Model Number Method of Attachment Roofing: Entegro Estate (2) 10d Ring Shank Nails Swing Doors: +/— 55.E= Therm Tru fiber —Classic Smooth —Star 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 Windows: +/— 45.0 Norandex Series 437 (1) 3/16" tapcon 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 t 1/4" tapcon 24"c.c.. )POSED WORK )RRECTIONS { ECTORS THAT1 ORDER TO ; .ABLE CODES,' BENTS 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. Copywrit© c 2005 S� C� Q3 tb (D-) ZZD--> - Er5 O D U -(ZZ:3 J V) Q� — Ln rD G!"0 Q 0 CIS c9 C!) I Ln rH3 a� 0 U o ._ Q/ V1J, 7— U L� C� lJ J Li O m v rn C ui VZMU_ m�z4)(D V% L = J-1 L W E (� 0 .E 50 OU f, c`1Z N to W y W N L a-°C4 X Nil CIS � Q� C/5 Q� V —� U m Q =3 C3 = U) date I revisions drawn J.J.H checked S.L. date as noted scale 12-27-05 job number 05-072 sheet I Roof Plan Scale: Y8"=1'-0" d —8" 31 •• ALL ZONES USE 10d GALV. OR EQUAL, 4'c.c. AT EDGES & 6'c.c. IN FIELD Roof Nailing Diagram Scale: 3/4"=V-0" 90 DEGREE HOOKS OVERLAP 25" MIN. \" \�-HORIZ. TIE BEAM STEEL SEE WALL SECTION FOR STEEL REQUIRMENTS POURED CELLS WITH (1) #5 BAR CONTINUOUS FROM BEAM TO FOOTING LI Step 'Seam Detai Scale: 3/4"= I'--O" 0.0' —16" 11'-8' •• 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 2'-0" HIGH RIBBED LATH WITH 6" x 16" LOUVER VENTS AT 96"c.c. MAX. SEE VENTING CALL. FOR REO'D. QUANTITY 5/8" TWO COAT STUCCO FINISH GRADE CLEAN, COMPACTED. 1 TREATED FILL DIRT 12 6 n 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 2'- 0" CENTEREC Typical Wall Scale: 3 /4"=1'-O" SOLID POUR SILL COURSE AT ALL WINDOWS a 8" x 16" CONC. BLOCK WITH #5 VERT. DOWEL IN CONC. FILLED CELLS AS PER PLAN. FUTURE 4" 2500# /OONC. SLAB GRADE <t N F1 CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE Section CONTRACTOR OF RECORD Entry Detail @ Center Entry Detail @ Ends Scale: 3/4 =1 -0 Scale: 3/4 =1 -0 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. Copywrit0 c 2005 0/-) d- c-- 00 �� /7�^l N �y Q-) i V J n Q> Li) Cr) CS7 � LX-) Cr) cfl L= 7--� Cf') I Q J 00 00 CO `D � d � � > Q)n � v d L I d W d M n: 00 a Jzr)LL mCZdai t0 W E E odO=U d U E- YZ m ;WW a�iW dQ Cd La date I revisions dD ALL PROPOSED WORK TO ANY CORRECTIONS 'IELD INSPECTORS THAf ESSARY IN ORDER TO 1L• APPLICABLE CODE& drawn J.J.H checked S.L. date as noted scale 12-9-05 iob number 05-070 sheet A-2 1 -- Front Elevation Scale: j/4"=1'-0" Right Elevation Left Elevation Scale: Ya"=1'-0" Scale: J/4"=1'-0" ----------------------------- +36.0 \ +36,0 \ +36.0 —38.0 38.0 38.0 Rear Elevation Scale: Ya"=1'-0" 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. Copywrito c 2005 - — —� 12-8"t.o.b. N�i• 00 O — 11'-8"t.o.b. CD-7 J (D Q� U — 9'-0" t.o.b. Y ZD I — —110- 0.00' U. FILE COPY THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS ; REQUIRED BY FIELD INSPECTORS THAT - MAY BE NECESSARY IN ORDER TO` y COMPLY WITH ALL APPLICABLE COpBS; C/-) • —n ) CDC f LC) C9 N Cl') co C� I U(a-) 00 a � � o 4) L a� d L4 a. acalo� V ZC-1LLL CO cZ L. m ai U) M M U £U U�YZd yW �- 0 >, W j W H 2�-n Uj 0 = N o � U m ® � J -N Cr) C� coo date I revisions drawn J.J.H checked S.L. date as noted scale 12-9-05 iob number 05-070 sheet A-3 V Z 0 L U FFX W v J Z rn v ry O H LLJ 7PD m 5 M G _ O Rt qT v> CU W r TJ, i L.L M� W ry (O LLJ Q _ v I Sole: 1' = 1/4" NO BACK CHARGES WFHOUT PRIOR APPROVAL FROM A REPRESENTATIVE OF TJ TRUSS CORP. CJ1 CJ3 CJ5 EJ7 EJ7 EJ7 EJ7 EJ7 EJ7 EJ7 EJ7 EJ7 EJ7 E,17 EJ7 EJ7 EJ7 CJ5 CJ3 CA lz 1 Al TYPICAL WEB PATTERN NO STORAGE H-2'-I I-2'-I Al TYPICAL END DETAIL HEEL HEII 4"3 I�- 2' SQUARE CUT OVERHANG I Cl) LO O) W r CD LL] V M N N N N N N NO V' N (O W 00) � m � U U a a a a a a a a a a a a a a a a a Q a a a a a a a a a a a a a a a U U U i J a N J a. N 2' 2' 2' 2' 2' 2' 2' 2' 2' 2' 2' (9 2' 2' 2' 2' 2' 2' W 2' 2' 2' 2' 2' 2' 2' v it I 2' I 2' 2' 2' 2' 2' 2' 2' 2' 2' 2' „ zl� 7' T Z J SETBACK Z J_ W U L LL U H- g Z J w U g LL o� SETBACK z J .. w V4 QU J - V8 FFN U- V4 V12 V4 -L-F V16 V8 /X=19 V8 V U19A I I V12 I I V13 I I V13 IV19B I 119C I V13A V13A I C2 11'8' LA EILING 12'8" FLAT CEILING EILING C21G cY1 LU CJ3 CJ1 m Wv to co LOLO v v CJ3 CA m CJ3 CA CJ3 CJ1 CJ3 CA CJ3 CA Cl) )41 I -FFF-F- c JL ✓ "9% V > -LI w ✓5 � V � w w W U U 11'2" } 13' N N N U U w w w w w w U U ✓ 114" 19, — U U w w w U U 11'4" I T 117' CA CJ3 i i CJ5 EJ7 i EJ7 EJ7 EJ7 EJ7 EJ7 E1f7 bo Go EJ7 6 Cl) i EJ7 EJ7 EJZ EJ7 EJ7 EJ7 CJ5 CJ3 CJ1 00 41) IT CONCEALED FASTENERS OR ATTACHMENT.. ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD _ C IMPORTANT NOTES 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 SYSTEM. FOR TEMPORARY AND PERMANENT BRACING REQUIREMENTS, SEE HIB-91/BCSI BRACING REQUIRED BY THE INDIVIDUAL TRUSS/WEB COMPONENTS IS TO OVERCOME BENDING OF SPECIFIC COMPRESSION MEMBERS DUE TO GRAVITY OR WIND LOADS AND SHOULD NOT BE CONFUSED WITH THE BRACING REQUIREMENTS OF THE 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 FINANCIAL. 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: ENCLOSED DESIGN CRITERIA: ASCE 7-02 CATEGORY: II EXPOSURE: B ROOF LOADS FLOOR LOM 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 INCREASE ALLOWABLE INCREASE DEFLECTION 360/240 DEFLECTION DRAWN BY: W.CALHOUN CHECKED BY: DATE:01/24/06 DATE: REVISIONS: 1.) FILE COPY BEARING HEIGHTS 9' 11'8" 12'811 HARVEY E. KOEHNEN Professional Engineer PE-32831 7205 Elyse Circle Port St. Lucie, FL 34952-3212 Office: (772)466-5509 SPANNING THE DISTANCE - WITH PEAK PERFORMANCE Pax (772)489-3035 MODEL # TRUSS LAYOUT D 1 APPROVED a4` "e J US t �r�yy g/ wow\ le,�• BUS �,e o'As„e JOB it 60015 r� d ' LICENS •• J NO.34 CUSTOMER: DRAWDY BROTHERS APPROVAL IS)NEEDED WEEKS PRIOR TO DELIVERY DATE YOUR SIGNATURE WILL ACKNOWLEDGE (1) AUTHORIZATION TO BEGIN FABRICATION (2) VERIFICATION OF DIMENSIONS PITCHES, HEEL HEIGHTS, OVERHANGS, ETC. (3) TRUSSES WILL BE BUILT IN STRICT ACCORDANCE WITH THIS LAYOUT! []APPROVED ❑ APPROVED AS NOTED SIGNED DATE DELIVERY DATE DELIVERY ADDRESS: T, TRUSS CORF 2900 INDUSTRIAL 33RD FT. PIERCE, FL. 34946 (772) 466 - 3388 JAN 2 006 PROJECT: BUILDING #4 PHASE II STI� 0� OWNER: MA ADDRESS: DRAWDY OFFICE PARK W�red'tiF1_ _� aaaoico®e� COUNTY: SAINT LUCIE LAYOUT DRAWN FROM PLANS LAST DATED