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HomeMy WebLinkAboutBuilding PlansaFRI I i 52'-O'1 CITY OF PORT ST. LUCIE BIULDIN DEPARTMENT PRODUCT APPROVAL SUBMITAL AFIDAVIT BUILDING PERMIT: BWLDING ADDRESS: CONTRACTOR: OPENING SCHEDULE FOR: SWING DOORS, SLIDING DOO*S,FIXED GLASS, WINDOWS 6 SKYLIGHTS DESIGN OPENING ID, PRODUCT MODEL MANUFACTURER GLA55 ATTACHMENT METHOD I PRESSURES FL II SINGLE HUNG MI WIN. t DOORS MI WIN. d SOORS IMPACT a1E'�tw, x" I" Ire, T'PC t nuon'M w + 50.0 PSF, SINGLE MODEL 155 SH FLIINor nci� THAN u^ o '. - 63.0 PSF SINGLE DOORS FRENCH DOOR FL 20468,10 Thermal Thru Corp.. IMPACT IFS•, DIA X } Gaon = TAI. START 6' MAX. . qM MORE THAN 1E o.c. +/-, 50.0. PSF GARAGE DR N/A FIXED GLASS. FIXED GLASS FL 153413.5 MI WIN. t DOORS IMPACT vm"bIA, x IYN Nor MORE TH ally Ella TAPcoN Y rROM axNR N a oo. F SO,O PSF, MI WIN: E DOORS PSF ]at,PW SLIDING GLASS N/A DOOR DOUBLE FRENCH DOOR FL 10468.12 T Thermal Thru Corp, IMPACT I.- PIA. x }" raon coR • TlP START t MAx. '.. . am norzE 1HAN 1E o.c. +/-' 50.0 .PSF DOORS PRODUCT MODEL " MANUFACTURER ATTACHMENT METHOD DESIGN PRESSURES MLLLIONS MI WIN. 6 DOORS 0IOX3/4" TEK SCREW E 3/16" DIA. TAPGON UNCLIPPED '- 15 ROOF SLATELINE GAF NOA I6-OW0.0e (6) 1-1/2" EMS, ROOF NAILS PER SHINGLE SIDING N/A ` N/A N/A N/A SOFFIT N/A - STUCCO METAL LATHE W/STUCCO OVER,W/SCRE VENTS 1'x20 I HAVE REVIEWED THE ABOVE AND APPROI/ED IT. (ENGINEER) NAME: NORMAN CABRERA, PE__ CERTIFICATION NO"f4093_ PR =T APR AL 3C.IFPNLE iORn o , 0 co 0 oz w F- C) C) 4a0 h� to 't a M w C) c J C) m 0 3 �ab O l.L U) dD Zo Lu f) ONaw f0 N azzx A W NN In w ti 2-O N �. ❑ tp C, a DaDI- > Oz z a _j y m ,_�W� zwxw O]~OF- waoN F-LLQ� xOZGo ,•���RP ......... e N o _ Vim;'• "II' fill ITIip\Kl xI W CD P) Ilt c') d C r M W M < r�U)LLLL fAt LLI 0 _ w W W c) o QwW� U�Wm04 O Z 0 2 N W _j d v 2 W N y Wyp�F_,4 LJ ly W CID T ZLLc 3:Lo c(i z Q lu w Q QV to m � V'e ly` l9-{-�ut Ju LU .n U 0- IJU a ® X X Vl !— FLOOR PLAN X (3 SCALE: 1/4" - 1'0" Q 0- FILE COPY z M-XI a 5 REVIEWED FOR CODE COMPLIANCE 0 ST. LaOcc IE COUNTY ,- w "444 � �w U IU_ FBG 2011, roth EDITION, Il0 MPH 3-SEC GUST WIND SPEED RISK CATEGORY- II BLDG CAT: VB OCCUPANCY: R-3 JOB* 20-023 EXPOSURE: G INT. PRES. COEF: +/-. 0.18 BUILDING: ENCLOSED OPENING PROTECTION: IMPACT GLASS CC JHEET ti W� N w w C w X CD a0 F�yyn U)M C7 W K }y 25 00 55z > z (o 0 z 0 z w R' P U z A N. inZ F Lu .Y OQOi > o- H 07 0 J +. Uzia W w �LLWK m 12 zLUxw oOLU Uaf0m FIBERGLASS SHINGLES =oz:) Q 12 4.i ``444t4U{11I111111/////// 00 : N .0. 'cJ 21u ?CQ N i o:2=q O/H SQ. GUT ® �, sTucc� 0/14 SQ. J • .v, _ GUT `a STUCCO QaC3WM LL rj) LL - - woo= m U FRONT ELEVATION 0 - W m Y CN SCALE: 114 I'O w w _j z i .> darn v Q C9 W N W Ino H o Lo W Z Lo L.L (o 12 12 FIBERGLASS SHINGLES 12 rJ O/H SQ. CUT � i _ 1 _ � 12 FIBERGLASS INS STUCCO -0112 II LEFT ELEVATION CUT - SCALE: 1/4" - 1'O° Q C STUCCO N RIGS 4T EL' VATION w � Q SCALE: 1/4" _ Ii011 LU w csl Q Z � LU 12 12 8 5 w 73 i. FIBERGLASS sHNGLEB DESIGN PRESSURES FOR OPENINGS: (� X � • 31.8 PSF, -41.0 PSF ZONE 4 C.L. 4 FROM OUTSIDE CORNER , D . 31.8 PSF -50. — 6 PSF C.L... 4' WITHIN OUTSIDE ZONE 5 C L DE CORNER R E'R 1-0!1 FBC 2011, 6th EDITIONa O MEAN ROOF HEIGHT: IWO" O/H so. WIND SPEED: 110 MPH • STUCCO CUT (3SECOND GUST WIND SPEED) �. .. . - ❑ I RISK CATEGORY: 11 T _ _ BLDG GAT: VB 'n OCCUPANCY: R-3 V J OT INT. PR RES COEF: N- O.IS 7, EtUIL DING: ENCLOSED f— OPENING PROTECTION: IMPACT GLASS ^i STUCCO UL F—U REVIEWED FOR ODE COMPLIANCE REAR ELEVATION QA1,0 ST. LUCIE COUNTY Ui 11 JU BOCC Lu JOB* 20-023 t SHEE s 2 NOTE: T` FICAL SLAB 4 FOOTE 2 11 11 T A . WI(2) 05 REB S TYP. R MONOLITI-41C SLAB 18 D x 16 LJ F Cx VERTICAL "5 s 41CTR8 WITH HOOKS INTO FOOTER 4" THICK FIBERCRETE 2,500 PSI CONCRETE SLAB ALL CONCRETE TO BE FIBERMESH, WALKS AND PATIOS INCLUDED FIBERGLASS SHINGLE S ALL POURED AREAS TO HAVE ro MIL. VISQUEEN, 11 12 SEE ATTACH "5 CORNER BARS REQUIRED ON ALL SLAB REBARS (MIN. 25 ATTACHED N.O.A. 30 LB TIN TAGGED FELT LAP) 5/S" PLYWOOD FASTENED CLEAN FILL UNDER POISONED COMPACTED SOIL. PER FBC R4409.2.2 ON WOOD TRUSSSES. txrERiaR Loan SEE ROOF LAYOUT FOR TRUSS ANCHOR B RING WALL TRUSSES SET ON VAPOR BARRIER FELT PAPER or METAL o o - 2 x 4 RAT RUNS (2) 5 RMARS a ° d_ - - - - - - - _ _ _ _91011 LATHE d STUCCO CEILING - - - - - (TOP OF PLATE) I6 —IX2 ON 2X6 FASCIA TYPICAL SLAB SECTION _ W/ METAL DRIP EDGE m LOAD BEARING WALL SCALE 1/2 = I FOOT. TYPICAL BOND BEAM CONSTRUCTION STUCCO SOFFIT DOUBLE BOND BEAM W/ (2) 05 CONT. W/1" x 20" VENTS SCREEN 6O u O/C 52'_Or1 E 12" SQ. CMU W/FILLED .Yt W/ (2) N5 AR VERT. ---- -- - O 1-011 H tHl K 16 -0 5/0 NOMINAL LINTEL CHART CAST—CRETE SCHEDULE OF LINTELS MARK LENGTH OF ALLOWED APPLIED ALLOWED APPLIED .REMARKS NO: LINTEL GRAY. LOAD GRAY. LOAD UPLIFT UPLIFT 3-6 6113 500 3541 400 , 8Fl6-15/IT 2❑ 4-0 6113 110 30-M 600 81=I06r18/IT ❑3 6-6 3480 680 I880 560 BFI6-I5/IT 1-6 2661 160 1634 650 8F16-113AT �5 9-4 1843 840 1133 610 8F16-IB/IT. © 10-6 1533 580 S14 450 ` 51=16-15AT ❑1 11-4 950 640. SOO 480 8FI6-I5/2T BEAM DEPTHS SHOWN ARE MINIMUM REQUIRED, THEY CAN BE INCREASED W/O ENGINEER'S COMMENT. 0 I! w LO U F— a O Z) M �M K� LU M J W.Z. Q. LL roNYU' Vj 00 Z.OZw Q% it 0 C1 OU3a= '�J,. w wN w LU lx�po m n �,w w o o m Eco ��,�qt L >d R<O� W U e= ►y w N op nwww m O w. FX m to o>0 Woo; V ll�lNuru/(re, ;,... aye ., ` 1p�y........... :'AL $ -o = F a;a_c) Ln till I LU In O M V c') d c) W M LL who= �w�U Q W w Q U W m N 0ZOr Q w i a q w w N LL'Wmcf z1.0Wco L coo -O" ❑ I'-011 O '4-- - - +Inle--t------ ----- -------- �-O. - tint ---tier_-- ----- --- --------- ---------- ---s------------------------------------------------ -_ItnteF- -- `.----'-- --- oG 1 - - ------ - - - - - - - -�72;42 - - - - - - - - - - - - - - - - - - _ - - - - -.- I - t - - -.- - - - - - - - - - - - - - - cmu cone1Dt12- - - - - - .cmu - - - cone. fllled column I ' filled column (2) 05 rebare F-1 w/ (2) 05 rebare Vert: I ' w/ 1 n tw, vert, tsp. a 52 -0 a" Below -1 -o _ Q = 91-1011 31-611 m i4 I, Q 1 O �k1-6" 31-1011 31 211 31_611 2'-8° 3'-811 31-4" 2'-5�s" 6'-1111 31-811 2'-8" 2'-2° 3'-8" 2'_811 y rpl; — 2" 0 111 f QFETY GLAss I1 , I/2 3-3 2-3 SH ; FRENCH DOOR - - -. _ Jll - 2-5 - lY _- - -. - - -. - - - - - - - - - - - - - o _DAL - o _ - - - ° tD tt N N ltl _ C to N tankleafi o 4" .THICK U_ - ' heater �I •. CONCRETE PA0_(� 04 A/C COMP, / W S w T 3'-��� 3'_61 I A/H 5'-O" 2 - -4" O 91_211 ° - I. I, 1 o - (� 8" X 8" CMU BLK -5 6" X 8" CM" BLK .FILLED DELL W/ el) RffiAR FILLED CELL. W/ (U REBAR VERT.. TTP. VERT. TI'P, RECM6 I _0. I �Y L - --- - - ---- 2-5 SH - - - -- -- - 3`o" x 618„ ---- -- - - -- --(ZY25SH ------ -------- - 2-5 SN -- l+1 o o o DOOR 41' JI.CK. ONCRETE F PAP4" RECESS W/SPE I 11 31-411 3I-511 2'—ell 31 O" 1-OI'S" 31-111 T 3'—Q �21� 3 2 —81' 61-811 2 -I _ a"BELOW. I 11 -O P.F.H. 2 WAY 2K12 C/o PLUMBING RISER , cmu coot. - _- : filled column w/ (2) 05 rebare 10I -O" vert. typ. 111-011 4" TO SEPTIC 521-011 5L/45, 5EAM 4 COLUMN SCALE: 1/4: " _ 11011 C e a 'd- N z o LU � w Q LU (jjj� €i— tu lu (� Ul ) ' �/���// X 4) °n LU xvf�/ - x o CD o iL 2' n n 11 n n 2-2 2-8 4-O 3-8 I -I 3-0 REViZ IEWED iFOR 0 CODE COMPLIANCE wLU ST,, LUCIE COUNTY O UJ -� UOCC73 14'-O° 6'-5° V LU U FBC 2011, bth EDITION V J 110MPH 3-SEC GUST WIND SPEED RISK CATEGORY: II MLDG CAT: V5 OCCUPANCY: R-3 ,JQBM. 20-023 EXPOSURE: C INT. PRES. OOEF: +/- 0.18 SHEET BUILDING: ENCLOSED OPENING PROTECTION: IMPACT GLASS O3 c DO NOT SUBSTITUTE. CONNECTORS, DO NOT SHEATH TRUSSES BEFORE ALL STRAPS ARE IN PLACE. TRUSS CONNECTOR SCHEDULE FL TRUSS CODE BRNG PLY CONNECTOR QTY CONNECTOR DESIGN FASTENERS ID: REF; POINT UPLIFT A I WETA20 1 1810 (S) IOd X H/2" AWIA403AAH15A, AH11A, AH5 11413 SIMPSON (F2 =.410) AND THE REST ( ). 2 WETA DOUBLE 2 25W (14) 16d (14i3: �-/I SIMPSON (ni) 2 MGT 1 3965 (22)-10d's TO WOOD < ALL SIMPSON (F26) THREAD (U - 5/8" DIA. W.A.B. TO MASONRY I MTSM I6 1 8400 (1) 10d x W/2" SIMPSON M2 - 300) (4) 1/4" x 2-1/2" TITEN 11�'73 1 '.. AETA20 I 1SIO (9) IOd X 1-.1/2" AHSAWIIAHI3,: SIMPSON (F2 - 410). AH15A4411AH19, A; AIAWISAAH11A; O. I MTSM 16 1 840 • (T) IOd x 1-1/21, AHI5A,A1413A, SIMPSON (F2 - 300) (4) 1/4" x 2-I& TITEN. I HGAM10KTA 1 850 • (4) 606 1/4" X 1-1/2" SIMPSON (F2 - 300) (4) 1/4" x 2-11r TITEN 1 WVA20 1 1910 (a) IOd X i-I&I AH1 SIMPSON (F2 - 410) 6510 2« FGTR 1 5000 UP. (2) 1/4" x 5" TITEN HEAD SIMPSON (F24I0) (IS) SDS 1/4"x 3" I. ATTACH VALLEY TRUSSES AND PIGGY BACK TRUSSES, IF PRESENT, TO MAIN TRUSS PER TRUSS COMPANY DRAWING. 2. TRUSS TO TRUSS CONNECTION BY TRUSS COMPANY,. IN67Al I En PER MANUFACTURERS SPECS, 3, LATERAL FORCES PERPENDICULAR AND PARALLEL TO WALL HAS BEEN CONSIDERED (LEGS THAN 300 PLFJ 4, BUILDER TO APPROVE TEMPORARY BRACING TO PREVENT TOPPLING OF TRUSSES, SEE NIB-9. 5. OTHERSPECS, OIFDIFFERENT FROM ABOVE, HAVE THE PRIORITY. ROOF NAILING: SdRING SHANK NAILS. 6" O/C FIELD, 4" O/C EDGES TRUSSES DESIGNED PER: FSC 2011 ASCE 1-10 TPI - 2001 STRUCTURAL NOTES - TRUSSES 1, ROOF NAILING PATTERNS: 8d RING SHANK NAILS 6" OC FIELD AND 4" O/C EDGES. 2. STRUCTURAL LUMBER: MINIMUM GRADE LUMBER: 2XI2 •2 HF, 4x4 •2 SYP, ALL OTHERS •2 SYP a STUD SpF, PLYWOOD SHEATHING TO BE APA RATED CDX .STRUCTURAL. ALL LUMBER IN. CONTACT WITH CONCRETE TO BE PRESSURE TREATED. WOOD FRAMED GEARING WALLS FIRST STUD AT CONCRETE IS TO BE PT AND ATTACHED WITH 3/16" TAPCONS, 1-1/2" .EMBED a 12" OC EXCEPT AS SHOWN, d 29 I �Q K W W 8z myaFD zaw aN ,=Z�09r E2941 op , i w U) �I M Cl) u- Y vJ 0 co M 4% cLi �< XI, a>a"' W N my > rQ� V C2 (0 pnulwry,,,.. CC A� * a o z C 7,-/S/� nlun" �� W 9. EXTERIOR CEILINGS TO HAVE HIGH RIB LATHE AND 1/8" STUCCO, FASTENED TO TRUSSES WITH II GA, 1-1/2" NAILS WITH 1/16" HEADS, O NAILED 6" OC. OR I6 GA. STAPLES WITH 1/8" LEGS 6" OC (1j o- ALT CEILING: 5/8" GYPSUM BOARD WITH BLOCKED BEAMS, 1 FASTENED W/ 6d NAILS, OR 06 X 1-1/4" SCREWS, 1" OC FIELD A " AND 4OG EDGES. 1 4. TEMPORARY BRACING PER HIS-91, CV 5, FABRICATION SHOP DRAWINGS or THE ROOF AND FLOOR .. TRUSSES MUST BE AUTHORIZED BY THE CONTRACTOR. d) z Lu 6. ALL DRAWINGS ARE PRELIMINARY UNTIL TWEY ARE d �, n APPROVED BY THE GOVERNING PERMITTING. AUTHORITY. I. CONTRACTOR IS RESPONSIBLE FOR LAYOUT OF WORK, ALL DIMENSIONS, ELEVATIONS, PITCH; AND THE WALL AND CEILING HEIGHTS.. �. S. CONNECTION OF VALLEY TRUSSES: - TO PERPENDICULAR TRUSSES, USE SIMPSON MTSI6 (14) IOd X I-1/2" NAILS, 1', ot,a (TYP) a 48" OG TO EX15TING OR TO 2X4 BLOCKING. TO PARALLEL TRUSSES, USE 2 4 ® 48" OC (j x BLOCKING BETWEEN. EXISTING TRUSSES. (SIMPSON MT516 TO BE AT EACH END. z (� l�-3 JU 3112 O � ppy�� - :I• u- ul 2411 ._1 GRAVITY lu Design Criteria —1 TC LL 20 PSF TC DL 15 PSF COMPONENTS AND CLADDING di O X BC LL 10 PSF Wind Load Type = FBC 201 X BC DL 10 PSF Bufiding Type Enclosed Q O X TOTAL 55 PSF Occupancy Factor = 1 p X 6 Category II, Exposure - C (L WIND A: Ht > 101, B: Urban, C: Open Terratn w/ m X O RESISTANCE Scattered Obstructions, D. Coastal [ 4 0- TCDL 5 PSF BC DL 5 PSF TOTAL 10 PSF Duratfon= 1.33 WIND • 110 MPH GRAVITY LOADS OVER 5,0000 ARE SHOWN uj UPLIFT LOADS OVER 1,0000 ARE SHOWN ON LAYOUT, w REVIEWED FOH 4) LL CODE COMPLIANCE U O ST. LUCIE COUNTY BOCC JOB--" 20-023 7 SHEET TiRU56 LAYOUT FLAN SCALE = NOT TO SCALE CM%CREIE PAN , W uj a 1p .. ':. It cl ro Zo .. .. - tiCAL PLAN SCALE- I % - fop I A/C LIVING AREA: IS62 SQ FT REAR COVERED RATIO: 518 SQ FT COVERED ENTRY: 60 SO FT TOTAL AREA: 2140 SQ FT f NEW 2X4. FRAME WALL 016" O.G. -� 1/2" X 4' X 12' DRYWALL SHEETS. JOINTS TAPED AND TEXTURED. 2"x4" P.T. PLATE SECURED WITH "SHOT 4. PIN" OR "GONG. NAILS" SPACED a MAX. 15" O.G. 5/8" DRYWALL CEILING 2 x 4 TOP PLATE VERIFY HEIGHT IN FIELD KNEE WALL NON -LOAD BEARING WALL SCALE 1/2" . I FOOT TTRUSSES D ROOF 2X4 \ g/@" TOP PLATE (DRYWALL CEILING W/(2) 16d III F NEW 2X4 FRAME WALL a16" O.C. W/ R-II INSULATION (IF SPECIFIED). 1/2" X X X 12' DRYWALL SHEETS. CONCRETE JOINTS TAPED AND TEXTURED. FLOOR 2"x4" P.T. PLATE SECURED WITH "SHOT 4 PIN" OR "16d NAILS" SPACED o MAX. 18" O.C. '4 TYPICAL SECTION NON -LOAD BEARING WALL SCALE I/Y ■ I FOOT STUCCO ON C.B.S. CONTIN. CAULK BEAD BRICK MOLD EXT. DOOR V4" x cmu embedment tapeon to filled cmu per n.o.& I, WOOD DOOR JAMB 1/2" GYP, BD. SHIM I x 4 PT WRAP CASE HARD NAILS 3" FROM EACH END 12" O/C I WOOD CASING I x TO CMU, CAULK BEAD EA SIDE OF OPENING. 0.0999" x 2-1/2" CASE HARD NAIL WOOD CASING WITH DOOR MANUFACTURER FOR SPECIFIC ATTACHMENT REQUIREMENTS I x PT FULL WIDTH OF JAMB NOTE : GUNNABLE SEALANTS SHALL COMPLY WITH ASTM C 920 CLASS CONT. BEAD OF CAULK BEHIND 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION. EXTERIOR DOOR JAMS DETAIL 12 FIBERGLASS SHINGLES SEE ATTACHED N.O.A. 30 LB TIN TAGGED FELT 5/8" PLYWOOD FASTENED PER FBC R4409.2.2 ON R-30 CEILING INS. WOOD TRUSSSES- 2 x 4 RAT RUN -SEE ROOF LAYOUT FOR TRUSS ANCHOR ® 8'0' O/C TRUSSES SET ON VAPOR BARRIER FELT PAPER or METAL 5/8". DRYWALL CEILING.� 9:011 (roP of PLATE) I x 2 PT FIRE STOP IX2 ON 2X6 FASCIA CONTINUOUS W/ METAL DRIP EDGE TYPICAL BOND BEAM CONSTRUCTION- ONSTRUCTION STUCCO SOFFIT DOUBLE BOND BEAM W/ (2) 05 CONT. W/1" x 20" SCREEN VENTS &'0" O/C I x 2 PT PURR STRIP a 2'0" o/c W/R-POIL 8" CMU W/FILLED 8" x 8" R 4.1 WALL INSULATION E AMD In" DRYWALL CELLS W/1 •5 REBAR VERT. TAPED AND FINISHED ------------ 5/8" NOMINAL THICK 4" HIGH STUCCO FINISH 77 POURED SILL 2,500 PSI 4" CONCRETE SLAB WITH FIBER MESH SILL DETAIL OVER 6 MIL VAPOR BARRIER OVER CLEAN I x 4 PT AT SASI COMPACTED SOIL POISONED AS PER FBC 201-7. 1 CONT. \ ■ 4" a„ GRADE 16"D x 16"W CONTINUOUS MONO FOOTING WITH (2) #5 REBAR TYPICAL WALL SECTION CONCRETE BLOCK / LINTEL U-BLOCK CONSTRUCTION STUCCO ON C.B.S. CONTIN. CAULK B D e I X 3 pt JAMB 1 x 3 FIT FULL WIDTH OF JAMB . , p CONT. BEAD OF CAULK BEHIND > a > > 4 - °ra 1/4" x 1-1/2 embedment tapcon to ° filled cm per n.o.a. 4 % ' SHIM AT EACH TAPCON n n CASE HARD NAILS 3' FROM EACH END 12" O/C STAGGERTED I x TO CMU, CAULK BEAD EA SIDE OF OPENING. x 2-1/2" CASE HARD NAIL 1/2 GYP. BD.0.0999" ' I x 4 P.T. WRAP NOTE : PUNNABLE SEALANTS SHALL COMPLY WITH ASTM G 920 CLASS 25 GRADE Na, OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION. EXTERIOR WINE)OW JAMS DETAIL THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL DIMENSIONS AND OTHER INFORMATION. ANY DISCREPANCIES MUST BE REPORTED TO THE DESIGNER PRIOR TO WORK GENERAL CONSTRUCTION NOTES: FOUNDATION,CONCRETE, STEEL AND WOOD I. ALL CONSTRUCTION MUST CONFORM TO FLORIDA BUILDING CODE 2011, 6th Edition 2.. ALL DRAWINGS ARE CONSIDERED PRELIMINARY UNTIL THEY HAVE BEEN APPROVED BY THE LOCAL BUILDING DEPARTMENT THAT FOLLOWS FS CHAPTER 553 AND FBC 101.3.1, 3. PLANS NOT APPROVED AS STATED IN 42 ARE CONSIDERED UNLAWFULLY PERMITTED, 4. PLANS NOT APPROVED BY QUALIFIED REVIEWERS BY THE AHJ (AUTHORITY HAVING JURISDICTION) ARE CONSIDERED INVALID AND UNLAWFULLY PERMITTED. THIS IS THE RESPONSIBILITY OF THE CONTRACTOR/PERMITTEE TO CONFIRM. 5. THE DESIGN ENGINEER HAS NO. RESPONSIBILITY OR LIABILITY FOR PLANS USED TO BUILD ANY STRUCTURE THAT ARE EITHER INVALID OR UNLAWFULLY PERM III , 6. DO NOT ORDER ANY WORK OR MATERIAL WITH PRELIMINARY DRAWINGS. 1. ALL VEGETATION IS TO BE REMOVED FROM SLAB / FOUNDATION AREA NO WOOD OR VEGETATION 18 TO BE BURIED WITHIN 15' OF ANY BUILDING OR PROPOSED BUILDING: FILL TO BE CLEAN MATERIAL PLACED IN LIFTS NOT TO EXCEED 6" MECHANICALLY COMPACTED. ALL CELLS, CAVITIES AND AIR GAPS SHALL BE CLEANED OF ALL NON -PRESERVATIVE TREATED WOOD OR CELLULOSE MATERIAL PRIOR TO PLACEMENT OF CONCRETE. S. SOIL BEARING 2,500 PSF MINIMUM AT 95% OF MODIFIED PROCTOR AS PER ASTM 0-1557, TESTED IN 12" MAX LIFTS, CONTRACTOR TO PROVIDE CERTIFICATE. 9. SOIL POISONING TREATMENT TO EXTEND I FOOT BEYOND EXTERIOR SIDEWALLS OF STRUCTURE. a. SOIL TREATMENT CERTIFICATE TO BE STORED IN WEATHER RESISTANT JOBSITE PLANS BOX 10. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "SPECIFICATIONS" FOR STRUCTURAL CONCRETE BUILDING" ACI 318-050 a. CEMENT: ASTM C-150, TYPE I b, WATER: POTABLE c. AGGREGATE: ASTM C-33 d. REINFORCING STEEL: ASTM A-615, GRADE 40 e, SLUMP: 5 INCHES MAX F. METAL ACCESSORIES: ACI-315 g. REINFORCING MESH: FISERMESH OR ASTM A-185, 6X6 WI,4AUI.4 h. CURING COMPOUND: ASTM C-309, TYPE I I. FORMWORK: ACI SP-4 FORMWORK FOR CONCRETE, FORMWORK SHALL BE THE J, RESPONSIBILITY OF THE CONTRACTOR. k, TOLERANCES: FLOOR SLABS: 1/8 INCH IN 10 FOOT MAXIMUM I. FINISHES: FLOOR SLABS - STEEL TROWEL FINISH. I. WALKS 4 DRIVES - BROOM, It. FLOORS TO RECEIVE TILE - BROOM. m. SAW CUT CRACK CONTROL IN SLAB AT MAX SPACING 15b" O/C AS SOON AS CURING PERMITS I. NOT TO EXCEED 24 HOURS FROM TIME OF CONC. POUR. 11. MINIMUM COVERAGE FOR REINFORCING STEEL UNLESS OTHERWISE NOTED SHALL BE: a. 3" CONCRETE DEPOSITED AGAINST GROUND. b. I It," WALLS EXPOSED TO WEATHER OR IN CONTACT WITH THE GRADE. c. 3/4" WALLS NOT EXPOSED TO THE WEATHER, - d, 1 I4" COLUMNS, e. I li" BEAMS, (OVER MAIN REINFORCING) F. 3/4" STRUCTURAL SLABS, FROM SURFACE, 12. ALL CONCRETE SHALL BE PLACED WITHIN 9O MINUTES FROM BATCH TIME, UNLESS RETARDER IS ADDED TO THE MIX, 13. ALL CONCRETE SLABS SHALL ATTAIN A MIN. STRENGTH OF 2500 PSI. IN 28 DAYS, FOOTINGS SMALL ATTAIN A MIN. STRENGTH OF 3,000 PSI 14. ALL CONCRETE BEAMS AND COLUMNS SHALL ATTAIN A MIN, STRENGTH OF 3000 PSI IN 28 DAYS 15. GRADE 40 STEEL MINIMUM IN FOUNDATION AND FOOTINGS, GRADE 60 IN BEAMS AND COLUMNS, LAPPED PER ACI-318. IS. PLACE ONE 05 BAR AT EACH SIDE OF MASONRY OPENINGS 4 4'0" SPACING. (U.O.N.) HOOK TOP OF COLUMN BARS INTO TIE BEAM 11. METAL STRAPS, CLIPS AND HARDWARE SHALL BE GALVANIZED, OR APPROVED EQUAL. 18. MASONRY TO CONFORM WITH ASTM C-90, fm = 1900 PSI. TYPE M MORTAR PER ASTM C-210, fm 4 2500 P81. MASONRY CONTRACTOR TO VERIFY WALL HEIGHTS, BEAM DEPTHS, AND MASONRY OPENING SIZES PRIOR TO CONSTRUCTION. 19. STRUCTURAL WOOD CRITERIA: WOOD CODE ANSI/AWC, NDS - 2015 & PRIMARY WOOD FRAMING MEMBERS SHALL BE NO. 2 SOUTHERN PINE OR BETTER, SURFACED DFtT-, USED AT 19% MAXIMUM M.G. WITH THE FOLLOWING STRESS RATINGS, UNLESS OTHERWISE NOTED: 1. FB SINGLE MEMBER 1,200 PSI It. FE REPETITIVE MEMBERS 1,400 PSI III. FC PERPENDICULAR TO GRAIN 565 PSI Iv. E 1,600,000 b. ALL WOOD. IN CONTACT WITH MASONRY SHALL BE PRESSURE TREATED. 20, EGRESS WINDOW, FROM ALL BEDROOMS PROVIDED BY EGRESS WINDOW: & MAX SILL HT. - 44", MIN WIDTH = 20", MIN. HEIGHT - 24", MIN. AREA . 5.0 SF 21. LIGHT AND VENTILATION IN BEDROOMS, GREAT ROOM, DINING AND KITCHEN MIN 8% OF NET FLOOR AREA IN GLASS. 22. ALL WRITTEN DIMENSIONS ON THESE DRAWINGS TAKE PRECEDENCE OVER SCALED DIMENSIONS. 23. STRUCTURAL FEATURES NOT DETAILED ON THESE PLANS WLL BE ADDRESSED BY THE ENGINEER AS CONSTRUCTION PROGRESSES, DESIGN ENGINEER IS NOT LIABLE FOR ANY CONSTRUCTION THAT PROGRESSES WITHOUT NOTIFICATION AND HIS CONSENT TO PROCEED IN WRITING. 24. SPLITTING OR CRACKING OF STRUCTURL COMPONENTS DUE TO INSTALLATION OF HARDWARE 14 NOT PERMITTED. 25. UNLESS OTHERWISE NOTED FOR EXTERIOR WALLS ALL PLYWOOD SHEATHING TO BE NAILED WITI4 8d OR BETTER NAILS AT 4" O.G. AT THE EDGES AND 6" O.G. IN FIELD. 26. INTERIOR DRYWALL TO BE SCREWED WITH DRYWALL SCREWS LW LONG AND 0.131 INCHES DIAMETER, 21. PRESSURE TREATED FULL LENGTH STUD AGAINST COLUMN BLOCK, WITH PRECUT STUD ADJACENT. ATTACH BOTH STUDS TO POURED COLUMN WITH 1/2" x Y' HILTI KWIK BOLTS, OR EQUAL, AT 24" O.C. AND WITHIN 6" FROM ENDS. USE 3" x 3" x 3/16" STEE_ WASHERS AT EACH BOLT. 28. VENTILATION OF WOOD TRUSS ATTIC, R 806 AREA OF CEILING DIVIDED BY 150 = THE MIN. CODE NET FREE AREA OF VENTILATION 29, ATTIC VENTILATION 18 PROVIDED BY SCREEN SOFFIT VENTS 20" X 1" WITH INSECT STEEL SCREENING, ASSUMED FREE AREA - 15% 30. LOCATE SOFFIT VENTS ON ALL 4 SIDES OF ROOF, EQUALLY SPACED APART. NO ADDITIONAL ROOF VENTS REQUIRED, 31. CONTRACTOR IS RESPONSIBLE FOR ADEQUATE BRACING OF ALL STRUCTURAL AND NONSTRUCTURAL MEMBERS DURING CONSTRUCTION. PLYWOOD SHEATHING MUST BE APPLIED AS THE ROOF OR FLOOR TRUSSES ARE ERECTED TO PREVENT TOPPLING. REFER TO TPI 4 WTCA PUBLICATION "BUILDING COMPONENT SAFETY INFORMATION' FOR HANDLING AND BRACING OF TRUSSES. TEMPORARY BRACING PER 44I5-91. 32. CONTRACTOR TO OBTAIN THE. LATEST PRODUCT APROVALS FROM THE MANUFACTURERS, vERIFY SAFE PRESSURES, THE EXPIRATION DATES, INSTALLATION SPECIFICATIONS AND SUITABLILITY OF THE PRODUCT BEFORE INSTALLATION OF ALL BUILDING COMPONENTS. 33. CONTRACTOR TO LAYOUT THE WORK, VERIFY ALL DIMENSIONS, ELEVATIONS, PITCH, WALL AND CEILING HEIGHTS PRIOR TO ORDERING ANY WORK OR MATERIAL. 34. WIND LOADS: FBC 2011, 6th EDITION, 110 MPH, 3-SECOND GUST, EXPOSURE C. ep *aN ALL WINDOWS AND DOORS TO HAVE BEEN TESTED TO MEET FBC STANDARDS . USE THE FASTENING METHOD AS THE PRODUCT APPROVAL DICTATES. AS A TEMPORARY ALTERNATE THE FOLLOWING ARE USEFULL QUID- REV'IEWEU Fuk LINES. PAINT PROTECTO LWM200 PRIOR TO DOING BUCKS- CODE COMPLIANCE. WINDOW / DOOR / SLIDING GLASS DOOR BUCKS ST. LUCIE COUNTY Ix 3 PT BUCKS : SQCC WINDOWS USE 1 X 3 MIN, PT DOORS/SGD/FRENCH DOORS USE IX6 PT W/ 0.099x2 1/2" HARD COIL NAILS A 12" O/C , THEN CONNECT WIN/DOOR/SGD FRENCH DOOR FRAMES WITH 3/16" DIA. TAPCONS 1-1/4" EMS. INTO MASONRY THRU BUCKS AT 18" O/C , 6" FROM EACH END OR PER N-O.A- 2x4 BUCKS: WINDOWS USK 2X4 MIN. PT DOORS/SGD/FRENCH DOORS USE 2X6 PT WITH 3/16" TAPCONS 1-1/4" EMBEDMENT INTO MASONRY 18" O/C ,6" FROM EACp END , THEN CONNECT WINDOW/DOOR/SGD/FRENCH WITH SCREWS PROVIDED WITH UNITS OR PER AT I ACHED N,O-A, DRAFTED BY CORAL KEY DESIGN INC DRAFTING SERVICE 605 BELVEDERE RD. W.P.B., FL 561-122-3890 lU r w�ja � Q C o u Lu Q !!- X (� �n x a(' IL X O � en\7 p l uj SHEET D-1 200 AMP ELECTRIC PANEL CIRCUIT NO.. DESCRPTION POLE WIRE AMP CIRCUIT NO. DESCRPTION POLE WIRE AMP I LIVING ROOM 1 12 20 1500 2 DISHWASHER 1 12 20 1500 3 DINING ROOM 1 12 20 1500 4 MICROWAvE 1 12 20 1500 5 BATH GFI'S 1 12 20 MOO A/C COMP 2 10 45 --- -1 MASTER BEDROOM 1 14 15 1500 8 9 A/H/U 1 6 60 (10,000) 10 REF. 1 12 20 1500 12 RANGE 1 12 20 1,500 13 WATER HTR 2 10 30 4500 14 DISPOSAL 1 12 20 1,500 15 16 WASHER 1 12 20 1500 1-1 APPLIANCES 1 12 20 1500 18 DRYER 2 10 30 5,000 19 APPLIANCES 1 12 20 MOO 20 21 BEDROOM "2 1 14 15 1500 22 S/D'S 1 12 20' 1500 23 BEDROOM 03 1 14 15 1500 24 GEN LTG. 1 12 20 1500 .15 KITCHEN GFI'S 1 12 20 1500 26 PUMP 2 ; 12 20 3000 21 SPARE 20 2S SPARE 30 SPARE 31-39 SPARES w--44 SPARES TOTAL = 18,000 + TOTAL = 20,000 = TOTAL COMBINED = 35,000 FIRST 10 IG.W, 0 100 10,000 REMAINDER 0 40 % 14,000 AC 10 K.W. 0 100 % 10,000 TOTAL 34,000 34,000/ 240 = 142 AMPS GENERAL ELECTRICAL NOTES I. ALL WORK SHALL BE DONE IN ACCORDANCE WITH BOTH LOCAL AND 2014 NATIONAL ELECTRICAL CODES. 2. ELECTRICAL CONTRACTOR SHALL VERIFY ELECTRICAL PLAN. RISER DIAGRAM, AND LOADS, AND NOTIFY THE GENERAL CONTRACTOR OF ANY ERRORS OR DISCREPANCIES PRIOR TO INSTALLATION 3. ALL EQUIPMENT INSTALLED OUTSIDE OR EXPOSED TO WEATHER SHALL BE NEMA TYPE 3R. 4. MINIMUM WIRE SIZE SHALL BE 014 COPPER S. ALL CONDUCTORS ARE TO BE COPPER TYPE THEN, UNLESS OTHERWISE NOTED, 6, CONNECT GROUNDING ELECTRODE CONDUCTOR TO 5/0" X 8 GROUND ROD AND NEAREST COPPER WATER LINE (COLD). T. ALL 12OV, I PHASE 20A. BATHROOM, GARAGE AND EXTERIOR RECEPTACLWS, SHALL HAVE GROUND FAULT INTERRUPTER G.F.I.) PROTECTION WITH EXTERIOR RECEPTACLES OF THE WATERPRROF TYPE ELECTRICAL CONTACTOR MAY INSTALL INDIVIDUAL (G.F.I.) INLIEU OF (GFU BREAKER WITH SEPARATE CIRCUIT. S. SWITCHES SHALL BE OF STANDARD GRADE OF SILENT TYPE 48" A.F.F. 9. RECEPTACLES SHALL BE ISA AND 120 V OFF THE GROUND TYPE 16" A.F.F. UNLESS OTHERWISE SPECIFIED. 10. THE ELECTRICAL CONTRACTOR IS TO SIZE MOST BRANCH CIRCUITS + A MAXIMUM VOLTAGE DROP OF 3% IS PERMITTED, 11. THE ELECTRICAL CONTRACTOR IS TO ARRANGE FOR TELEPHONE SERVICE AND TELEPHONE WIRING. COORDINATE WITH THE TELEPHONE COMPANY UNLESS OTHERWISE SPECIFIED. 12. BRANCH CIRCUITS SHALL BE IN THIN WALL CONDUIT OR APPROVED ROMEX. 13. LIGHTING FIXTURES SHALL BE SELECTED BY OWNER AND CONTRACTOR INSTALLED 14, SMOKE ALARMS SHALL BE DIRECT WIRED 120v U.L. 21T APPROVED TYPE WITH AUDIBLE ALARM INSTALLED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS AND LISTING WITH BATTERY BACKUP. 15, ALL ELECTRICAL DEVICES SHALL BE SMOOTH TYPE, COLOR WHITE, UNLESS OTHERWISE SPECIFIED, 16.ALL MECHANICAL EQUIPMENT SHALL BE PROTECTED BY OVERCURRENT DEVICES OFTHR TYPE AND RATING PER MANUFACTURER NAMEPLATE SPECIFICATIONS, It THE ELECTRICAL CONTRACTOR IS TO COORDINATE WITH OTHER TRADES TO MAKE CERTAIN THAT ALL AIR-CONDITIONING POWER AND CONTROL WIRING AND CONDUITS ARE IN THE BID. 18. EXHAUST FANS IN BATHROOMS (IF USED) SHALL BE RATED AT I CFM/SF OF VENTILATED FLOOR AREA. IS. ALL FAN VENTING AND ROOF PENETRATIONS SHALL BE BY MECHANICAL CONTRACTOR, 20. ELECTRICAL CONTRACTOR IS TO COORDINATE ALL SERVICE REQUIREMENTS WITH THE POWER COMPANY, BEFORE BIDDING, TO BE CERTAIN THAT ALL WORK NECESSARY TO MEET POWER COMPANY SPECIFICATIONS IS IN THE BID. 21. PROVIDE PRE -WIRED T.V. OUTLETS (FOR GABLE, ANTENNA IN ATTIC, OR SATELLLITE) AS SHOWN PER CONTRACT. 22. ELECTRIC FIXTURES / TRIM AND APPLIANCES SHALL BE U.L. APPROVED AS PER CONTRACT. 23, PROVIDE NON -FUSIBLE GENERAL DUTY SAFETY SWITCHES AT A/C EQUIPMENT AND AT PUMPS NOT VISIBLE FROM CIRCUIT BREAKER AND AS PER MANUFACTURER'S RECOMMENDATIONS. 24. OUTDOOR LANDSCAPE LIGHTING AND JUNCTION BOXES TO BE COORDINATED WITH LANDSCAPE CONSULTANT/COMPANY. (VERIFY W/ OWNER.) 29. STEREO PRE -WIRE; SPEAKERS, UNIT, ETC. TO BE COORDINATED WITH AUDIO/VISUAL CONSULTANT/COMPANY. (VERIFY WITH OWNER) 26. ALL CENTRAL VACUUM INLET PORT LOCATIONS TO BE COORDINATED AND APPROVED BY OWNER PRIOR TO INSTALLATION. (VERIFY W/ OWNER.) 2-1. ROUTE THE CONCRETE AS REQUIRED FOR FLOOR OUTLETS VERIFY DEPTHS W/ STRUCTURAL ENGINEER BEFORE COMMENCING (IF REQUIRED.) 28. PROVIDE A NEW COMPLETE TYPEWRITTEN DIRECTORY FOR EACH PANEL 29. REMOVE AND CAP OFF ELECTRICAL INSTALLATOIN ASSOCIATED WITH THE REMOVAL OF PARTITIONS AND CEILINGS. (IF REQ.) 30, DIMMERS TO BE SINGLE POLED WITH PRESET DIMMER. 31. ALL RECEPTACLES, SWITCHES, TV. PHONE, ETC. LOCATIONS ARE SUBJECT TO CHANGE IN THE FIELD DUE TO CODE ISSUES. ELECTRICAL CONTRACTOR MUST FOLLOW ALL CITY, COUNTY, STATE, AND NATIONAL CODES OVER THE DESIGNED DRAWINGS. AS GUILTS CAN BE SUPPLIED IF REQUIRED. DRAWINGS SUGGEST LAYOUT ACCORDING TO CODE AND TO BE APPROVED BY GOVERNING MUNICIPALITY DURING THE PERMITTING PROCESS. 32 ALL RECEPTACLES TO BE 6'-0" O.C. FROM ALL OPENINGS, AND 12'-0" O.C. FROM RECPT. TO RECEPT. ALL RECEPT, 2' O.G. AT KITCHEN COUNTER. 33. ELECTRICALS CONTRACTOR SHALL VERIFY DESIGNERS ELECTRICAL LAYOUT AND CALCS. PRIOR TO CONSTRUCTION AND REPORT ANY DISCREPANCIES IN WRITING. ALL NEW 125 VOLT, 15 AND 20 AMP RECEPTACLES IN ALL AREAS SPECIFIED IN NEC 2014, SHALL USE LISTED TAMPER - RESISTANT RECEPTACLES, AIR COND. EQUIP. SHALL SE INSTALLED ACCORDING TO THE MAN, SPECS., INSTALLATION INSTRUCTIONS AND NEC. CIRCUIT PROTECTION IS REQ. TO COMPLY W/ NEC 2014 CONDUCTOR SIZES SHALL COMPLY WITH NEC 2014 THE SERVICE AND PANEL SHALL HAVE THE CAPACITY TO SERVE THE NEW LOAD PER NEC 2014 ALL EQUIPMENT SHALL BE LISTED AND LABELED PER NEC 2014. FOR NEW INSTALLATIONS, A GFCI RECEPTACLE IS REQUIRED AT THE CONDENSER PER NEC 2014 THE CORRECT SIZE CIRCUIT BREAKER AND WIRE SHALL BE VERIFIED IN FIELD. SIMULTANEOUS DISC. FOR MULTI WIRE CIRCUITS. GROUPING OF MULTI WIRE CIRCUITS IN PANEL. COMBINATION ARC -FAULT PROTECTION. RECEPTACLE SPACING REQUIRED. GROUNDING AND BONDING. INTERSYSTEM BONDING TERMINATION. TAMPER RESISTENT RECEPTACLES. NOTE: LOCATE TV AND PEON£ OUTLETS IN THE FIELD. 300 AMP METER 2" SCHD 40- PVC UNDERGROUND BY UTILITY COMPANY notes: I. minimum 15% of fixtures to be energy effeclenl. 2. Colllitg fan boxes to hold maximum TOIb weight.. 3. All cireult except for porch circuits to AFGI. protected. ELECTRICAL LEGEND ELECTRICAL COUNT SYMBOL ceiling fan 5 bladed 01 4 O ceiling fan globe 01 led 3 can light flinch led 14 0 ceiling dish round 1 O fluorescent light 1 x 4 led 1 pendant cone led 2 0 electrical panel 1 LAN connection 2 cable tv outlet 5 Qry chime 1 doorbell pushbutton 1 0 fan 50 CFM 1 50 CFM fan 90 CFM 1 90 CFM light 2 outlet 19 outlet 220v 2 3(2/0) C.U. IN 2" CONDUIT (200 AMP) 200 AMP ELEC. PANEL MAIN CIRCUIT BREAKER ALL COPPER WIRING BONDING #4 BARE COPPER WIRE TO x 2 5/8" GALV. ROD + COLD WATER PIPE C.W P ND FOUNDATION REBAR �TO 5/8' DIA 20' ELECTRICAL RISER DIAGRAM FLEc. ELECTRICAL PLAN SCALE: 1/4" - 1'0" COVERED " ENTRY 9'0° CEILIW. : AREA TABS A/C LIVING AREA: 1562 50 FT REAR COVERED PATIO: 515 5Q FT COVERED ENTR) : 60 SQ FT TOTAL AREA: 2140 SQ FT 0 0' wo � n VW K Ito L 0 �r+ M cf 0' w y w m p Z 0 wi i --I O • Q LL O) w Ooaw VJ 00 co 0 N v, Wwp W �My1 W oaow to W d to J UZKOO ��Wx W m� zwxW 0>Om Q w0zD V Iun'„ "IIuwI �i N 0, .......... N - W n o o:Z= N WELL PUMP W/DISC, E V.L.O.J. 220 v W/D c. REVIEWED FUk CODE COMPLIANCE. ST. LUCIE COUNTY BOCC to O LUM M dpwC7 n LL W WOf W�U ��Wca� OwW ¢WaN 0 0WiD Z LL t0 3 O 0 tV I 1 N z � > W Q l-41 r zQ(P ILI u (V� v —X a fYxw— �:3 U O N ul uU U F- (L 11t JOB* 20-023 SHEET E— 1 52-00-00 0 0 0 0 0 0 0 0 0 0 Co 0 0 0 0 0 0 0 7-00-00 0 0 0 0 0 0 0 0 0 L a � 9 9 �9 ��9 �9 9� 9 7-00-00 O O O O 0 0 O O 0 O 0 O O 0 O C) 0 C) N N N CV N N N N CV CV CV N N N N CV CN N Builders FirstSource 1602 INDUSTRIAL PARK DR PLANT CITY FL Phone: (813) 759-5922 Fax: (813) 752-1532 http://www.bldr.com General Notes: - Per ANSI/TPI 1-2007 all " Truss to Wall" connections are the responsibility of the Building Designer, not the Truss Manufacturer. - Dimensions are Feet -Inches- Sixteenths. - Trusses are to be 24" o.c. unless noted otherwise (U.N.O.) - Trusses are not designed to support brick U.N.O. - Do not cut or modify trusses without first contacting Builders FirstSource. - Immediately contact Builders FirstSource if trusses are damaged. Connection Notes: - All hangers are to be Simpson or equivalent U.N.O. - Use Manufacturer's specifications for all hanger connections U.N.O. - Use 10d x 1 1/2" Nails in hanger connections to single ply roof girder trusses. Floor Truss Notes: - Shift truss as required to avoid plumbing traps. - Installation Contractor and/or Field Supervisor are to verify all dimensions, trap locations, and options prior to installation Dimension Notes: - Drawing not to scale. Do not scale dimensions CASH TONY CONANT KE N NY N EY CO. Lot-9620 CARLTON RD MODEL: DEBUS RES REVIEWED FU CODE CQMPLIANCL ST. LUCIE COUNTY CiCC Designed By: LUIS C Layout: DEBUS RES Date: 10/02/20 Revision History: Rev1: [???] Rev2: [???] Rev3: [???] Norman D. Cabrera Florida PE #74093 R A'0"Wed for design intent. Comments:"" SCALE: 1/8" = 1' -0" SHEET i of 1