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HomeMy WebLinkAboutBuilding Plan#5 DIA REBAR 0 4b" 0/0 VERT. r- II TIN II I�R��II III 111=1 - - II I@ a 7i_II i - lll;n��rnn BARS ONLY AS FEW. SEE Ea. EG. CONT.REBAR SEE FOOTING SCHEDULE SEE 5CHEO. EVISE BAR5 ALWAYS REMIAN 5PACE OTHERS EQUALLY 8CONT. ISOLATED SPREAD 145 DIA CONTIN 5" MIN CLEAR i-4"GONG. SLAB PROVIDE 1/ 5 FXPAN51ON JOINT MATERIAL ` ' Sg FOOTING %HEDULE SFE SGHED,, „wl, a76E BARS ALWAY5 �- - REMIAN. SPACE OTHER5 EQUALLY F2 COIV i . ISOLATED SPREAD @ CRAWL SPACE b2" b"xb" THICKENED FDAF WA-#5 DIA `F3 CONT. ISOLATED SPREAD @ FOYER STEP SEE PLAN FOR ACTUAL NO. $ DIM OF RI5ER5 AND TREADS #3 NO51N6 E PLA TYPICAL (2) LAYERS 6x6 �- h11.4xW1.4PLAN W W it 1 •y' #4 BARS IT,0 46" O/C • 1 1 IONT. . 1=0071NG SEE SCIDULE F5 TYP. CONC. STAIR DETAIL Al \`> , i' �\ n F5 CARRY ALL FILLED / k ELL5 DOWN TO FOOTING TYP. F \ \ b �/\� a G2 2 G2 / b" THICK x 12" EXTENDED a 6.01 EACH0 C\ FI CURVED GANVEER PORCH -� /� / ry G3 MAX. 12" TRD5 \ \ \ GENERAL CONTRACTOOk "I-O FIELD VERIFY \ �.:: \a \ L7I G2 / FINAL NUMBER OF STEPS U /P TO FINAL \ \ FINISH FLOOR HEIGHT. \ \ \ �F /I / I G3 r F3 If h �w \ \, \ ! I I f I � \ G2 to 9 VERIFY ALL 5LA6 I rt,Q \ �G BEFORE CONSTRUCTION �+ \ F 02 4° THICK 2500 P51 (MIW POURED CONCRETE SLAB (OK ¢" EQUAL) OVER bxbxlO/10 W.W.M. OVER APPROVED \ VAPOR BARRIER AND WELL COMPACTED (TO 95 0 I GLEAN AND TERMITE TREATED SAND FILL / \� °j G2 NOTE: — 1 ✓ J G2 ALL CONCRETE BLOCK TYPES 51 L BE INSTALLED AS NOTED. FI \\ \ \ NOTE: NOTE TO BUILDER: - ALL CONCRETE BLOCK SHALL \ \\ \ BE INSTALLED AS NOTED. BUILDER SHALL COMPLY K N Ft..: I >, G.G. SHALL VERIFY ALL \ Q I F I SECTION R404.I.1 FOR STEM WALL I HEI6H75 dy I CONSTRUCTION -_I 0ON5TRUCTION __--_ f-LUM61W F1X'fURE5 -- -- -= •, \ NOTE TO BUILDER: I 5HOWN FOR-----4� BUILDER SHALL REFER TO REFERENCE ONLY F \ I I 6EO-TECH. REPORT FOR G2 ADDITIONAL 517E PREPARA710iv = PRIOR TO 5TARTIN6 FOUNDATIOI, J :rr1ADEO CELLS INDICATE v I I PLAN..:..;w ok iIRE'[26" NUN#5 DIA VERT. e��. 4b" O.G. MAX FROM SLAB I I DOWN TO FTT&. �THRU-�: F \\ 1 F I --------------- G2 G2 i FfOUND'Al ION Hi_ N 5C --V, E : 1/4" . ,:-O' s EHIVi'.TE TREATMENT REQUIRED COLUMN SCHEDULE h1ARl 31%t TYi'r ✓E5GRIPTlON bxb CELL CONE. ELK. W/1 FULLY 6ROUTED CELL WI-#5 VERT. EA. CELL a b'-0" O/C OR AS LOCATED ON PLAN .-- 4x16 BLOCK GONG. ELK, Wt2 FULLY 69OUTED CELLS W/I-#5 PERT. EA. CELL _ bx12 6LOGK RINKER Y-529OR EQUAL COW, &LOCK FULLY GROUTED W/2-05 DIA VERT. G-^ _ _ bxb - ELOGK CONC. ELK. K/ ULLY 6ROUIED W/2-#5 VERT. I BAR EACH INSIDE IlOUTSIDE FACE SMART VENT ADDED BACK IN 5EE FLOOR PLAN SHEET A-2 I revisions no. CL 5" X 5" CLEAR UNOB5TWk,TED SEE PLAN FOR BAR 512E AND REV #1 6/I6/IS ORDI N6 SPACING OF 5000 PSI 6RCUT REMOVE OVERHO OR CELL. PROVIDE GLEANOUT REV #2 61.22115 AT BOTTOM TO ENSURE PROPER ADDED BACK SMARTVENT �FILLED FILL. ADD WEEP HOLES AT 1/5 AND 2/5 OF SPAN HOOK REINF. BAR 12" AT TOP AND BOTTOM I" b" x b" x 16" CONCRETE MASONRY UNITS W/ TYPE °M" MORTAR w o drawnFAR4" CONCRETE SLAB PV bxb 010/10 m VELDED WIRE MESH ON GLEAN c.heckea PAR COMPACTED FILL date 5/4/!5 soale 1/,' = 1'-0^ NN.a) j�.... N ........ --------- � FOUNDATION job no. 1:a-001 . MOR �� VAPOR BARRIER TYP. GROUT FILLED MASONRY CELL DETAIL &L. TO VERIFY ALL FOUNDATION DIMENSIONS AND FINISH FLOOR HEIGHT WITH SURVEY INFO BEFORE CONSTRUCTION NOTE: 6.C. TO VERIFY SOIL BEARING CAPACITY FOR FOOTING TYPES SPECIFIED WITH A 6EO-TECHNICAL REPORT FROM A FLOIRDA LICENSED ISEOTECHNIGAL ENGINEER BEFORE CONSTRUCTION NOTE: 6.0. TO VERIFY ELEVATIONS WITH 5URVLY AND ADJUST ACCORDINGLY IF NECESSARY BEFORE CONSTRUCTION. DO NOT EXGEEte7 MAX BUILDING HT. ALLOWED BY LOCAL CODE'S. NOTE: WEATHERING AREA PER TABLE 50I. (I) PEATHERIN6: NE61-161BLE TERMITE: VERY HEAVY NOTE TO BUILDER: MASON: EXACT MASONRY OPENING 51ZE5 ARE TO BE OBTAINED FROM BUILDER BEFORE CONSTRUCTION DIE TO VARYIN6 MANUFACTURER M.O.'s. BEE FLOOR PLAN FOR WINDOW PLACEMENT AND LABELING. NOTE TO BUILDER: NOTE TO BUILDER: — VERIFY ALL DIMEN51ON5 AND ANISLE5 ALL MASONRY RETAINING WALL5 5HOMKTH51TE SURVEY SHALL BE GROUTED SOLID BELOW INFORMATION BEFORE CONSTRUCTION SLAB LEVEL #5 DIA REBAR 0 46° O/G VERT. 4P REINF 0 12" O.G. EXTENDED INTO MAIN SLAB 36" MIN. IDE #3 TEMP BARS 0 12" O.G. WIRE MESH CONT. :' IIV'11pYGRJL ". 1 BARS ONLY A� REQD. SEE EQ. EG. GONT.REBAR UT FOOTING 5GHEDJLE SEE SCHED. E96E BARS ALWAYS REMIAN. SPACE OTHERS F4 EOUALLY CONT. ISOLATED SPREAD ° �i a 1-#S CONT. 5" MIN. COVER 10" 34 THICKENED EDGE # I _ FOOTING SCHEDULE DETAIL MARK SIZE (WxD) REINFORCING DECRIPTION NO. F-1 IB x 12 W/4 #5 CONT. (2 TOP ra 2 BTM) STEM WALL TYPE FI 57EM WALL F-2 Ib x 12 W/4 #5 CONT. (2 TOP 0 2 BTM) 0 STEP F2 STEM WALL F-5 IB x 12 W/4 #5 CONT. (2 TOP v'a 2 5TM) 0 STEP F3 STEM WALL TYPc F-4 lb x 12 VV4 #5 CONT. (2 TOP 0 2 5TM) 0 PRNT PORCH 5LAE CAN . F4 THICKENED EDGE TE-I 10' x DROP x CONT W/1#5 CONT AT DROP 34 RECEiI.""D JUN 2 61015 THE DE516N PROFE55IONAL A55UME5 NO LIABILITY FOR IMPROPER 5LOPE5, GRAD 5 OR MEASUREMENT5. ALL FIOURE5 TO BE VERIFIED BY A LICENSED GENERAL CONTRACTOR IN THE FIELD BEFORE CON57RUCTION. Shawn M. Stambaugh, PE FL. LTC. 61850 - C.A. 26210 UL z 1 0 U) Uj L1J Ljj 00 I_ Z cf.) PI.0jeL L UUANi-uM ENUN ERiNG ASSOCIATES INC. / 5� 0 S,. v 3 5"( Structural Engineering Cost Segregation 300 AVENUE OF CHAMPIONS PALM BEACH GARDENS, FL 33418 561.202.6994 FAX 561.296.2494 W W W.OEASSOCIATES.COM drawing FOUNi.AI ICON LAN sheet �-1 THE5E PLANS WNFORM TO FEY, - 2010 r revisions no. date 12" t 1ST FLOOR PLILkN SCALE: 1/4" = 1'-0' ALL WINDOWS AND DOORS ON TH15 RESIDENCE SHALL BE IMPACT RESISTANT ARTS AT MODEL 1540-521 ITS (200 5.F) C-R 5222.2 WALL W/R-11 MIN BATT5. 345E ISLA-% 601-12 OVER AP OVERI41/52" THK EXT M SECIIRRED TO 5TUD5 U51N5 .E FOR EXTERIOR WALL5 METAL AN5LE- ATTACH rO TRV66 H/ R-50 INSULATION SORE16AT 12" O.G. TRIES � HOrTOM CHORD PLYWOOD 112". 14. DECOR. TRIM 140"INS eATTIC ACCESS SECTION A2 SCALE 1-112" = P-O" OR WOOD STUDS III 24" O/C O FIN15HED CEILING - SEE TYP. WALL SECTION CONT. 25 6A16E METAL TRACKS TOP d BOTTOM 25 GAUGE CHANNEL SHAPED STUDS 24" O/C W/I FULL LENGTH LAYER OF I/2"TYPE GYPSUM WALLBOARD APPLIED VERTICALLY E ATTACHED W/ I" LONG BUGLE HEAD SCREWS TO EACH 51DE If 12" O/C CONC. FLOOR SLAB TYPICAL INTERIOR PARTITION A2 SCALE 314' = 1'-0' NOTE: ENGINEERED UNIT MA50WY L6M TO DE516N WALL5, BEAM5 4 COLUMN5 INSTEAD OF PRESCRIPTIVE CODE LETTER TO INDICATE WHICH LINTEL TD USE SEE CASTCRETE SCHEDULES PROVIDED LETTER TO INDICATE LINTEL l I =' SIZE. SEE BOND BEAM / SCHEDULE PROVIDED NOTE: RATIONAL ANALYSIS WAS U5ED TO MAIN THE FOOTING INSTEAD OF PRESCRIPTIVE CODE. ATTIC VENT CALCULATIONS CEILINS AREA RATIO TOTAL NET FREE VENTILATING AREA 1,309 SO. FT IA50 6.72 W. FT. OR LEE 52.36' MIN OF 2" HIDE SOFFIT VENTIN6 OR USE VENTILATED ALUMIN SOFFIT n#W-OUr CALCULATIONS FIRST FLOOR A/C 102b.0 5.F. TOTAL U/A 1028.0 S.F. FRONT PORCH 45A S.F. 601-17CART 61.0 S.F. TOTAL FOOTAGE 1,t4.0 S.F. THE DEVON PROFE55IONAL A55UME5 NO LIABILITY FOR IMPROPER 5LOPE5, 6RADE5 OR MEASUREMENT5. ALL FIGURES TO BE VERIFIED BY A LICENSED GENERAL CONTRACTOR IN THE FIELD BEFORE CON5TRUCTION. REV #1 6116115 REMOVE OVERHO OR REV #2 6122115 ADDED BACK 51-fARTVENT drawn PAR Checked PAR date 514115 scale 1/4" = 1'-O" N.N.0) job n o . 15-001 . MOR Shawn M. Stambaugh, PE FL. UC. 51850 - C.A. 26210 z 0 ( C.0 � { ao per° 0 1 q --J Z project QUANTUM ENGINEERING ASSOCIATES INC. Structural Engineering O COS/ Segregation 300 AVENUE OF CHAMPIONS PALM BEACH GARDENS, FL 33418 561.202.6994 FAX 561.296.2494 W W W.QEASSOCIATES.COM drawing FL.00R PLAN sheet A-2 GONG. COLUMN NEATNER STRIPPING BY DOOR MAW.. DOOR 6ALV. STL. VERT. TRACK 8Y MAW. FASTENED TO TRACK BRACKETS W/ 1/4'-20x1/2' GARRIA6E 776ARA6E BOLTS t LOCK Mn5 6ALV. STL. TRACK BRACKETS FASTENED TO WOOD IAMB W/ 3Abkl-1/4' LA& 5GREI,6 2yh P.T. ATTACHED TO MAWS METHOD OF COL" W/ 1t2' AD. ATTAGI43YT SRALL 0 2'-0" O/G VERT. PREVAIL. Iv N 9AW0Trm (6" MAX FROM ENDS) WCOM .LM INSTIWT10 es JAMB DETAIL (GARAGE DOOR) \_ALL EXTERIOR CEILINS MATERIAL TO BE HY-RIB LAT14E AND STUCCO FASTENERS AT 24" O.G., EITHER I-3/4" MIN EMBEDMENT ROOFIN6 NAILS WITH 1/63 5HANK AND 3/b" HEADS OR STAPLES WITH 1-3/4" MIN EMBEDMENT LE6,5 4 1/16' (I6 6AI5E) EXT. PORCH CLG DET. #1 i �- GONG. OR MASONRY DRYWALL BOARD i P.T. BUCK SE7 W 5EALANT AND SECURED W! 3-114" x 114' (MIN) 1�0 0 ° o .. TAPCONS AT e" C/C. DOOR TRIM ` — DOOR FRAME - - FASTEN TO BUCK YU (2) * 6ALV. x 2" 5CREW5 a 2'-0" O/C ----...---------- DOOR TRIM ---- PERIMETER GrviLKING �_- ------_..._---- STUCCO FINISH HEAD/JAMB DETAIL (DOOR) ILI LEFT ELEVATION SCALE: 1/4" = 1'-0" 10 12 13 2&'X 260RA. 28'X 26'R.O. 3b'X 63"RO. 24'X 24"R.O. DP -49.15 DP -49.15 DP -4b54 DP -61.40 + 45b6 + 45,56 +44b5 +45.66 ICJ � -..—.. O 504X I61R.O. 308X 16"RO. 30'X IWRO. DP -61.40 DP -44.15 DP -49.15 +4586 +4586 +45h6 FIGHT ELEVATION SCALE: 1/4" = 1'-0" 36"X 63" R.O. DP - 46 54 +44A5 IBOVE FLOOR y FLSrc9ir h( BASE. ELEV.: 0.0' MEAN t5fRAGE 450'FzAN 6RADE N.A.VD. &t. SHINGLE RQC4""INb Yl'r'. - -- - ABOVE FLOOR _ TEXTURRED CENEWITIW5 FINbh — -- OVER CW WALL5- TYR 4' HIDE RAI5ED -- SMOOTH STUCCO BANDING ALL AROUND cv. hI BASE. ELEV.: nA - MEAN 6RADt O DELETED I 450 GRADE N.A.VD. OANTIL. ;,ZN.. SLAB v : n°ri= %° DOOR MRE5NOLO SET IN BED OF CAULK 6 FASTENED TO SILL W #B x 1 112" 5CREW5 0 IB" O/C PERIMETER CAULKING FLOOR COVERING CONC. FLOOR 5LAB PERIMETER CAULKING CONCRETE SLAB SILL DETAIL (DOOR) HEAD DETAIL 1x3 P.T. BXK SET IN SEALANT AND NAILED WI-1/2' CASE HARDENED COIL NAIL5 AT 12' O/C. MAX. DRYWALL BOARD CAULKING ALUMINUM FRAME FASTEN THRU BUCK W/ 3/16"x31140 TAPGON SCREF5 0 12" O/C PERIMETER CAULKING 5TU000 FIN15H ALUMINUM FRAME FASTEN THRU BUCK Wt 3/76"x3 114' TAPCON SCREWS ® 12" 0/G PERIMETER CAULKING STUCCO FINISH CONC. OR MASONRY Ix3 P.T. BUCK 5ET IN SEALANT AND NAILED W I-112" CASE HARDENED COIL NAIL5 AT 12" 01C. MAX. DRYWALL BOARD CAULKING JAMB DETAIL (WINDOW) ALUMINUM FRAME SECURE FRAME TO SILL WITH SILICONE n o, o, Oo .fl Qog'O Qo PRECAST OR POURED SILL PERIMETER GAULKIN6 SILL DETAIL (WINDOW) 1 nuW('III�������IIII 1II� i FRONPLEFT 5CALE : 1/4' = 1'-0" 38'X 39' RO. +4586 ELEVATION NOTE TO 6.0, NOT: TO BUILDER: 6.0. 5HALL A55UMF RE5PON51BILTY FOR ALL VERIFY BASE ELEVATION oR FLOOD MA5ONRY/ROU6H OPENING SIZES AND SHALL VERIFY PLAIN MAX HEIGHT WITH WITH PRODUCT 5PEC.'5 BEFORE CONSTRUCTON. PROFESSIONAL LAND SURVEYOR BEFORE CONSTRUCTION. NOT: TO BUILDER: CONTRACTOR TO VERIFY ALL MASONRY OPENING BEFORE CONSTUGTION. DP -41bb DP -46.54 OP -4654 DP -46.41 +45.19 +44.65 +44.65 +4258 FRONT/RIGHT ELEVATION 50ALE : 1/4" = I'-0" `,ROVE FLOOR eY FLOOD HT ELEV.: 6.0' _MEAN GRAD 450' MEAN GRADE N.A.VD. ROOFING TYR BOVE F:LOQRlv V AIDE RA15ED SMOOTH 57000O BANDIN6 ALL AROUND 4" HIDE RA15ED SMOOTH STUCCO BANDING ALL AROUND EXTURRED CEMENTITIOUS FINISH NER GMU HAU.5- TYR revisions no. date REV #1 6116115 REMOVE OVERHO OR drawn PAR checked PAR date 5/413 scale 114" = 1'-0" N.N.0) job no. 15.001. MOR w Shawn M. Stambaugh, PE FL. LIC. 61850 — C.A. 26210 w W Q V1 W O LL zzz z W J0 LnU w 00 CD u) W W U ® 00 0 W J F— J Z U) project QUQ-EA IC. Structural Engineering COS/ Segregation O' FLOODHT 300 AVENUE OF CHAMPIONS ELEV.: 6.0' PALM BEACH GARDENS, FL 33418 561.202.6994 MEAN GRADE FAX 561.296.2494 —450'MEAN - W W W.QE NSSOCIATES.COM RARE N.A.VD. drawing ELEVATIONS THE DEVON PROFE55IONAL A55UME5 NO LIABILITY FOR IMPROPER 5LOPE5, GRADE5 OR MEA5UREMENT5. ALL FIGURE5 TO BE VERIFIED BY A LICEN5ED GENERAL CONTRACTOR IN THE FIELD BEFORE CON5TRUCTION. sheet A-3 a- THESE PLAN5 CONFORM TO FBC - 2010 revisions no. date 0 J eRAIL DETAIL A4 COVER ALL CONDITIONS FLR HANDRAIL SOUTHERN Y. PINE #1 TYPICAL n PICAL n— I-1/Jb"xI-1/16° PICKET — SOUTHERN Y. PINE #1 SPACED TO REJECT v A 4" SPHERE (Fb = 1150 P90 TYPICAL m #12x3" WD. SCREH5 TOP 4 - BTM. TYP. FRE-ENGINEERED ROOF TRU55 CONCRETE LINTEL. SEE BEAM SCHEDULE _.. ZER FOR WALL MOUNT HANDRAIL DETAIL Tm �� #12x5" NO. 5CREW5 TOP 4 to BTM. o 16" 0/0 (ONLY APPLIES TO CONNECTION TO RID. FRAMING. DOES WOOD FRAMING NOT APPLY TO STAIRS @6OVERGUARDRAIL.. DETAIL_ ALL 6C NUJTIU #12x5" WO. 5GREW5 TOP 4 BTM. TYP.— GONNEG'(iON TO WOOD 5TAIR5 1/4" THK xb"x12" 5TL PLATE WELDEV "CO TOF LEFT AND -TOP RIGHT SIDES OF 5TL ANGLE BOX. SECURE WI(2)5/8" PIA) W.A. a 8" O.G. INTO EACH PLATE. 4" MIN EMBED TYP. - ----THRU-0UT 1/4" "rHKx2"x2" 5% ANGLE YIELDED INTO BOX SHAPE ADD DIA60NAL5 - I EACH 51DE -_ PAINT ALL 5URFAGE5 FOR RUST PREVENTION i -I/4` 7HK 5TL CENTER RIB 1/4° T-t 51L BASE BOLTED TO YdAt.l.. (5/8" DIA) W.A. 12° D.G. (5 MIN) SIZE GF BASE TO BE DETERMINED BY 6.6. TYI') A/C SUPPORT DETAIL A4 Pr 2X2 MIN CONTIN BATTEN W/5/16" X 1-1/4" EMBWMT TAPCON5 O 24" O.G. SEE WALL SECPUN NAL5 0.12 DIA. SHANK 5/B" Dln HEAD 1-1/2" LON6 a 6" O.G. (WHITE) QUAD PANEL. ALUrWINYL VENTED SOFFIT "AMC" _ J-CHANNEL 0p155 THK ALUM W!r-NAiL a 12" U.G. TO G65 4 0 &A 1/4" 55 STAPLE W/ 118" MIN y- EMBEDMT a 24' O.G. TO PT 2X2 BATTEN. (MIN) TYP SOFFIT ATTACHMENT DETAIL A4 OPTIONAL 8°x8" FILLED CELLS SEE PLAN AND COLUMN SCHEDULE FOR REINF. MASONRY WALL BREAK AWAY SIDE OF MA50NRY COLUMN FOR CONTINUOUS POUR PROVIDE 6" MIN. PENETRATION EA. END 4 TIED TO VERT. REINE FOUNDATION OR - INTERMEDIATE BEAM FILL COLUMN3 AND LINTEL SOLID W 6ROUr _ T.OBB #3 VERT. TIE5 ONLY A5 REQD. SEE LINTEL SCHEDULE HIGH 5TREN6TH PRECAST LINTEL W/REINFORCIN6 AS READ. SEE LINTEL SCHEDULE COLUMNS BEYOND 50 FOUNDATION PLAN TYP TYPICAL DETAIL LINTEL A4 AT OPENING 4 OFENIN65 <= 6'-0": PROVIDE 81X8" MIN. BOND BEAM COURSE W 1-05 MID. OR 8'X8' MIN. FORMED MASONRY CON,. SILL W/ 2415 OPENING MID. OPENINGS > b'-O": PROVIDE 8'X8" MIN. BOND BEAM COURSE W/ 245 MID. OR 8'X8' MIN. FORMED LONG. SILL W/ 2-#5 1 MID. 1. PROVIDE 8°x8" FILLED CELLS W/ 145 VERT. DOWEL W/ STD. AGI HOOK EA. END o 4'-0" 1- 0/6 WHEN OPENING EXCEEDS 4'-0" WIDE SILL REINF. AT MASONRY OPENINGS (TYP. 5/4' , 1'-0" 5-V-CRIMP 6ALV MTL ROOFIN6 OVER FEEL 4 STICK WATER PROOFING STICK DN SYSTEM OVER 1,1/32" EXT GRADE GDX PLYWD. FASTEN ROOF PER. MANUFACT. SPECIFICATIONS FOR 110 MPH WIND PER F.B.C. 2010 EDITION (5EE DIAPHRAGM 5GHEPULE FOR NAILIN6 PATTERN ON K020 EXT 6RADE SHEATHIN6. PRE-ENGINEERED ROOF TRU55E5 AT 24" C/O SERE TR155 BRALIN5 PLAN FOR ANCiORA6E 5,HEDULE AND DETAILS. 5EE ELEVATION5 FROM MAIN FLOOR CONTIN. 6ALV. MTL DRIP OVER 2xb WOOD FASCIA ON TRUSSES. Ili VINYL COVERED FASCIA AND VINYL VENTILATED SOFFIT. TYPICAL BOND BEAM. REFER TO FLOOR PLAN FOR BEAM SCHEDULE. CORNER BARS MIN LAP 25" 5/8° 5TUGCO FIN15H (2 COAT5) OVER 8" CONC. BLOCK W/ (1) #5 BAR VERT. IN CONC. FILLED CELL A5 PER PLAN MIN LAP 50 DIAMETERS :La 12 5EE ELEV 8'x16" BOND BEAM (PER SCHEDULE) 8'x8" PRECAST LINTEL. (— — FILL COLUMNS 1 . AND LINTEL 50LID ! ` W/ 6ROUT 8"x8' FILLED p N {. CELLS W/1#5 VERT. (TYF) TYP TYPICAL DETAIL LINTEL- ON COLUMN R-50 BATT. INSULATION (SEE ENERGY GALC) 5/8" 6YP5UM BOARD APPLIED TO UNDERSIDE OF TRUSSES SEE FLOOR PLAN FOR VAULTED ARES STUCCO FINISH ON IN51DE OF 6ARAISE TYP. NOTE: 9102.5.1 MATERIALS. ALL GYPSUM BOARD MATERIALS AND ACCESSORIES 514ALL CONFORM TO A5TM G 36, 0 19, G 415, G 514, G 650, , 1151, G 160, C 1002, G 1041, C 11'11, G 1118, G 1218, C 1595 OR C 15% AND SHALL BE INSTALLED IN AOGORDANGE WITH THE PROVISIONS OF TH15 SECTION. ADHESIVES FOR THE INSTALLATION OF GYPSUM BOARD SHALL CONFORM TO A5TM G 551. LEI d:EJ STUCCO STOP AS REQUIRED BY I 4" THICK GONG. SLAB W1.4x1.4 WW.M: LOCAL BILD6 DEFARTMT AND PER AROUND PERIMETER OF ELD6. ON VAPOR F.B.C. 2010 b : �BARRIOR OVER GLEAN, WELL COMPACTED 5� PLAN TERMITE TREATED FILL. EEL FOR FIN FLOOR OF 6 I _ _ 9 T 1 'yG"n NOTE: ALL WALL AND GEILIN6 FINISHES SHALL HAVE A FLAME SPREAD CLASSIFICATION OF NOT GREATER THEN 200 A5 PER FBG R 2010 NOTE: INSULATION MATERIAL5, INGLUDIN6 FA,IN65, SUCH A5 VAPOR RETARDERS OR VAPOR PERMEABLE M45RANE5 INSTALLED WITHIN FLOOR-GEILIN6 ASSEMBLIES, ROOF -CEILING ASSEMBLIES, WALL A55EMBLIE5, CRAWL SPACES AND ATTICS SHALL HAVE A FLAME SPREAD INDEX NOT TO EXCEED 200 WITH AN ACGOMPANYIN5 SMOKE -DEVELOPED INDEX NOT TO EXCEED 450 WHEN TESTED IN ACCORDANCE WITH A5TM E 84. NOTE: EXPOSED ATTIC IN5ULATION. ALL EXPOSED INSULATION MATERIALS INSTALLED ON ATTIC FLOORS SHALL HAVE A CRITICAL RADIANT FLUX NOT LESS THAN 0.12 WATT PER SQUARE CENTIMETER. EXP05W FOAM PLASTIC INSULATION MATERIALS EXPOSED ON THE UNDERSIDE OF THE ROOF DECK OR ON THE ATTIC, WALLS SHALL COMPLY WITH SECTION R516 NOTE: R102.4.1 GENERAL. CERAMIC TILE SURFACES SHALL BE INSTALLED IN ACCORDANCE WITH ANSI A108.1, A108.4, A1085, A106.6, AI08.11, AII8.1, AII8.5, AI36.1 AND AI51.1. R102.4.2 CEMENT, FIBER -CEMENT AND SLA55 MAT GYPSUM BACKERS. CEMENT, FIBER -CEMENT OR 6LA% MAT 6YPSUM BACKERS IN COMPLIANCE WITH ASTM G 1288, C 1525 OR G 1118 AND INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND 5HOWER AREAS AND WALL PANELS IN 5HOWER AREAS. USE FIBER CEMENT TYPICAL WHERE FIBER&LA55 PREFAB UNITS ARE NOT INSTALLED. TYPIC.AL. `iJ : ... ;� y WALL E-C."FION THE DE516N PROFE55IONAL A55UME5 NO LIABILITY FOR IMPROPER 5LOPE5, GRADES OR MEA5UREMENT5. ALL FIGURES TO BE VERIFIED BY A LICENSED GENERAL CONTRACTOR IN THE FIELD BEFORE CONSTRUCTION. drawn PAR checked PAR date 5/4/15 scale 114" = P-0" ARCO) job no. I5-001 . NOR Shawn M. Stambaugh, PE FL. UC. 61850 - C.A. 26210 ��T; F -4 W d y z >- z 0 U U) w 0 LIJ -� Z protect im QUANTUM ENGINEERING ASSOCIATES INC. Structural Engineering Cost Segregation 300 AVENUE OF CHAMPIONS PALM BEACH GARDENS, FL 33418 561.202.6994 FAX 561.296.2494 W W W.QEASSOCIATES.COM drawing E C T 10 INS DETAILS sheet A-4 THESE PLANS CONFORM TO FEZ - 2010 revisions no. date 6" PRECA5T 4 PRESTRESSED U-LINTEL5 GRAVITY 'ca acit �� __ LE NGp1 `-_ TYPE 8U8 BFB-OB BF12-OB BF16-OB V20-)6 BF24-OB BF28-� &M-OB BFB-iB BF12-iB OFIS-18 SF20-18 8F24-111 OF28-iB 8F32-tB (A) ----- Y-i0' (34) PRECAST 2302 3166 4473 8039 7528 OM 10472 11936 3166 4473 6039 7528 9004 10472 11938 (B) 3'-6" (42`) PRECAST 2302 3138 3377 4689 6WI 730 8830 9947 3166 M73 8039 7526 9004 10472 11936 (C) ----- - 4'-0` (48) PRECAST 2029 2325 4438 5410 7 2848 4473 4473 8039 No 7528 9004 047 10472 11935 (p) 4'-6" (54") PRECAST 1651 1707 1913 2657 NO 4149 4898 5644 2170 4027 SOJ9 7526 9004 10472 9668 (E) _ 5`-4" 6$) PRECAST- - ( 1184 1223 1301 IBM 2317 2826 3536 3548 1665 2689 5057 ON6 5400 5424 7450 (F) 5'-10" (10) PRECAST .- 972 1000 1059 1474 1889 2304 2721 3137 2464 4/44 5455 4437 5200 6122 (G) 6'-6" (78") PRECAST — 937 1255 1101 3263 2746 3358 7134 2436 8 3971 4585 1255 2101 3396 5260 805 SW (H) 7'-6" (90) PRECAST 767 1029 1675 2610 1994 1029 1675 2810 3039 8813 6613 5047 5047 (�) (K) 9'-4" (112) PRECAST 10'-6` (126'} PRECAST 573 632 1212 1818 t210 14 127 768 768— 1212 1818 2544 3754 456 1122 2774 1328 1535 1025 1514 258t 3130 2404 t1'-4° (136) PRECAST 445 508 935 1854 2441 2074 75 598 935 1385 IM5 1854 3153 3155 4044 4044 12'-0" (144`") PREC051 414 545 854 1254 1659 Q074 2211 1570 1818 555 864 1254 1693 2832 3590 [(N)) .-_.__.__,.._.....__._ IS-4" (160) PRECAST 14'-0` (758") PREd du (- 362 427 726 1028 1331 1835 1224 1418 485 748 1076 1438 1855 230 2920 338 381 848 919 1190 1482 1087 1280 1003 13r _1714 2153 2666 (Q) 14°-8" (176) PRESTRESSED N.R. NR NR NR NR NR 2610 NR IR 465 765 1370 2045 3185 3765 (R) 15'-4 (184) PRESTRESSED N.R. NR NR NR NR MR NK NR 420 M 1250 210D 3410 (S) 77°--4" ('LOB) PNES""PRESSED N.R.I NR MR _.. -.. -. 530 950 1400 18DO 22DO 2WO (h _ 19'-4° (232) PRESTRESSED N.R. NR NR NR NR 1400 NR NR 400 750 1090 172D 20M r5" PRECAST 4 PRE5TRE55ED U-LINTEL5 TYPE LENGTH - ---- UPLIFT BFB-ii 8F12-iT 'ca acit ' - BF16-TT 8F20-tT BF24-ti BF28-tT Bi32-� LATERAL. 8U6 8F8 8F8-ZT 8F12-ZT W16-Zf 8F10-2T Zr W25-ZT (A) _:I_ Z-10`(34) PRECAST 2727 2978 4101 5332 6569 7311 2021 2021 Z727 2784 3981 5190 6407 76M 0857 (g) --__-_ 3'-S` (42) PRECh51' 2185 2289 3260 4237 5219 5204 -7192 1257 1257 2185 2215 3ITT 4125 5091 6081 7036 (C) 4'-0° (48) PRECAST.- .._ 1878 1989 2832 368D 4532 5387 6'245 938 938 1578 1925 2750 3583 4422 5254 8110 (p) 4'-6' (54) PRECAST - 1880 1762 2507 3257 4010 4787 5525 727 727 16B0 1705 2435 3171 1 3913 4658 5408 (E) 5'-4" (64) PRECAST 1393� 593 1454 1437 2110 2050 Z741 2670 3375 3293 40t0 3920 4848 4549 505 505 (F) 5'-itl` (70) PRECAST 1272* 1357 1930 2505 3054 1865 4247 418 418 1272 1315 1875 2441 3010 3583 4157 (G) --- 6'-6` (78) PRECAST 1141• 12DD 1733 2250 Z769 3290 J872 707 887 1141 1182 1634 2192 2703 3218 3732 (H) _ T-6` (90) PRECAST-�-OW 912 1475 19t4 2354 2797� 591 657 goo 1029 1466 1907 2351 2797 3245 (U) _ 9'-4" (112) PRECAST'- S01' 612 980 1209 158D 1852 2144 454 630 801 755 1192 1550 1910 2271 2634 (K) 10'-6" (126) PRECAST 718- 498 793 ID27 1281 1496 1731 396 493 718 611 1039 1389 1711 2034 2J58 (L) _ - 11'-4`(136) PRECAST 666' 439 696 899 1104 M1515 363 556 6W 535 � 1295 1595 1896 2198 (M) 12'-0' 144) PRECAST ( 8070 400 631 818 1001 1186 1572 340 494 631 486 818 1209 1514 1799 2086 (N) 13'-4°(160) PRECAST 500* 340 532 686 841 997 1153 302 398 573 409 682 1004 1367 1037 1897 (P) 14'-0"(168) PRECA51 4580 316 493 635 778 922 1065 286 360 548 378 629 922 1254 1567 1816 (Q) 14'-B'(176) PRESTRESSED 243 591 724 857 —74 N.R. 357 243 352 582 852 1156 1491 12 (R) _ 15'-4'(184) PRESTRESSED 228 278 430 553 677 801 925228 N.R. 327 ' 32g 542 791 1072 13BI 1676 (S) 17'-4°(208) PRESTRESSED 188 236 361 484 587 670 774 N.R. 255 TSB 276 440 649 874 1121 TWO (T) _ 19'-4'(232) PRESTRESSED 3� N.R. 204 165 — 550 t *REDUCE VALUE BY 25% FOR GRADE 40 FIELD REBAR ROOF FRAMING FLAN SCALE : 1/4' = 1'-0" FLOOR SLAB PRE -ENS. WOOD TRUSSES SEE TYP. WAIL SECTION FOR ACTUAL HEEL AND O.H. CONDITIONS U5P HTH2O TWIST STRAP FASTEN VU NAILS PER SCHEDULE A5 REOD. FRAME BEARING KALL ELEV. STRAP DBL. TOP PLATE TO STUDS W/ V;P' 5FTH 4, 6, OR b U-STRAP OVER TOP PLATE AND DOWN EACH SIDE W (b) IOd NAILS (TYPICAL) W/ HOOD STUDS a 16" 0/6 (PER PLAN) 5000 BLOCKINS a 4'-O" O/C VERT. MAX. STRAP PT BOTTOM PLATE TO 5TLV5 W/ 'USP' 5PTH 4, b, OR b U-STRAP OVER BOTTOM PLATE AND UP EACH 51DE H/ (b) IOd NAILS (TYPICAL) 5/b' HEDSE ANCHORS o 24" O/C AND b' MAX. FROM OF'ENING5 K5'x5'xl/4" STEEL HASHERS EMBED 4" MIN. ALLOWABLE UPLIFT LOADS _ FASTENER 61ZE TOTAL FASTENERS INTO EACH MEMBER 1 6 6 /0 12 IOdxl-1/2" 1 1260 1260 1" 1530 "'NOTE.- (2) STRAPS MAY BE USED TO DOU3LE THE TABULATED CAPACITY.*'# SECTION CONNECTION DE YAIL E7I= 11152' ROOF PLYWOOD. NAIL PER DIAPHRAGM 50HEDULE ENG.AND APPROVED HOOD TRU55E5 SEE TYP. WALL SECTION FOR ACTUAL HEEL AND OVERHANG CONDITIONS SEE TRU55 CONNECTOR SCHEDULE SELECT CONNECTOR SHOWN ON 6RACIN5, PLANS INSTALL PER. MFR. 51O PLAN T.O. WALL • 1 4'-0" CONC. TIE -BEAM OR BOND BEAM 6' CW HALL eREFERENCE: FSC 2305.1.4 A5 CONNECTION DETAIL - 5/45" APA HATED 40/w SHEATHIN6. EXP. I IN bd NAILS a 6" O/C (PIFJD) 4 4" O/C (lU OR A5 ALTERNATIVE TO SFE.ATHIN6 PROVIDE ALTERNATING 2x6 DIAsaK BRACING BEp m TOP 4 BTM. CHORDS OF ADJACENT TRUSSES W/ (4) I6d TOENAILS EACH END PER SECTION A. VARIES I I 2x 13LK'6 a TOP, ----` A BOTTOM 4 PAWL EO6ES OR 4'-0" ALT, O/C MAX. K` WOOD TRU55, — SEE PLAN--_�_- / L NOW WOOF TRUSS, UPLIFT 51RAP, ---/ SIM PLAN 5EE PLAN 4 5CHM. ATTACH 2x4 P.T. SILL BLOCKING V4 0.145'4, OMU WALL, x3' LONG RAF a 129 OX 5EE PLAN � 02,r- TIE BEAM OR BOND OEM, SEE PLAN A5 CONNECTION DETAIL 'USP" RTIb CLIP SEE TRUSS CONNECTOR 5CHEDULE FOR SPECIFICATIONS � 6d P. TY IOd at 4" o% INTO EA TR 1TYP.-' EA. TRU55 0) 160 TYP -- EA. INTERSECTION 145 VERT. IN CONC. FILLED MASONRY 2 CELL a 6'-0" O/C MAX. U.N.O. ON PLAN A5 CONNECTION DETAIL SECTION A ALTERNATE PROVIDE 2x4 BLOCKINS AT ALL FREE PANEL ED6E5 4 AT 24' OX MAX 4 NAIL PER LONE 5. (SEE DIAPHRAGM 50HEDULE) _ ROOF SHEATHING NAIL PER 5CRIX ULE CONT. FA5C/A BOARD (SEE MU SECTION) NAIL TO OUTRIGGER Nlt(3)I6d NAILS + I ���� 2x6 OUTRI66ER FASTEN TO SLEEPER I AND FWIR5T TRI65 %16d TOE NAIL5 1 24 BLOCK FASTEN TO SLEEPER N1t 6 16d NAILS a " O/C 2X4 BLOCK SLEEPER PA57EN TO BEAM WV 0) HIL77 XDNI 2-5/6' LG. I CANT. CONC. RAKE BEAM 5EE TIE BEAM SCHEDULE I FA5TEN EACH CONT LATERAL BRACE W/ LISP A03 P"2) IOd NAILS TO BRACE AND (2) HILTI XDNI 1-1/2' L6. PA.F. TO MA50WYWALL 2x4 DIAGONAL BRACE RESTRAINT LOCATION AS -rWM ON PLAN I 2x4 LATERAL BRACING LOCATION A5 540WN ON PLAN BEAM SCHEDULE REINFORCING #3 HOOPS TOP Mi0 BTM MARK SIZE OR 5TIRRU'5 REMARKS TYP MASONRY BOND BM CONT/N NOTED 50-1 6'kI6" 1#5 - - NONE READ. 2 STHERWFILLED CASTCRETE Hi5H 5TRENGTH LINTEL L-I 6'klb" (45 - I#5 NOW READ. (2) COURSES FILLED CASTCREM HIGH STRENGTH DOOR L-2 6"x22" 1#5 145 NONE REOD. ALL CA(P5E5 FILLED CA51"CRETE H16H 5TRENGTH LINTEL L-3 6"x24" N5 - 1#5 NONE REOD. 0) COUR5E5 FILLED - -- — - CA5TCRETE H16H STRENGTH LINTEL L 4 6"x26" INS - 145 NONE REOD. ALL COURSES FILLED THE DE516N PROFE55IONAL A55UME5 NO LIABILITY FOR IMPROPER 5LOPE5, 6RADE5 OR MEASUREMENT5. ALL FIOURE5 TO BE VERIFIED BY A LICEN5ED SENERAL CONTRACTOR IN THE FIELD BEFORE CON5TRJJCTION. REV #1 6/I6/15 REMOVE OVERHO OR REV #2 61.22115 ADDED BACK 5MARTVENT drawn PAR checked PAR date 5/4/15 scale 1/4" = I'-0"(UN.0) job no. 15-001 . MOR u Shawn M. Stambaugh, PE FL. UC. 61850 - C.A. 26210 z z � QC) () V (i) LLJ CPS J 00 cf) pfoj ect d -A QUANTUM ENGINEERING ASSOCIATES INC. Structural Engineering 0 Cost Segregation 300 AVENUE OF CHAMPIONS PALM BEACH GARDENS, FL 33418 561.202.6994 FAX 561.296.2494 W W W.QEASSOCiATFS.COM ii'ctwlrl ROOF FRAMING LAN sheet A-5 THE5E PLAN5 GONPORM TO E56 - 2010 revisions no. date BRACING NOTES: 1. BRACING SHOWN DOES Nor INCLUDE TEMPORARY BRAGIN6 REQUIRED FOR TN ERECTION AND IN5TALLATION OF TRUSSES PRIOR TO THE IN57-ALLATION OF PERMANENT CRO56 BRACING AND HM LATERAL BRAGINS REQUIREMENTS, TEMPORARY BRACING 15 THE RESPONSIBILITY OF THE 7RL55 INSTALLER AND SHOULD REMAIN IN PLACE AS LONG A5 NECESSARY FOR THE SAFE AND ACCEPTABLE INSTALLATION OF THE ROOF OR FLOOR (REF: SC61 I-03). 2. PERMANENT PEB LATERAL BRACING 15 TO BE INSTALLED AS SHONPI ON THE INDIVIDUAL TRV56 ORAMIN06 (NV LATERAL BRAGIN615 NOT SHOWN ON T1115 _%E ). PERMANENT kff 9 LATERAL BRACIN5 15 TO BE RESTRAINED TO PREVENT LATERAL MOVE -ENT BY SOLID ANGHOR46E TO END MALLS, OR BY PERMANENT 0IA60NAL BRAGIN6 (NOT SHOW IN THE PLANE OF THE NE9 MEMBER AT INTERVALS NOT TO EXCEED 20 PEET ALONG CONTIhV0115 WED BRACE. (REF: BC61 1-06). S. PERMANENT DIA60NAL BRACING A5 SHOWN ON THIS 5HE_T DOES NOT INCLUDE BRACING REQUIRED FOR 6ABLE END STUDS OR BOTTOM CHORD OF &ABLE END AT WALL. REFER TO STANDARD GABLE END DETAIL FOR BRACING REGN11REhEN75. 4. ALL TOP CHORDS ARE A55UMED TO BE 5HEATHEf , AbC ALL. BOTTOM CHORDS BRACED BY A R1610 CEILIN6 5Y5TEM. REFER TO INDIVIDUAL TRUSS DRANIN65 FOR BRACING REQUIREMENTS OF ION-554iEATHM TOP CHORDS AND OaPPORTED BOTTOM CHORDS. S. REFER TO TM /WCTA d651 1.03. COMMENTARY AND RECOMMENOATION5 FOR HAWDLIN6, INSTALLATION AND BRAGIN6 METAL PLATE CONNECTED WOOD TRUSSES', APPENDIX C, FOR RECOMMENDED SEQUENCE OF INSTALLING BRACING COMPONENTS. d. THE 5TRUCT1ArtAL ADEQUACY OF THE INDIVIDUAL TRL66 DESIGNS TO WITH57AND 6RAV/TY AND WIND LOADINGS AS HELL AS 61RDER CONNEGTION5 AND LOADS ARE THE RESPONSIBILITY OF THE TRUSS DE516NR. ANCNORA6E OF TIE TRUSSES AND 61RDERs TO THE SUPPORTIN6 svwTU RE TO NIT H5TAND WIND UPLIFT 15 THE RESPONSIBILITY OF THE PRO.ECT ENGINEER OR ARCHITECT. 7. 171E BRACING FOR THE ROOF 5Y5TEM 15 DE516ND FOR BOTH POSITIVE d N6ATIVE PRE55LRE AND MEETS THE REGUIREINN75 OF 2010 FBC. BRACING LEGEND: PERMANENT 2x4 DIA60NAL BRACE RESTRAINT IN THE x PLANE OF THE NEAREST NIEE MEMBER AT 20'-0" INTERVALS AT APPROXIMATELY 45 DEGREE ANGLE. FASTEN TO TOP 4 BTM. CHORDS WITH 3-Ibd TOENAILS AND TO LATERAL BRACE WITH (5) IOd NAILS EACH INTERSECTION. (REF: B651 1-03). HORIZONTAL dRIUvIN6 WITH A MINIWM 2x6 5TRON56AGK AT b'-0" O/G FASTEN TO EACH TRUSS WITH 5-I0d NAILS AND ATTACH TO WALL5 OR OTHER RI6112 POINT AT EACH END (REF: BC51 1-05). PROVIDE OVERLAP OF AT LEAST (3) TRU55E5 (FLOOR ONLY). I PERMANENT 2x4xCONT. LATERAL 5RACIN6 IN THE PLANE OF THE STRUCTURAL BOTTOM CHORD OF THE TRU5SE5 AT b'-Om 010. FASTEN WITH 2-I0d HAILS IN EACH TRUSS. PROVIDE OVERLAP OF AT LEAST (2) TRUSSES (ROOF ONLY). ZONES 1 d 1 (BEE DIAPHPRAf+M _'%HEDU!-EJ 0 ZONE 3 (SEE DIAPHRAGM SCHEDULE) a: WOE STRIP DEFINED AS THE LE53ER OF 10% OF LEAST HORIZONTAL DIM156IOIN OF BUILDING OR 40% OF HEIGHT H BUT NOT LESS THAN 4% OF LEAST HORIZONTAL DIMD6ION OF BUILDING AND AT LEAST 3 FT. _ l\ \\\O// r— I I I \ \ I------------------ I I O / I I I I I O I I I I I l NOTE: SEE DIAPHRAGM 2 Z SCHEDULE FOR ROOF / ZONE NAILING 1--- --- REQUIRE"IENT5. ROOF ZONE DIAGRAM TRUSS CONNECTOR SCHEDULE FASTENERS PER ALLOWABLE UPLIFT PARALLEL LOAD (rz PERPEND. LOAD (F) _ PRODUCT MARK �p CONNECTOR TRU55 GONG/UE-BEAM 51NSLE STRAP I DOUBLE STRAP 51N6LE STRAP DOUBLE STRAP SINGLE STRAP DOUBLE 57W V _ TC-I HTA 12 (6) IOd x 1-112' - 1600 # 3200 # 6600 1320 # 5110 # 1/60 # FL B5p TG-2 HTA 20 (10) IOd x 1-112' - 1615 # 12W # 6600 1320 # 540 # 1160 # FL 659 TC-3 RT16M (N IOd x 1-112" (4)1/4" x 1-314" TAP. 13e # 2740 # 4600 960 # 630 # 1260 # FL 1073q TC-4 HOAMIO (4) 1/4'xl-1/1" (4)1/4" x 1-3/4' TAP. 915 # 1830 # 1073 # 2150 # 740# 1400 # PL 819 1) ALLOHABLE LOADS ARE EASED ON LISP GATALO6 51Fh Ed. 2) EIDR MAY USE LONGER STRAP' OF SASE TTM s IrIW- W I= awVMII ni MAKPACTURER 4) TAP026 SHOUD BE LOGATIM AT THE FARTHEST POINT PROM THE TOP OF THE BEAM. 5) PROADE APPROVED MOISTURE BARRIER PLATE OR BUILDIN5 PAPER BE YM M °AAM2Y K44-L AND EACH 7Po55. -- DIAPHRAGM SCHEDULE _ �- ---.—DIAPHRAGM DIAPHRAGM NAILING DIAPHRAGM ZONE I ZONE 2 ZONE 3 PANEL FRAMING BOLWRIES EDGE INTER. EDGE INTER. EDGE INTER. LOCATION PANEL 6RADE THICKNE55 SPAC/N& REMARKS ROOF APA RATED 5HEArHIW EXPOSURE 1 24" O/C IOd IOd ION ION ION ION ION BLOCKED A5 SPAN RATING 40/20 19/32' MAX. 6 O/G 6' O/G d" O/G b" O/C b" O/C 4" O/G 4" O/G 5H0A9N ON PLAN 5EGOW7 APA RATED SHEATHING STWD-1-FLOOR OR EQ. 24" O/C IOd /Od /Od 6LUED AND BLOCKED FLOOR SPAN RAT/N6 46124 23/32, MAX. 6" 01C 6" O/G 10" O/C A5 SHOA9N ON PLAN APA RATED SHEATHIN& NAIL CORNER STUDS EXT. EXPO°..URE 1, OR EQUAL I6" O/C ION /Od IOd AT 4" O/G MAX. TYPICAL WAIL SPAN RATING 40120 Igt32 MAX. 41 O/G 4" O/C 6" O/C BLOCK FREE EVOE5 ROOF BRA ��� pI,_,'l SCALE; 1/4" = 1'-0" BRACING; DETAILS: LII_ij COMPRESSION WEB 5LOPINOOR VERTICAL CONT/mIa5 PERMANENT LATERAL BRACING (CLE) PERMANENT DIA60NAL BRACE NAILED TO OPP. SIDE OF P S PREVENTS LATERAL MOVEMENT AND SHOULD BE REPEATED AT APPROX 10 FOOT INTERVALS 'd4P11"'.= FIGURE 36: PERMANENT DIA60NAL BRAGIN& /N THE PLANE OF THE AM MEMBERS PERMANENT CROSS BRACING FIGURE 37: PERMANENT BRACING /N THE PLAN OF THE WEBS FOR PITCHED TRU55E5 HORIZONTAL BRID61N6 WITH A MINIMUM 2xb 5TRONSBAGK CONNECTION TO EACH TRUSS WITH 3-IOd NAILS AND ATTACHED TO WALLS OR OTHER R161D POINT AT EACH END (REF: W51 1-05). PROVIDE OVERLAP OF AT LEAST (5) TRUSSES (FLOORS ONLY). �E PLAN FIGURE 3B: PSW011E-NT BRACING IN THE PLAN OF THE hEB6 FOR PARALLEL CHORD TRUSSES .—LATERAL BRACE PERMANENT NEB PIA60NAL CRO56 BRACING LATERAL BRACE F16ME 39: PERMANENT BRACING IN THE PLAN OF TFC kfES THE DE5I&N PROFE55IONAL A55UME5 NO LIABILITY FOR IMPROPER 5LOPE5, C-RADE5 OR MEA5UREMENT5. ALL FIGURES TO BE VERIFIED BY A LICEN5ED GENERAL CONTRACTOR IN THE FIELD BEFORE CON5TRUCTION. drawn PAR checked PAR date 5/4/I5 scale 1/4"=1=O"(VN.0) job no. 15-001 . MOR Shawn M. Stambaugh, PE FL. LIC. 61650 - C.A. 26210 LL project L. A QUANTUM ENGINEERING ASSOCIATLS INC. Structural Engineering Cost Segregation 300 AVENUE OF CHAMPIONS PALM BEACH GARDENS, FL 3341E 561.202.6994 FAX 561.296.2494 W W W.QEASSOCIATES.COM drawing BRACING PLATS sneet we 714E E PLANS c.ONFORM TO FEIG - 2010 revisions no. date A.I.C. CALCULATIONS (2 x 40 x 26)g4)/(5000 x 240) = 1.75 0+1.75=.36 .36 x 26,144 = g525.Oq A.I.C. OF SERVICE = 17525.011 A.I.G. RATING OF PANEL = 10,000 ELECTRICAL NOTES: A. HEAT STRIP LOAD 60VERN5 OVER CONOEN60R UNIT LOAD. B. GENERAL L16HTIN6 CALCULATED a 1,062 (SO.PT) x 3 (MTT5155O.FT)= 3,246/ 10 (6ENLT6.CIR) = 324.6 (HIATTS/EA) C. CONDUIT SIZE. OR 325.0 NATT5 V. SEE SUB -PANEL. CALCULATIONS. R. BRANCH CIROUIT5 RUN IN ROMEX. L)ISCONNECT CAL.GULATI0N5: PANEL 'A' TOTAL (NO A/C) = 52,258 let. Igo00 it 1004 - I0,000 REMAGOER 0� = 6M.2 A/C LOAD I TOTAL A' - 0) 5E75 OF 0) #2/O AA6. THWN IN 1-1/2" CONDUIT (USET OF 0) #2/0 AW6. THAN IN 1-1/2' COFDIIIi METER PANEL. A" DISC 200A 1 PANF1 200 A 200A 1 #4 CU. &C. HIRE TO COLD AA TER PIPE AND 1 -�5/6" 6DX 10' CU SLPPLE?.tNTAL 6RaW ROD AND TO ONE REINFORGEIN613AR IN 7}lff FOUNDATION 20'-04 LOT& MIN. ELECTRICAL RISER DIAGRAM 200 -AMP PANEL 'A' I00% CAL.G. BwR WIRE 51ZE DESCRIPTION # I # DESCRIPTION 51 P411RE EIRKIR CALG. IOOAS 10,000 A 042) R #6 AHU #1 1 54 2 CU01 06 R 042) A A - 5,000 0-(2) R #10 DRYER 5 6 RAN5E . #6 R O-(2) 12,00C- . - - 2, 100 20-2 R #12 DISITYJA5HER DISPOSAL q II 10 12 WA5HER #12 R O-(I) 1,500 - - 1,500 20-(I) R #12 REFRI6. 1314 MIGROPIAVE #12 R 20-(1) 1,500 - - 1,500 20-6U R #12 APPLIANCE 15116 WP ISM #12 R 0-(1) 1,500 - - 1,500 20-(1) R #12 APPLIANCE 17 18 HP 5F1 #12 R 0-0U 1000 - B 325 15-0U R #14 DINNN6 RM Iq 2C KITCHEN LTG. #14 R 15-0) 325 B B 325 15-(1) R #14 LIVING RM 2122.SMOKE MT. #12 R 0-0) 400 - B 325 15-00 R #14 LIVING RM 2C 2 M BATH 014 R 15{I) 325 B B 325 15-(I) R #14 HALL LITB5 2526 BEOROOM #14 R 15-(1) 1325 B - 1500 20-(1) R #12 I.G. / ALARM BEDROOM #14 R 15-0) 152r, B B 325 15-(1) R #14 M 5 7R14 2-IPC 5PAGE - - - - - B 325 IS -(I) R 014 M BEORM 31 3 SPACE - - - - - - - - - SPACE 5554 SPACE - - - - - - ......................... 6,500 40-( R #6 IN5TAHOT ........... 5559 S�f3 INSTAHOT ... #6 .... R ......... -(2) 6500 .......... - - - - SPACE SPACE - - - -- - - - SPACE 41 44 SPACE - 10,0 2ob5o A.I.C. RATING 10,000 11,1,100 - TOTAL ALL PANELS 40350__ Ist 10,000 at 100% I0p00 REMAINDER AT 40% 12,140 A/C LOAD AT 65% 6,500 TOTAL = --. 2'1'550 / 240 = I24-61 AMPS TO SPO' �1- SPOT UNDER 5OFFIT- MOTION ACTIVATED LLECTRICAL ilJL `ii SCALE: 1/4' = 1'-0" - - --------- I r r NOTE TO GENERAL CONTRACTOR: — — — — -- - - — 1 I NOTE: GENERAL CONTRACTOR TO COORDINATE ALL ELECTRICAL TO BE FIELD VERIFIED BEFORE INSTALLATION INTERRUPiIONALL 5Er,*0OMS N4 5T HAVE ARG FAULT FINAL HVAG LAYOUT WITH TRU% - --J L _-- -- -- -_..-- -- — — — — J LGOMPAM BEFORE TRU55E5 ARE BUILT. J ELECTRICAL SYMBOLS QD DUPLEX RECEPTICAL AT 12" A.F.F. 5AITGH 51NOLE POLE 4 TELEV15ION JACK PREAIRED e SMOKE DETECTOR g FF..4L. METER 4 0I5G. rylflyn IIB ATPLEX BAS RECEPTICAL rr��..,, y."5 I�j TH3PqTTCH REE AAY ® AT02 V. RF.P. GAL D�5GONNEGT BREAKER PANL�R DUPLEX RECEPTICAL 5AITGH T HVAG � per) PADDLE FAN g EXHAUST o AT b" ABV. COUNTER 4 FOUR AAY THERM05TAT ) WA/OR ACI L16HT FAN O FLUB R LOOR1 G� R RHI05TAT AT 6R0" A.F.F. L1644T FIXXTURE CENTL EXH FANAUST DUPLEX RECEPTICAL �j 5AITGH ' TELEPHONE OUTLET INGONDESGENT L16HT LV DOOR sF1 GROUND FAULT f V DIMMER AT 12" A.F.F. FIXTURE GL6. WED. RELEASE Q� DUPLEX RECEPTICAL t 5AITGH TELEPHONE OUTLET INCONDE5GENTL161T VOLUME ' TOP REG. 5AITGHED K KEYED FLU5H IN FLOOR FIXTURE HALL. MNTED. CONTROL QD wP DUPLEX RECEPTICAL WATERPROOF (k] I SECURITY KEYPAD & SPEAKER IN GL6. HI HAT GL6. MOUNTED ry(yn III DUPLEX RECEPTICAL UNDER COUNTER JUNCTION 80X SECURITY 06HT5 HI HAT VAPOR PROOF SPOT UNDER 5OFFIT- MOTION ACTIVATED THE DE516N PROFE55IONAL A55UME5 NO LIABILITY FOR IMPROPER 5LOPE5, ORADE5 OR MEA9UREMENT5. ALL FIOURE5 TO BE VERIFIED BY A LICEN5ED GENERAL CONTRACTOR IN THE FIELD BEFORE CON5TRUCTION. drawn Pll'ik checkeu eAR date 4„5 Scale of^=r-0"(V.N.0) job no. 15-001 . MOR y z F'... C' a co 00 LIJ projec( 10-*-'� m -A QUANTUM FNUINFEHIP46 ASSOCIATES INC. Structural Engineering 0 Cost Segregation 300 AVENUE OF CHAMPIONS PALM BEACH GARDENS, FL 33418 561.202.6994 FAX 561.296.2494 W W W.QEASSOCIATES.COM drawing ELECTRICAL PLAN sheet A-7 INESE PLANS CONFORM TO FEC - 2010 revisions no. date THE DE51ON PROFE55IONAL A55UME5 NO LIABILITY FOR IMPROPER 5LOPE5, GRADE5 OR MEASUREMENT5. ALL FIGURE5 TO BE VERIFIED BY A LICENSED GENERAL CONTRACTOR IN THE FIELD BEFORE drawn PAR checked PAR date 514115 scale 114' = P-0" N.N.01 job no. 15-001 . MOR W �J F-I ^W � H w O ILL o� 10 U)U CDWU LL J W 00 n �i p Lu �- /� I Z U) project QUQ-EA IC. Structural Engineering 0 Cost Segregation 300 AVENUE OF CHAMPIONS PALM BEACH GARDENS, FL 33418 561.202.6994 FAX 561.296.2494 W W W.QEASSOCIATES.COM drawing 1 ST FLOOR MECHANICAL PLAN sheet M-1 THESE PLANS CONFORM TO FEY. - 2010 Ioelan ^ revisions no. date • M i4k''m 1/2" I. 2,-b" II'-b 1/2" CALCULATIONS FIRST FLOOR A/G 102b.0 5.F. TOTAL U/A 10215.0 5.F. FRONT PORCH q5.0 S.F. GOLFGART 61.0 5.F. TOTAL FOOTAGE 1,154.0 5.F. drawn PAR checked PAR date 311015 scale 114" = P-O" N.N.OJ fob no. 15-001. NOR W W 0 U LL zz W �o U)U W (o0o c) W w U 00 OwH —J z U) drawing FLOOR PLAN revisions no. date 0 I 0 U I 0 0 � V LJ 0 I I / ! I I it \\ P \ 6'-0" x W-0 II � I / I / I 5i-0N / SETBACK I 22' COMMON USE RIW N .70030' " 52.75' SITE PLAN SCALE: 1i4" = 1'-0" � OM THE DE51ON PROFE5510NAL A55UME5 NO LIABILITY FOR IMPROPER 5LOPE5, GRADE5 OR MEA5UREMENT5. ALL FIGURE5 TO BE VERIFIED BY A LICENSED GENERAL CONTRACTOR IN THE FIELD BEFORE CON5TRUCTION. drawn PAR checked PAR date 514115 scale 114" = r-ON AMOJ job no. 15-001 . MOR Shawn M. Stambaugh, PE FL. UC. 61850 - C.A. 26210 T� 0 W 0 J LL z~ W�J �0 (1) U �W W 00 W U ® 00 J 0 LU I— J Z Cn project QLA QUANTUM ENGINEERING ASSOCIATES INC. Structural Engineering Cost Segregation 300 AVENUE OF CHAMPIONS PALM BEACH GARDENS, FL 3341E 561.202.6994 FAX 561.296.2494 WW W.QEASSOCIATF-S.COM drawing SITE PLAN sheet S-1 THESE PLANS CONFORM TO FEZ - 2010 F�521ENERALNOTES EpUNDATION NOTES MASONR)" NOTES PLAN NOTES (Go"TD)ELE(_' _ TRIG,�� NOTES 8. STRUCTURAL HOOP AND TIMBER FRAMING SHALL CONFORM TO THE "TIMBER ION: GLASS V, UNPROIEG'TED, GROUP R3 OGGUPANGY PER I FLC OR SLAB TO HE 4" THICK POURED CONCRETE SLAG WITH 6" X b" X WI.4XWI.4 I•CONCRETEUNITSTO5EA5TMGqO-06b. ASTMGRADE5NIORNII. PROVIDEPREGA5T L A PERMANENT 91&N WHICH IDENTIFIE5 THE TERMITE TREATMENT PROVIDER AMP NEED CONSTRUCTION MANUAL" AS PUBLI5HED BY THE AMERIGAN INSTITUTE OF TIMBER I. CONTRACTOR SHALL VERIFY WITH F.P.dL. THE LOCATION OF SERVICE AND SHALL E. HH,MH. ON 6 MIL VISWEEN (OR EQUAU ON GLEAN WELL COMPACTED FILL PRE TREATED LINTELS AS NEG£SSARY. (f m P I500 F51) FOR L B PPOSTED AND TREATMENT CONTRACT RENEWAL SHALL NE PROVIDED, THE SIGN GONSTRIGTION. LOCATE METER d PAN L5 A5 REQUIRED. SHALL BE P051ED NEAR THE WATER NEATER OR ELEGTIRIGAL PANFLL. FOR TERMITES. HWM SHALL BE LOCATED IN THE MIDDLE TO UPPER HALF OF T}E SLABL FOLLOW THE FLORIDA BUILDING CODE A5 ADAPTED BY THE 2. MORTAR TYPE M PER A51M G 270-0-I. q. ALL WOOD IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED. 2. ALL WIRE SHALL 8E THHN COPPER. UNLESS NOTED OTHERINI5E. COUNTY AND ALL APPLICABLE AMENDMENTS DEPTH AND MUST BE SUPPORTED AT V-O" CIO EACH WAY WITH APPROVED MATERIALS. 2, PROVIDE 5" 51EEL POST OR BOLLARD OR TIRE BUMPER IN FRONT OF ALL EQUIPMENT PROVIDE AN APPROVED M015TLIRE VAPOR BARRIER BETWEEN THE GONGRETE OR OTHER 2. ALL REINFORCING STEEL TO BE GRADE 60. 3. CONCRETE FILL (HVAG, EHW, WA5FER/DRY% LOCATED IN THE GARAGE AT FLOOR LEVEL PER FB.C. OEMENTITOU5 MATERIALS AND THE WOOD A5 PER GODS. 5. WHERE REQUIRED BY OTHER CODE5, 5ERVICE AND FEEDER CONDUCTORS SHALL BE �. BUILDER SHALL COORDINATE ALL 7H£ WORK OF ALL TRADES. MIEGHANIGAL GODS. COPPER OF EQUAL AMPAGITY. 3. COLUMN AND WALL GENTERLINE5 SHALL COINCIDE WITH FOOTING CENTERLINE5 UNLESS A. CELLS LINTEL5 AND BOND BEAMS WHERE 5PEGIFIED SHALL BE FILLED W/ 5000 FBI 10. BUILDER SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE BRACING AND - BUILDER SHALL REVIEW DRAWIN65 IN THEIR ENTIRETY BEFORE STARTING WORK. THE PEA GRAVEL. CONCRETE. 3. PKOVII:E Ix2 P.T. FIRES-ICP HORIZONTAL a CEILING d WALL INTERSECTIONS OR 8'-O" BRIDGING USED DURING ERECTION OF TRU55E5 AND STRUCTURAL SLABS TO PREVENT 4. ALL BRANCH CIRCUITS IN RACEWAY OR NON METALLIC 5HEATHED GABLE. OTRWISE NOTED. WILDER SHALL ACCEPT LULL RE5PO45ABILITY FOR ANY ERRORS OR OMISSIONS NOT 0/0 VER7. MAX. AND ALL OTHER LOCATIONS PER F.B.C. SEGTtON T05. COLLAPSE OR DAMAGE. REPORTED IMMEDIATELY IN WRITING TO THE ARCHITECT. BAOKOHAR6E5 WILL NOT BE B. THE MIX DESIGN SHALL BE APPROVED BY THE ENGINEER. 5. COORDINATE RACEWAY INSTALLATIONS WITH OTHER TRADES PRIOR TO 4. FOOTING DESIGN BASED ON ASSUME.F., D 501L BEARING CAPACITY OF 2500 P.5 ACCEPTED. 170 NOT SCALE DRAWIN65. 4. ALL GLAZING WITHIN 24"(48" IN HVHZ) AND PARALLEL TO A DOOR SHALL BE II. HEADERS FOR FRAMED OPENING GREATER THAN 6-0" MUST BE ENGINEERED AND CONSTRUCTION. CONTRACTOR TO SUBMIT 501L BEARING TEST RESULTS OR 501L BEARING CAPACITY C. ALL CONCRETE SHALL BE OF A FLUID CONSISTENCY WITH A SLUMP OF 9"-11" MAX., WHICH TEMPERED. ALL WINDOWS OR GLASS ENGLO5URE5 AT OR WITHIN 56' OF TUBS AND STAMPED BY THE TRUSS MANUFACTURER. (UNLE55 NOTED OTHERWISE) SUBMIT MINIMUM THREE 0) COPIES OF SHOP DFrAWING A5 REQUIRED BELOW REPORT BY A FLORIDA REGISTERED ENGINEER. MEANS THAT THE CON515TEZY SHALL BE AS FLUID AS POSSIBLE FOR POURING WITHOUT SHOWERS WITH SILLS LE55 THAN 60" ABOVE FLOOR SHALL BE TEMPERED. ALL GLASS IN b. VERIFY ALL CONDUCTORS AND BREAKERS WITH EQUIPMENT MANUFACTURER 5. ALL 517E PREPARATIONS d DRAINAGE STRICTLY ADHERED MADE IN 'THE SITE SEGREGATION OF THE C.ON5TITUENT PARTS. 51DEL16HT5, SLIDING GLASS DOORS AND FREJGH DOORS SHALL BE TEMPERED. 12. ALL HEADERS OVER DOORS AND WINDOWS TO BE (2) OR (3) 2XI2'5 UNLESS SPECIFICATIONS. E. THESE PLANS, A5 DRAWN AND NOTED, COMPLY WITH THE BUILDING ENVELOPE SPECIFIC 6FOTEGHNIGAL REPORT MUST BE STRICTLY ADHERED TO. OTHERWISE NOTED. (FOR WOOD FRAME GONSTRUGTION DEPENDING ON ALL WALL ENERGY REQUIREMENTS OF THE F.B.O.BE PERMITTED WITHOUT WRITTEN CONSENT Gr" THE 5. EGRESS WIN0pW5 ::HALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF TOOLS. THIGKNE55), 1. PROVIDE 0I5GONNEGT SWITCH OF SIZE A5 REQUIRED BY LOAD AND UNITS. SHALL FAMILIARIZE HIMSELF WITH THE GOVERNING CODE IN ITS ENTIRETY AND BUILD ENGINEER EGRESS WINDOWS SHALL HAVE A MINIMAL NET OPENING OF 24" HIGH, 20' WIDE, AND MIN. NE 6. FILL PLACED WITHIN 5'-0" OF THE GONSTRUGTION PERIMETER SHALL CONSIST OF 8. PROVIDE NON FUSIBLE GENERAL DUTY SAFETY SWITCHES AT A/G EQUIP. AND AT IN ACCORDANCE WITH ALL PROVISIONS OF THIS GODS WHICH MAY NOT BE WELL GRADED SAND IN 12' LIFTS(MAX) AND VIBRATORY COMPACTED TO NET AREA OFS.F. FOR FLOOR WINDOWS AND 5.0 S.F. FOR Ist FLOOR WINDOWS. 13. DIMEN51ONAL LUMBER SHALL BE SOUTHERN PINE. NO. 2 OR BETTER AND SHALL SPEGIFIGALLY ADDRE55ED ONN THE THE PLANS AND NOTES. CLEANWE4. REINFORCING: THE BOTTOM OFF THE OPENING SHALL NOT BE MORE THAN 44" ABOVE THE FLOOR, LATCH PROVIDE ALLOWABLE STRESS VALUES OF 1200 P51 IN BENDING FORA SINGLE hEMBER PUMP`' NOT VISIBLE FROM CIRCUIT BREAKER PANEL AND A5 PER MANUFACTURER. ACHIEVE A MINIMUM OF 415% MODIFIED PROCTOR ASTM D 1551-02. AT 54" A.F.F. MAX. IN HVHZ AREAS WHERE THERE 15 MORE THAN A 4'-O' DROP, THE SILL 1,15E5. 40 F51 IN HORIZONTAL 5MEAR AND SHALL HAVE A MODULES ELASTICITY OF 1600 RECOMMENDATION5. I. BUILDER 15 RESPONSIBLE FOR ADEQUATE BRAGIN6 OF STRUCTURAL OR VERTICAL: SHALL BE NO LE55 THAN 56' A.F.F.OR PROVIDE AN APPROVED SAFEGUARD. K51 OR BETTER, A5 DETERMINED BY AN APPROVED LUMBER GRADING AGENCY. NON-STRUCTURAL MEMBERS DURING CON5TRYTION. 1. AFTER STANDARD CLEANING AND GRUBBING, HAS BEEN COMPLETED AND APPROVED; q. PROVIDE GFCI PROTECTION FOR ALL BATHROOM, GARAGE, EXTERIOR, KITCHEN, APPLY VIBRATORY GOMPAGTOR WITH A MINIMUM OF FOUR PASSES TO THE EXISTING A. ASTM A615-03. PER REINFORCING SECTION (GRADE 60). b. ALL BATHROOM FLOORS SMALL BE OF APPROVED IMPERVIOUS MATERIALS. 14. NON -BEARING INTERIOR PARTITIONS MAY BE CONSTRUCTED OF 25 GAUGE GEE LAUNDRY AND NET BAR OUTLETS PER NEC, 210b(A). o. CABINET 5UFFLIER TO PROVIDE SHOP DRAWIN65 TO THE BUILDER. GROUND' CHANNEL TYPE STUDS AT 24" 0/0 WITH MATCHING TRACKS TOP AND BOTTOM, WITH 1/2" 8. SLABS SHALL NOT BE LOADED UNTIL 12 HOURS HAG ELAPSED. B. WHEN A FOUNDATION DOWEL DOES NOT LINE UP WITH A VERTICAL GORE, IT SHALL. NOT `1. IN AREAS OTHLR THAN HVHZ FIXED 6LA55 THICKNE55 SHALL BE DETERMINED USING GYPSUM DRYWALL EACH SIDE. ATTACH DRYWALL WITH IN LONG BUGLE HEAD DRYWALL 10. ELECTRICAL FIXTURES, TRIM AND APPLIANOE5 SHALL BE UL APPROVED AND AS -1. WINDOW AND DOOR SUPPLIER TO PROVIDE SHOP DRAWING TO BUILDER, BE SLOPED MORE THAN ONE HORIZONTAL IN SIX VERTICAL ALIGNMENT, EVEN THOUGH IT 15 TABLE 24053 d 3A OF F.B.G. AS THE MINIMUM THIGKNES5 ALLONED. SCREWG AT 12" 0/6 MAX SELECTED BY OWNER. IN AN ADJACENT CELL TO THE VERTICAL WALL REINFORCING. q. SPLICES SHALL BE 46 BAR DIAMETERS AND CONTINUOUS AROUND ALL CORNERS AND 15. METAL LATH OVER SHEATHING SHALL BE 3/8" V-&ROVE OR DIMPLED. CEILINGS AND 11. PROVIDE PRE -WIRED TELEPHONE 0UTLET5 A5 SHOWN ON PLAN. iO. ALL WINDOWS AND DOORS SHALL BE CAULKED AND HEATHER STRIPPED. WINDOW 8. IN HVHZ ARREAS PROVIDE HURRICANE SHUTTERS A5 PER F.B.C.SECTION 24-13 UNLESS GRANGES IN DIRECTION. CORNER BARS SHALL BE 48 BAR DIAMETERS EACH. WAY. SOFFITS SHALL BE HIGH RIB TYPE. FASTEN TO 51185TATE AT 4" O/C A5 FOLLOWS; UNITS SHALL DISPLAY LABELS SHOWING COMPLIANCE WITH THE FB.G. ENERGY G. VERTICAL REINFORCING STEEL SHALL HAVE A MINIMUM GLEARANGE OF ONE-HALF INCH THE EXTERIOR HALL COMPONENTS OF THE ENCLOSED BUILDING HA5 SPECIFIC PRODUCT CONSERVATION CODE. FROM THE MASONRY. APPROVAL TO PRESERVE THE ENCLOSED BUILDING ENVELOPE AGAINST IMPACT LOADS CONCRETE: 3/4' LONG STUB NAILS W/ 5/6" HEAD. HORIZONTAL AND VERTICAL WOOD 12. PROVIDE PRE- WIRED T.V. OUTLETS FOR GABLE AS SHOWN ON PLANS. I0. ALL MONOLITHIC THE PERT HAVE BEEN CHECKED FOR THE L15E OF TRANSFER A5 SET FORTH IN CHAPTER I6. FRAMING MEMBERS W/ NAILS OR STAPLES TO PROVIDE AT 1_EAST 1-1/4" PENETRATION REINFORCEMENT E THE PERIMETER. RATIONAL ANALYSIS SHALL BE SUBMITTED, BUT INTO HORIZONTAL WOOD FRAMING MEMBERS, AND 3/4" PENETRATION INTO VERTICAL I. ALL CONSTRUCTION IN BROWARD AND DADS COUNTIES SHALL COMPLY WITH THE D. VERTICAL REINFORGIN6 SHALL BE A5 LOCATED ON THE PLAN AND A5 INDICATED IN 13. DEDICATED CIRCUITS SHALL HAVE NO MORE THEN b DUPLEX RECEPTACLES. ONLY IF REQUESTED BY THE BUILDING OFFICIAL. HIGH VELOCITY HURRICANE ZONE (HVHZ) SECTIONS OF THE F.B.G. THE COLUMN SCHEDULE. q. PICKETS AT STAIRS, LANfiING d BALCONIES SHALL BE SPACED TO PREVENT WOOD FRAMING NEhBERS. ON VERTICAL WOOD FRAMING MEMBERS, COMMON NAILS 11. CONCRETE FOR FOUNDATION5 AND FOOTING SHALL BE 2500 P51 MIN. PASSAGE OF A 4" DIAMETER SPHERE. SHALL BE BENT OVER TO ENSA6E AT LEAST THREE STRANDS OF LATH, OR BE BENT 4. ALL CLOSET LI6FITIN6 SHALL COMPLY WITH MEG SEC. 4108. �j MAXIMUM WATEZlGEMENT RATIO MUST NOT EXCEED Ob5. E. VERTICAL REINFORCING EACH SIDE OF ANY OPENING, IF REQUIRED, SHALL BE OVER A RIB WHEN RIB LATH 15 INSTALLED. SHEATHING: 14 OA 16E STAPLES I' LE611/I6' I TE PLAN NOTES CONTINUOUS TO THE TIE BEAM. PREGA5T LINTEL5 SHALL HAVE OPENINGS TO ALLOW 10. PROVIDE A MINIMUM OF 4" CLEAR ALL AROUND AIR HANDLER UNITS. GRA! W METAL MTL. FRAMING: SELF TAPING SCREWS �12 x I/2" WASFEFZ HEAD STAPLES 15. THE BRANCH CIRCUITS CONTAINING SMOKE DETECTORS SHALL HAVE ARC, -FAULT REINFORCING BARS TO CONTINUE UNINTERRUPTED. SHALL NOT BE USED FOR ING:SOFSE T PINGCEILIIG5 PROTECTION PER NEC SEC. 210.12 SMOKE DETECTORS SHALL BE CONNECTED TO BEAM SCHEDULE NOTES 11. IN ZERO LOT LINE HOMES: DRYER VENTS, EXHAUST FANS d KITOHEN HOODS SHALL NOT ARC -FAULT CIRCUITS AHEAD OF SWITCH AND HAVE SELF CONTAINED BATTER BACK-UP. HORIZONTAL: VENT THROUGH THE SIDE WALL AND MUST MAINTAIN A 10'-0" SETBACK. 16. WHERE CEMENT PLASTER 15 APPLIED TO LATH OVER FRAME CONSTRUCTION, BONDING DETECTORS SHALL' BE TANDEM WIRED 50 ALL DETECTORS 50M SIMULTANEOUSLY. I. THE ION F THE HOUFALSE, 517E PLAN, IF PROVIDED IN THESE DOCUMENTS 15 FOR GENERAL OF THE PLASTER TO THE WATER BARRIER SHALL BE PREVENTED BY PROVIDING A DBL. LOCATION OF THE HOUSE, POOL, DRIVEWAYS AND 517E FEATURES ONLY. THE 6.0. OR I. SCHEDULED HOOPS AND STIRRUPS SHALL BE PLACED AT EACH END ME) OF BEAM OR A. HORIZONTAL REINFORCEMENT SHALL BE PROVIDED AS SGFiEDUIED IN THE BEAM LAYER OF HATER BARRIER OR BY INSTALLING A HOUSE WRAP BENEATH THE WATER Ib. PREWIRE FOR GARAGE DOOR OPENER SENSOR. OWNER SHALL PROVIDE A PRELIMINARY LOT FIT PERFORMED BY A LIGENGED THROUGHOUT (TO) BEAM AS INDICATED ON BEAM SCHEDULE. 5TIRRUP5 SHALL BE TYPE SCHEDULE. LAYER O SURVEYOR AT 50 PEGENT COMPLETION OF PROJECT. THE SURVEYOR 15 RESPONSIBLE 5� AND HOOPS SHALL BE TYPE T-2 TYPICAL GR51 BAR BENDS UIHLE55 OTHERWISE / f T. PROVIDE ARC, -FAULT CIRCUIT TNT RRUPTOR PROTECTION IN DWELLING UNIT LIVING, R. FOR VERIFYING BUILDING LOT FIT, LOT COVERAGE, EASEMENT LOCATIONS, SET BACKS, NOTE B. HORIZONTAL JOINT REINFORCEMENT SHALL CONSIST OF AT LEAST 9 GAGE LADDER FRAM I NC I ` OTES DINING, FAMILY ROOMS, DENS/ LIBRARIES, BEDOOOMS, 9UNROOMS, CLOSETS, HALLWAYS AND ALL 517E DIMENSIONS PRIOR ARCHITECTURAL PERMIT AND V SUR IGTION. IF ANY GHE GEE TYPE REINFORCEMENT SPACED NOT MORE THEN I&' OlC VERT. REINFORCEMENT SHALL 11. PNEUMATIC FASTENERS SYSTEM TO BE HILT) COIL NAIL PROGRAM. TYPE TO BE GRF OGOUR BETWEEN THECHITETSHALSITE PLAN AND SURVEYORS LAYOUT THE GENERAL 2. ALL BEAM (MARK "B'7 TOP BARS SHALL BE CONTINUOUS UNLE56 OTHERWISE NOTED ALSO BE PROVIDED AT ThE BOTTOM AND TOP OF ALL OPENING AND EXTEND NOT LE55 1126 I-I/2' LONG AND .120° DIAMETER U.N.O. OR SUM. ROOMS PER NEC, 210-12 (B). CONTRACTOR AND ARCHITECT SHALL BE NOTIFIED IN WRITING PRIOR TO PERMITTING THEN 24" BEYOND THE OPENING. PROVIDE 8' MIN EMBEDMENT INTO CONCRETE COLUMNS I. THE TRU55 AND FLOOR SYSTEM LAYOUT SHOWN ON THI5 SHEET 15 5CFEMATIC IN. 16, SMOKE DETECTORS REQUIRED ON ALL HVAC, UNITS WITH 2O01 GFM OR MORE. AND RESOLVES N. NL WORK SHALL BE PERFORMED tRdTL THE GENERAL CONTRACTOR AND BEAMS AND FULL DEPTH LAPS AT ALL MA5OHRY "L" AND 'T' INTERS�TIONS. NATURE. HOHEVER, THE 5UPPORTING SUPERSTRIIGTURE HAS BEEN DESIGNED UNDER THE 18. WHEN WOOD POSTS ARE NOT IN A FIRERATED WALL, FIRE RATE POST A5 FOLLOWS: 3. ALL TIE BEAMS (MARK " TO BE MINIMUM SHALL BAR DIAMETERS, THROUGH TIE- HRE50LVE5 THESE CONFLICTS. ASSUMPTION THAT THE FRAMING SGHE"IE SHOWN WILL CLOSELY PARALLEL FINAL TRJ55 MAP POST ON ALL SIDES FROM BASE OF POST TO UNDERSIDE OF BEARING WITH (I) N. CEILING, AREA IIO V, SMOKE DETECTORS SHALL NOT BE CLOSER THAN 3 FT. FROM BEAMS ONLY. ALL SPLICES TO BE A MINIMUM OF 48 BAR DIAMETERS. 5 G AND FLOOR SYSTEM DE516NER5 LAYOUT. LAYER THE POST. TYPE X GYPSUM WALL BOARD. THIS WILL PROVIDE A ONE HOUR RATING THE DOOR TO BATHROOP15, WASHER/ORYER5, A/C SUPPLY AND RETURNS d KITCHENS. CONCRETE NOTES 4. BUNDLE ALL STRUCTURAL BEAM TOP BARS IN PAIRS OVER SUPPORTS WITH TOP BARS A. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.G.1. 530-08/ A.S.GE. 5-06 7.M.5. 2. THIS FRAMING 5GHFJIE (DIRECTION OF TRUSSES AND SLABS, MAJOR 6.. BEARING SMOKE DETECTORS MAY BE WITHIN 20 FT. OF A COOKING APPLIANCE IF THEY ARE OF FROM ADJACENT BEAMS. iUNO). TIq. TRUS5 MANUFACTURER SHALL DESIGN TRU55E5 TO COMPLY WITH ALL 5LFERIMP06W THE PHOTOELECTRIC, TYPE 402-08, BUILDING GORE REQUIREMENTS FOR MASONRY 5TR11GTJRES AND THE POINTS, ETC) CAN BE MODIFIED ONLY AFTER OBTAINING PERMISSION FROM THE PRIME WIND LOADS PER F.B.C.2010. CONCRETE SHALL CONFORM TO A5TM Gq4-01, 5HALL HAVE A MAXIMUM WATER/CEMENT COMMENTARY ON BUILDING CODE REQUIREMENT5 FOR MASONRY 5TRUG1U Z-5. PROFE55IONAL OF RECORD WHO MUST REVIEW PROP05M CHANGES AND AUTHORIZE 20. CARBON MONOXIOL ALARM TO BE INSTALLED WITHIN 10' OF A ROOM USED FOR RATIO OF Ob AND SHALL HAVE 3000 P51 GOMPRE551VE STRENGTH IN 28 DAYS ( 5. DROP BOTTOM OF TIE BEAMS A5 REQUIRED AT W NDOW d DOOR HEADS (28" MAX) 5TRUGTUIRAL REVISIONS ACCORDINGLY. 5LEEPIN& PURPOSES WHEN THE BUILDING HAS A F0551L BURNING HEATER OR VNL.E55 NOTED OTHERWISE) ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH AL I ADD 2-x5 BOTTOM IF DROP EXCEEDS 8". B. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.G.I. 530.1-08/A.54,.E. 6-04VT.M.5. APPLIANCE, A FIREPLACE, OR AN ATTACHED GARAGE. PRIMARY POWER SHALL COME 30-06 AND AGI 301. ALL GONGRE•IE MASONRY WORK SHALL BE IN ACCORDANCE WITH 6. TIE BEAM SCHEDULE DEPTHS ARE MINIMUM AND MAY BE INCREA5W 8' TO FIT BLOCK 602-08,SPECIFICATIONS FOR MASONRY STRUCTURES AND THE COMMENTARY ON 5. FINAL SIGNED AND SEALED ENGINEERED TRUSS AND FLOOR SYSTEM DE516N MIST BE MEGHANI GAL NOTES FROM THE BUILDING HIRING WHEN SUCH WIRING 15 SERVED BY THE LOCAL POWER AGI 530-06. HORK. SPECIFICATION5 FOR MASONRY 5TRUCT1RE5. SUBMITTED TO THI5 OFFICE FOR REVIE". TRUSS AND FLOOR SYSTEM DE516NER5 MUST UTILITY. SUCH ALARMS SHALL HAVE BATTERY BACKUP. PROVIDE ALL TRU55 CONNECTIONS AS PART OF THE DESIGN. I. ALL HEA71N5, AIR CONDITIONING, REFRIGERATION AND VENTILATION EQUIPMENT SHALL a. MINIMUM CONCRETE COVER OVER REINFURCiN& SHALL BE: SLABS ON VAPOR 1 ALL ADDED LOGITIDINAL BEAM REINFORCING SHALL EXTEND b" MINIMUM INTO C. HVHZ AREAS THE BUILDER SHALL EMPLOY A SPECIAL INSPECTOR APPROVED BY THE CONFORM TO THE REQUIREMENTS SET FORTH IN THE "FLORIDA BUILDING CODE 21.IF USED, A COMBINATION SMOKE/ CARBON MONOXIDE ALARM SHALL BE LISTED OR BARRIER - 3/4" BEAMS AND COLUMNS - 1 1/2" FORMED CONCRETE BELOW GRADE-2" BUILDING OFICI_ TO ENSURE COMPLIANCE WITH THE APPROVED STRUCTURAL PLANS IN 4. TRL65 AND FLOOR 5Y5TEM MANUFAmvRER SHALL 5UBMIT THREE (3) COPIES OF SHOP LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY, UNFORMED CONCRETE BELOW 6RADE-3" SUPPORT UNLESS OTHERWISE NOTED. ACCORDANCE WITH SECTION 2122.2.4 F.B.C. DRAWINGS AND ENGINEERING CALCULATIONS SIGNED AND SEALED BY A FLORIDA MECHANICAL" AND FLORIDA BUILDING GODS EIER6Y GOpRVATION . RE615TCRED ENGINEER, OF THEIR M516N FOR REVIEW INCLUDING TWO (2) COPIES FOR 22. TAMPER RE515TANT RECEPTACLES ARE REQUIRED IN DWELLING UNITS IN ALL AREAS 3. REINFORCING STEEL: GRADE bO (FY=60.000) A5TM A615-04a. 8. OIFIC TI CONCRETE NOTES FOR INFORMATION ON CONCRETE AND STEEL b. VERTICAL CELLS FOR MASONRY TO BE GROUTED SHALL HAVE VERTICAL ALI&NMENT ARCHITECT/ ENGINEERS REVIEW PRIOR TO FABRICATION. REVIEW OF SHOP DRAWING 15 2. A 4" GLEARANGE IS TO BE MAINTAINED AROUND ALL AIR HANDLING UNITS. SPECIFIED IN NEC 210.52 FOR 125 VOLT, 15 d 20A RECEPTACLES PER NEC, 40b.11 SpEt IFIGATIONS. SUFFICIENT TO MAINTAIN A CLEAR, UNOBSTRUCTED CONT. CELL. A COURTESY BY THE ARCHITECT/ ENGINEER AND IN NO WAY RELIEVES THE 3. PROVIDE FIRE DAMPERS AT SUPPLY AND RETURNS WHICH PASS THROUGH RATED 4. DETAIL OF CONCRETE REINFORCEMENT SHALL. BE IN ACCORDANCE WITH "THE MANUAL MANUFACTURER OF HI5 RESPONSIBILITY TO FROVIDE A LAYOUT THAT FULLY 1.3. INTERSY5TEM BONLJING TERMINATION FOR CONNECTING INTERSYSTEM BONDING AND OF STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION" AS PUBLISHED 1. ONE -QUARTER OF MAXIMUM BOTTOM REINFORCING STEEL AREA OF EITHER ADJACENT ASSEMBLIES IF ANY. BEAM SHALL EXTEND THRU SUPPORT AND LAP WITH A CLASS "A" T?L510N LAP SPLICE 1. GLEANOUT OPENINGS SHALL BE PROVIDED AT THE BOTTOM OF GROUTED CELLS r.T INTE6RATE5 Wi7H THE ARCHITECT/ EN6INPER5 SJPERSTRUGTURE. IF THERE 15 ANY GROUNDING CONDUCTORS SHALL BE PROVIDED FOR 1V, COMMUNICATIONS, RADIO, BY THE CONCRETE REINFORCING STEEL INSTITUTE UNLESS NOTED OTHERWISE. EACH LIFT OVER 4'-0' HIGH. CLEANOUT5 SHALL BE SEALED AFTER GLEANING AND CONFLICT OR ADDITIONAL 5TRI1GTIRE NEEDED, THE! TRUSS AND FLOOR SYSTEM CAW, ETC. PER NEC 250.g4. ON EITHER SIDE OF SUPPORT. INSPECTION, AND BEFORE GROUTING. COMPANY SHALL NOTIFY THE ARCHITECT/ EN61NE6R IN WRITING OF THE SPECIFIC JUMPERS �LI��RS&MI LE SAVE HVAG RETURNS. RETURNS MAY BE DUGTFD, >. ADEQUATE VERTICAL AND HORIZONTAL SHORING SHALL BE PROVIDED TO SAFELY 10. MARK "G" IN REINFORCING COL" BETNEEN TWO 5EAM5 INDICATES THAT AREAS OF CONCERN' SUPPORT ALL LOADS DURING CONSTRUCTION. REINFORCING SHALL BE CONTINUOUS THRU THESE TWO BEAMS. STEEL NOTES 5. TRUCES TO BE DE516N£D TO CARRY LOADS OF ATTIC AM1 AND MISG. EQUIPMENT. 5• A/C UNITS MAY HAVE CONC. PAD OR OTHER APPROVED MATERIAL EXTENDING ASV. COORDINATE LOCATIONS WIT4 BUILDER PRIOR TO FABRICATION AND INDICATE ON ADJOINING GRADE OR SHALL BE SUSPENDED A MIN. OF b" ASV. ADJOINING GRADE. S. OONGRLTE BEAM SIZES MAY INCREASED (b" MAX) H5 REQUIRED FOR ARGHITEG7URAL L STRUCTURAL STEEL SHALL CONFORM TO THE AISG 'SPEGIFIGATION FOR THE pE516tH, TRUSS DRAWIN6SS.THE BUILDER SHALL BE RESPONSIBLE FOR THE COMPLETE PADS SHALL BE A MINIMUM 4'-O'xq'-O" PAD FOR DOUBLE UNIT. DETAILS N FIT BLOCK MS (243NM DROP BOTTOM OF TIE SEAM AS REQUIRED E FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS' . MATERIALS SHALL COORDINATION BETWEEN THE TRUSS DESIGN AND AIR CONDITIONIN6 DESIGN WINDOW AND DOOR BEAMS (28" MAX) AND ADD 2 �5 BARS BOTTOM IF DROP EXCEEDS CONFORM TO THE APPLICABLE ASTM SPECIFICATION AS FOLLOWS: W SHAPES - A11112-06a, REQUIREMENTS 8 - OTHER 5H4PE5 - A36-05, PLATES A36-05 BOLTS - A WI-04 TUBULAR - A500-OPT SRAPEI PLUMB I NO NOTES I. DOWELS GOLUMN AND WALL REINFORCING 7L% FOOTIN& WITH SAME 51ZE AND NUMBER B (46 K51) b. NEITHER Alk'HIT-C, H:OR ENGINEER ACCEPTS ANY RESPON5151LITY FOR STRUGT RAL OF DONELS AS VERTICAL BARS ABOVE. BEAM5, C04UMN5 4i•;, FOOTINGS UNTIL REVIEW OF APPROVES TRU% AND FLOOR i 2. WJJA)W CON5TRUCTION SHALL CONFORM TO THE AMERICAN WFLOIN& SOCIETY SYSTEM DRAWING5, SIGNED AND SEALED BY A FLORIDA REGISTERED ENGINEER i. ALL PLUhBIM6 FIXTURES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 405, G. REINFORCING STEEL SHALL BE LAPPED 4b BAR DIA. MIN. WHERE SPLICED AND SHALL 'STRUCTURAL PELDIN6 CODE'. ELECTRODES FOR FIELD AND SHOP WELDS SHALL BE I F.B.C. BE WIRED TOGETHER. PROVIDE CORNER BARS SANE 51ZE AND NUMBER AS HORIZ. BEAM A1NS. A5.1 ETOXX. 1 7. ALL INTERIOR LOAD ISEARIN& PARTITIONS TO BE CONSTRUCTED WITH CLIPS, OF AND 2. ALL PLUMBING FIXTIRE5 SHALL MEET THE REQUIREMENTS OF TABLE b043, F.B.C.CODES USED: I REINFORGIN6 AT EACH FACE. LAP 48 BAR DIA. MIN. s T7GM EACH STUD. (OON7T7) 3. DISPOSITION OF RAIN WATER SHALL COMPLY WITH FBC. PLUMBING CODE CHAPTER 11. 4. ALL PLUMBING PENETRATIONS MUST BE A MINIMUM 10'-0° FROM ROOF JACKS. q. PLACING DRRAWINGS ON BAR LISTS SHALL CONFORM 70 AGI'S "MANIAC OF STANDARD - 5. CONDENSATE DRAINS MUST BE A MINIMUM OF I2 OFF THE BUILDING. - FLORIDA BUILDING CODE 2010 PRACTICE FOR DETAILING REINFORCED CONCRETE CONSTRUCTION AS PUBLISHED BY THE Y /yy�/� /� �j b. SHOVER HITHARSMOOTTMENTS AND WALLS ABOVE BATH TUBS WITH SHOWER HEADS SHALL NEC2008 CONCRETE REINFORGIN6 STEEL INSTITUTE UNLESS NOTED OT•IERWI5E. I ROI V SED S I NVLE FAMILY RE51 DENGE BE FINISHED WITH A SMOOTH, INLET.NONA0RBENT SURFACE TO A HEIGHT NOT LE55 THEN 10 INCHES ABOVE THE DRAIN INLET. - A.SCE.- 7-10 LOAD SGHEOULE DRAWING INDEX s'e I,t,I r:oc ABBREVIATIONS < / GA ION IV DEAD PART' TOTAL CTVC � YTI'IT,PltiL111T1i$tLIN M.G. MEDICINE CABINET 5MS SHEET METAL 56IR5,6 / REVIFWED FOR C S(;C ABV ABOVE L:xi" EXTERIOR r GROUND FLOOR 40 50 10 100 Iles to slab G-1 COVER SHEET REVIEWED B]' APF ABOVE FINISHED FLOOR P.B.G. FLORIDA BUILDING CODE M.RkI` MEAN ROOF HEIGHT 5T. STIRRUPS aPP M.T. METAL THR SHOLD 5TL. STEEL `� FLOOR FRAMING 40 15 10 65 T)AT E AHU AIR HANDLER UNIT F.R. FIRE RATED MAX MAXIMUM 5W SWITCH - \ AS-/ ARGHITEG TURD 517E PLAN B.F. BI FOLD FIR FRENCH DOOR �\ ROOF 3O 25 O 55 MFR. MANUFACTURER 5NL0.T. SFfEAR"4V.L OVERTURNING FOf1Gti � PL�>tS "1XD PPR�t f hIL'ST BE EP14 T ON J n B.P. BI PA55 FIN. FINISHED TEMP. TEMPERED _ -- OR NO LNSPECTIOV WILL BE 1LADE. BLK. BLOCK FL. FLOOR MICRO. MICROWAVE A -I FOUNDATION DETAILS BLW. BELOW &.T. GIRDER TRU55 MIN MINIMUM T.B. THROUGH BOLT -- HIND: BR6. BEARING GA. &A 116E M.O. MASONRY OPENING TD. THROUGH OUT - - ----- --- A-2 FIR57 FLOOR PLAN BTM. BOTTOM GAL`•!. GALVANIZED MONO. MONOLITHIC, T.OB.B. TOP OF MASONRY BOND BEAM ULTIMATE WIND SPEED = 165 mph. A-3 ELEVATIONS d DETAUL5 GL6. GEILIN6 &FI GROUND FAULT INTERRUPT MT_. METAL TA.PL. TOP OF WOOD PLATE - - CMU CONCRETE MA50NRY UNITS &L. 6LA55 O.HD. OVER HEAD DOOR T.O.T.B. TOP OF TIE BEAM ❑ ❑ , NOMINAL WIND SPEED = 128 mph. COL. COLUMN &NIB GYPSUM WALLBOARD O/G ON CENTER TYP. TYPICAL RISK GATA6ORY = 11 A-4 5EGTU0% d DETAIL5 GONG• CONCRETE GYP. BD. GYPSUM WALLBOARD P.L.F. POUNDS PER LINEAR FOOT U.N.O. UNLE55 NOTED OTHERWISE BUILDING DM&N A5 ENCLOSED A-5 ROOF FRAM/N6 PLAN GS"iT. CASEMENT HOT. HEIGHT P.SF. POUNDS PER SQUARE FOOT UL UNPERHRITERS LABORATORIES DBL. DOUBLE HIPS. HOOPS P.5.1. POUNDS PER SQUARE INCH V.I.F. VERIFY IN FIELD EXF06WZ GA7560RY = D A 6 ROOF BRACING PLAN THESE PLANS AND ALL PROPOSED WO DIA. DIAMETER AHOUR P.T. PRE55M TREATED WA. 1AEDa ANCHORS 015P. 015PMAL H5 HORIZONTAL SLIDING PARTR PARTITION W/ WITHLL ROOF DEAD LOAD FOR WIND AND SUBJECT FIELD ANY CORRECTION DP DE516N PRE55URE HVHZ HIGH VEOGITY HURRICANE ZONE PKT. POCKET WG WATER OL05ET DESIGN TAKEN AT 10 ps.P. A-7 ELEGTR/GAL PLAN INSPECTORS DR. DOOR INS. INSULATION PLYW. PLYWOOD HP. HOOD REQUIRED EI] BY ESS Y IN ORDER THA NOTE. THIS STRUCTURE 15 DE516NED IN M-1 UEGIHANIGAL PLAN MAY BE NECESSARY IN ORDER TO DW DISH WA5HER INT. INTERIOR R.O. ROUGH OPENING E.E. EACH END LIN. LONG 5.0. SOLID GORE AGGORDAMIGE WTH CHAPTER Ib OF THE COMPLY WITH ALL APPLICABLE CODE FLORFOR BUILDING CODE AND ANGE. 16N DOORS AND I. BL£G. ELECTRICAL LIN. LINEN 5.6D. SLIDING GLASS DOOR ELEV. ELEVATION LT. LIGHT 5F SQUARE FOOT E.5. EACH SIDE L.T. LAUNDRY TUB SH SINGLE HUNG HIM70P S ARE NOTED ON THE DOOR AND WINDOW 5HEDULE5. WINDOW AND DOOR I ���r^ ./ MANUFACTURERS SHALL MULTIPLY THE GIVEN ST..UAii i t[ A/� UNT° i,F ?` ,. I DM16N PRESSURES BY THE APPROPRIATE 6. FACTORS TO OBTAIN TEST PRESSURES. ELECTRICAL SYMBOLS LEGEND PLAN / ELEVATION i_l C:( IEND IF 22 V. RECEFTACLE TELEVISION JACK F B BOX 5D SMOKE DETECTOR t LOH VOLT. 11 AT 12" A.F.F.4 PREWIRED SHEARwALL LABEL Q� DUPLEX RECEPTACLE/ ARC, SINGLE RECEPTACLE CTi HVAG � TION SMOKE GROUT ILLED II FAULT INTERRUPT AT 12" A.F.F. T DEDICATED THERMOSTAT L, J DETECTOR ( # } DETAIL INTERIOR ©© FOUND ION PLAN L A5 NOTED HEIGHT Q�H DUPLEX RECEPTACLE SINGLE RECEPTACLE Q INTERCOM E rAN EXHAUST J ALE a owc s ELEVATION B�II7I BEAM LABEL AT BASE DEDICATED 5HITCHED AT 60' AF.F. W OR g FAN POURED ������%J�� c D SOFFIT DUPLEX RECEPTACLE SINGLE REGEPTAGLE FLOL RE50ENT EXHAUST FAN 3 CONGRE: COLUMN LCl/11l/1!!/lLl/11I4 HE1�6HT�A5 NOTED SECURITY L16HT FIXTURE k DETAIL �OOOR MAX.� TFX55 CONNECTOR AT 8" ABY. COUNTER D DEDICATED UNDERCOUNTER KEYPAD F L /LIGHT COMBO ow, SCALE O DOOR LABEL T� f � NON -BEAN& FRAME - ARCHED OPENING SEE VcF1 DUPLEX RECEPTACLE DUPLEX RECEPTACLE- ARC c DOOR LIGHT FIXTURE IN CL6.TR --w�ryry ��TITT-- GROUND FAULT INTERRUPT �7 IN GL6. GONSTRIMION J1LI Z - Z UlL PLAN OR ELEV. � FAULT INTERRUPT 6 12" A.F.F.I CHINE DUPLEX RECEPTACLE QD c AT 8" ABV. COUNTER DUPLEX RECEPTACLE T PUSH - INCANDESCENT LIGHT LV DOOR #� II cFi GROUND FAULT INTERRUPT BOTTON FIXTURE GL6. MINTED. RELEASE REVISION TOP REG. SWITCHED # SECTION BEARING RAMS ARC FAULT INTERRUPT INCANDESCENT LIGHT u� SCALE O WINDOW LABEL G0M`'ION111111111111111111111 Will III MASC DUPLEX RECEPTACLE -TELEPHONE OUTLET VOLUME AL CONSTRUCTION TOP RFG. 5WITCHED SWITCH AT 12' A.F.F.FIXTURE WALL. MNT D. I CONTROL DUPLEX RECEPTACLE 51NGLE POLE HI HAT NORTH ARROW FRAME GG5TRL'GTION �GFI WATERPROOF �i SWITCH TELEPHONE OUTLET GL6. MOUNTED �i SWITCH C - - - - ] ABOVE 043ELON GROUND FAULT INTERRUPT r FLUSH IN FLOOR DISCONNECT a THREE WAY # 5EG71UN _---J owe. SCALE COLUMN LABEL ' DUPLEX RATA LINE VAPOR PROOF � BREAK LINE � GLE 5HITCH DBREAKER G# ELEV BEAM HEIST uc UNDER coUNTER uNTER �4 FOUR WAY PANEL F CHANGE THE DESIGN PROFESSIONAL ASSUMI_S NO c.v RECESSED LIABILITY FOR IMPROPER 5LOPE5, 6RAPE5 QUADRUPLEx CENTRAL VAGWM � EYWALL sw1rGH F.P.dL. METER OR MEASUREMENTS. ALL FIOURE5 `FO BE RECEPTACLE D DIMMER � RECEPTACLE d DISC. i' a' " LOW VOLTAGE SCALE LL�EY:., r L.ABEL ALL. Ire" = I'-0" GRAPHIC SCALE 0'-0' FIN. FL. SLAB FLOOR ELEVATION VER FIEL) B'(' A LICENSED GENERAL DUPLEX REGEPTAGLE /yl SECURITY CARBON MONOXIDE # lI FIJ15H IN FL00R r . ....,. ,,• ,u - �K KFrEU aw w m `J LIGHTS " DETECTOR ® TRANSFORM>EK GONJT CONTRA('TOK IN THE FIELIs BEFORE x x.,.._,w..�...,---------._--- THE5E FL°i IN5 G:)NFORM TO FBG - 2010 revisions no. date drawn PAR Checked PAR date 514115 scale 1140=1'-0"N.N.0J fob no. 15-00I. NOR Shawn M. Stambaugh, PE FL. LIC. 61850 - C.A 26210 z z �II 0 W LJ UJ 00 W __J z U) P roj e:Ct QLA QUANTUM ENGINEERING ASSOCIATES INC. StructuraiEngineering 0 Cost Segregation 300 AVENUE OF CHAMPIONS PALM BEACH GARDENS, FL 33418 561.202.6994 FAX 561.296.2494 W VVW.QEA5S0C1ATE5.COM drawing COVERZSHEET sheet -1