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HomeMy WebLinkAboutBuilding PlansINSTALL OFF RIDGE VENTS AS SHOWN Imm BEARING HT — — — — — — — — — — — — — 12 -AFF BEARING HT --------- 10'-AFF BEARING HT.- 8'-AfT Y HEADER HT. VENTED KINYM SOMT 24 GAUGE METAL ROOF ON PEEL & STICK ON 112- PLY 16070-0.0. 2050-SH SIDES 6080 LNIKT 3050-SH CENTER W/ FIX. GL ABOVE LINTEL ONLY FIX, GL. ABOVE DETAIL A' / DETAIL-'B' LINTEL @ 8'-AFF 16'-DIA.' CBS. --- - 12' -DIA, CBS. 'ROUND' MOW UVA110N COLUMN 'ROUND' COLUMN 2-PLACES 2-PLACES INSTALL OFF RIDGE VENTS TO THE REAR OF DWELLING CAS SHOWN) NEARING M. 6' Af 'f IRMO M. � 6'-8 =AFF WAN FAX14 & Y£Mm Km SOFFIF 16'-Ot• MANGS (IrP) LINTEL @ LINTEL 1650-SH FIBER. 6' B' AFF 1650-SH .ONLY @ LINTEL LINTEL TAFF ONLY @ fir! FVf fir! I r! F OTAFF 7'AFF VFVAVON BEARING HT. 12'-AFF Y BEARING Hr.. 8'-A1F — — HFAOER HT -41-- — — — - 6 -8 -AFF urv; LL e W-W-AFF m 1 WIDTH OF 3050 WITH (2) 2050 ON SIDES _ L - G_ 6, al.�l ) AI�' I``I--A I I W 711 OF JO ©AMEREIN HOMES INC. 3030-SH-TEMP. W/ FIX. GL ABOVE DETAIL-'C' LINTEL @ 8'-AFF 12 6� II / PRE-,RNGINEERED WOOD TRUSSES @ 1' O.C. R-30 ATTIC INSULATION THESE PUNG AW 0 ALI. ; ann0.cr.D t OA; u'!C'11iiaMAT z OS � O � � o z v O p�kISVArFUrE Nf,Cot, 5€'o'A!fIY I 19 *F ft 10 3 2 COURSE BEAMI;_Ca:u" DOUBLE TOP PLATES BOND BEAM W/PR... CAST LINTELS OVER OPENINGS W/1 #5 CONT. INEACH CULTURED MARBLE i WINDOWSILLS i 3/4" FIBBING STRIPS @ 16" O.C. W/1/2" DRYWALL @ CEILINGS & WALLS R 4.1 INS ULA TION _- ON WALLS 24 GAUGE METAL ROOF ON PEEL & STIC%MEMBRANE OVER 1/2"MIN CDX PLYWOOD W/GAL V. PLYWOOD CLIPS ALL TIEDOWNSAS PER ENGINNERS SPECS —1000 18"OVERHANG 2"X 4" FASCIA (FASCIA & SOFFIT TO BE DETERMINED BY OWNER & SUPERINTENDENT) CEMENTACIOUS FINISH OVER CBS BLOCK WALLS #5 DOWELS & DOWNRODS AS PER FLOOR PLAN\, fj INTERIOR FRAME WALLS; \ W/2"X4"STUDS@16"O.0 '�--- (BEARING WALLS TO HAVE All FASTENERS ASPERSCHEDULE) i P.T. BOTTOM PLATE MAINTAIN 12" OF FOOTER 1NFINISHGRADE`�, - V CLEAN WEL i :COMPACTED FILL 20"WX16"DEX7ERIOR MONOLYTHICFOOTER INTERIOR BE, RJNG STEPDOWNFOOTE l�!,�` W12 #5 S CONT. FOOTER AS PER AS PER �% FOUNDATIONPLAN FOUNDATIONP gff�f,J - 5 ' UCIL VAPOR BARRIER �- O I I r, �. D I f IJ N 110,21 WA ' ,r ' C'TI(71V a y hI .N. d. IJ . I y I i T 9 4 r r if � I kpl� Ilae rII E.i qn'+v LOAD SUMMARY - G-ENERAL LOAD WATTt AMn WIRE TOTAL WATTS jI GENERAL LIGHTING TOTAL, gp, T 1 AND RECEPTACLES 3 PER SQ FT. 15 C41 9 Z Q APPLIANCE CKT. (2) ' 1,500 PER APPL. l 16@D Pl jk UNIT I 6,�DD0 PHA UNIT 20 12 3, 000 r IGERATOR 29) 12 1,600 I OOK TOP 30 IID I JaNGE ~ — --.t 12,000 PAR UNIT 5D 8 12,000 DISHWASHER 1200 PER UNIT 20 12. 1,200 �DISP05A1 ,. 500 PER UNIT 2 2 20! 2 _ I 5000 TRASH COMPACTOR --- I 1712YEr i 1,4 0 r''ER umi r 5900 PER UNIT WASHEr i lA00 PER UNIT 'o '2 1,600 WHIRLPOOL I' 2?00. PEP UNIT 20 i ' WATER HEATER 4A00.MR UNIT 30 IFD SPRINKLER PUMP r.-- 1,500PER UNIT 20 .. .._., ...__._..' POOL PUI-iP 1,500 PER UNIT 2D POOL HEATER 3,000 PER UNIT SUE -TOTAL Ist 10p00 WATTS m l.L^O`% REMAINIDER WATTS a 40 % j( rj 1.3 -7 () AIR CONDITIONER 0 10,000 WATTS PER UNIT x-- w 65> SOTAL W,4 ' 5 TarAL WATT:; - ?_J0 V, 5o, J IID,IDIDD 1 e> 000 5-q&_. ENGINEERING SEAL: TH15 5TRUCTURE HA5 BEEN DE51GNED TO MEET THE LOADING REQUIREMENT5 OF THE 5th EDITION OF THE FLORIDA BUILDING CODE (2014). RE51DENTIAL AND A5CE 7-1 O FOR 5TRUCTURAL ELEMENTS ONLY. ARTHUR F. FRIEF. F.C. 1 C Z .) ! 8530 U o r , hI VFAY 1, SUIT'_ 8 MICCO Vl3,97-'= FROFE5510141AL CNGINEER R 2?683 N Z O N � Z ALL MANUFAC z U FACTORS I - WITH FBC F MNN ON AI A 0 n 51n U FOP, 6/�CCI SANIX movir v LABLES SHOWING GC COMPLIANCE Y CODE MUST AND WINDOWS rARE APPROVED \ WmTT 12 lit,sHur Orr — 7` VALVE \ _ 1qi,' I l `'-- TOIL FAMILY au 3 O TILE \ I I vi RAIN .. I :.' --`—_T-8'-WALL W/ 15' I POSTS TO CEILING \ \ vat v J IL pp R r_ TILE . I (� u L R/A I �i 39'-PG, N: / I T°V, TILE - \ 1 " L J I I \ 20 AMP. ? SLEEPING ROOFAS PROVE©Eix I F / ' R� DEDICATED 1 266 " OUTLET • WI DON+ WITH A NET CLEAR O NI (u / 1 / 42Arr OF� 5 SO, FT. FOR GRI7UND\ FL ,4,o 1/Z � �_�ty 4,0 a: \ y-4• / 5.7 SO. FT FOH UPPER FLO RS. dPENIKIGS(U // I I C11 PAL( TILE \ 2'-2' 4' 2' _ _ I SHALL NOT BE LESS THA� 24'H\OR 20'W SILL NOT MORE THAN 44" UOVEI FLOOR. I ` [a,3ovG :I;_S'l 4 . � I T-8'-WALL W/ �V I 2'-5 I5/16- i L.T. I ( L�J POSTS TO CEILING W 5068 4-TUN 1� 12' S:D. 10-SEER / I V 14'-2 0' %16' 5'-1 PAD fNt �1I I A/C \ / _... -- RE 2868 / vi j V I v; \ 4D -HIGH ! I I (U v \\ SD. 2868 ( & 5 A/C / ! 200-AMP. — I �I w-HI TO COACH I I I 'Rp V �j DISCONNECT j 868-SC I uOHrs M 'I' \ • ELEC PAt€L I 'z¢ t I \, \ A/A P.C. PC1 I K'a- ! / A i7 A/C 1 ATTIC ACCESS I '• \ CI�VP FOR\ DISCONNECT _ 11'- 'I V/ STAIRS 18'-4� { TILE \ \ TILE TILE` I r� / ( \ ,, \ y in. 4068 "` ao 1 A/A qy° 206 / 2068 SIDES 48'F1LlR ' _.,_t. IX. GL. ABOVE _ QI. _.'_4, T'(_..z I� f TILE,. \ \.25I I1 TILELLt ? _ / 3050 SH CENTER W/ 1 I I L J \ I I�' LINTEL @ 8'-AFF �-i-,81/O �i I 2868 \\ —J_... I286 — V.T.S. 11 �.'I�l _ 6 0 E TRY W/ �n.c — — — ` I.——F/..-. ATHEDRf� .— • . ! I I FIX. G ABOVE INSTALL - LINT L ONLY TILE � (ID qI0u cc' t-W. 0 4650-SH i LINTEL ONL Y @ILL"<t LUG y S.r. . Or< r 7'AFF tiTc^6S0 L0 / 20 D5 41 9T�N NB, (2) 30 LINT 0-SH t41�i @ FIBER. ^Qi .a 6'-8' AFF P�Or,b-t(311T" �FI(�-1611i v W& TOP cNioRn --- ----LINTEL------- " -----LINTEL— II ______ I W I I R Ll BEARING I I in BS COLLINS AS SHOW) CBS COLUMN$ AS SHOWN w lm* 5 J Ili, �O��H w I(n il� Om eo(, l I 8l I \ 6 1 IN. _ V.T.S. \ i . I FA �_ �' F/L \ I TILE \HARK ( TOP (. 4' S'-6. 4� JG� IM r21868 2868 \ \BOTH -E 511. 2868 5.n.1 \ I� � C�IgDwt A6tI)E I 1 1 Li/ i IN ' Ulf IL __----- 120', I I 20 ARP. _ DEDICATED Noss, 1, INSTALL ACC❑RDDIAN SHUTTERS PER CODE 2, INSTALL CARBON M❑N❑XIDE DETECTOR 3, GRANITE COUNTERS & UNDERM❑UNT SINKS IN KITCHEN & BOTH BATHS 4. INSTALL COACH LIGHTS 5, WATER & ELECTRIC STUB BUT FOR DOCK PER CONTRACT 6, INSTALL LAUNDRY TUB 71 DRAIN FOR ICE MAKER IN KITCHEN 8. IRRIGATI❑N SYSTEM CONNECT TO COUNTY WATER 9, 12' X 28' POOL W/ SPA ELECTRIC HEATER 10, INSTALL GARAGE DOOR OPENER TIFF FLoor NoIEs INSTALL FLOOR TILE IN THE F❑LL❑WING ROOMS WITH FRACTURE GAURDI FOYER, DINING FAMILY, KITCHEN, NOOK, UTILITYG, HALLWAY, ALL BEDROOMS & BOTH BATHROOMS AUTO -DOOR q11 \ 5 -8 4 -10 I I DET IL -'A' V.T,S Z�K \ I II'ASRUF QEC�is 4' 2 4'-10' '-7 3/4 SOFFIT l 7'-AFF 'o ly �dE{PsT t3Eili) I I DOORDELLiO \ qll• @ CIIIZ7L t13U>G —. S.H. 2050-SH SIDESSH. IDLY ILd CBAW50 W/ FIX. GL. DETAIL-'B' I I I 5'-9' -1' I vi I I 1 62 C IVINI 5� 20' _- _- _. Iz �� " .I tixN \ s a -... , 6' 2 L 4' 5 isMf (3 C 1 Iw lcsv Io j fd0e`,<(L)'Z fIZ 13'��rl� WA TILE; TUC3 v OPEN I QO v, NO LINTEL '� I h�1 Ijt\SC E'I 'Ile 41(• a N f( cL a I ) I"G`I (4-)' cu 3030-SH-TEMP, OHr115014 HU&Hi --FB(,-GL-.-A fE0'0, 10'-6' I . 1 9-6' 1 / • LINTEL @ 8'-AFF (Z) I6'-DIA. CBS. COLUMN 2 - PLACES 12'.-DIA,CBS. COLUMN 2 -PLACES P ZU-IL?'IT- 'ROUND' (2) 2 X 12 HEADER (2) 2 X 12 HEADER 'ROUND' Wit-, �-B-T v ® LINTEL W/ 1/2' PLY. BETWEEN i,Ul I3\ K 5 Lf1%L'-f.�I-(-. (TYP.) W/ 1/2' PLY. BETWEEN (TYP.) - 6'-1 1/2' 6'-8 1/4' Jr-_ STC.. — CENTER OF COLUMN TO FOYER SNITCH / FL00F PLAN Y — PROVIDED ELECTRIC SMOKE DETECTORS WITH BATTERY BACK - LIP IN ALL SLEEPING AREAS AND STAIR LANDING WIRED $O THAT THE ACTIVATION OF ANY DETECTOR WILL ACTIVATE ALL,_ * ♦ • INSTALLEDBE . ACCORDANCE WITH + + 98-3.0472 WITHIN .• • • I""""""""'t"t'■ • G I I FRAME BEARING WALL DETAIL ap fAnNr oN LIVING 196� 59, Ff. 6A'A,1F 502 5Q, Ff. C. pOYICN 160 5Q, Fr, C, FNfiI;Y 64 50, ft folAL 2990 5Q, F1, CONDITIONED AIR VOLUME = 1642 1 It3 §-V0 X NNWAIN " Gm �I r., 14 0 IDTRD TO u MAW ar(WA PMI6, 406 0, ffNaR PIPR POP PM& AW, V F DESIGN PRESSURES FOR OPENINGS EXTERIOR WINDOW & DOOR OPENING SCHEDULE ULTIMATE WIND SPEED 160 NOMINAL WIND SPEED 124 EXP. B OPENING ZONE DESIGN PRESSURE (P.S.F.) D I G080 ENTRY. DR. 4 +29.0 -3I .G D2 GOGB PKT. 5.G.D. 4 +29.0 -31 .G D3 9OG8 PKT 5.G.D 4 +29.0 -31 .G D4 GOG8 PKT S.G.D. 4 +29.0 -3I .G D5 20G8 POOL BATH OR. 4 +30.4 -33.0 DG LGQZO CH . q -WI GO I G TRANSOM 4 +30.4 -33.0 W2 3050/2-2050 W/701 G TRANS 4 +29.0 -3I .G W3 3030 5F1 W/301 O TRANS 4 +30.4 -33.0 W4 2020 5H 4 +30.4 -33.0 W5 3050 5F1 4 +30.4 -33.0 WG 'vV7 3030 5H I G50 5H 4 5 +30.4 -33.0 +30.4 -40.7 W8 4G50 5H 4 +29.0 -31 .G W9 (2) 3050 5H 5 +29.0 -38.0 W I O 3050 511 4 +29.0 -31 .G DESIGN PRESSURES ARE BASED ON NOMINAL WIND SPEED • 96- =EB KEsS LUI�"I)C'W -- So 5,F. I?4I$ A)ea! 4.4r•1 ZO'mim. 1.L"1/)T)4 (tH.. pIA[..%eon\ F.F.-io Cu=ALU1'E-)WK(7 @ 24" O.C. VAULTED CEILING I G 2X4 P.T, TOP PLATE W/(2) U4" X 3" —/ LINTEL BEAM SAG .5CREW5 EA. TRU55 8" LINTEL BEAM W/(I) #5 112" G.W.B. OVER FI-FOIL OVER 3/4" P.T. FURRING @ 24" O.C. PRE -CAST LINTEL WA I) #5 IX6 P.T. DRAPE BLOCKING ABOVE WINDOWS 1/2" G. W.B. f 5IMF5ON °GA2 ANGLE. -ACKET @ 32 O.C. W/(2) #9 X I 112 SCREWS TO STUD 4 (2) 3/ 1 G' X 1- 112 TAP -CONS TO CONC. BEAM / 5.G. DOOR TOP TRACK 2XG P.T. FRAME HEADER WALL @ I G" O.C. ABV. PKT 5.G. DR. W/(2) 1/4" X 3" LAG 5CRFW5 TO TRU55 @ 24" O.C. d 51MP50N "5PI STUD STRAPS TOP 4 BOTTOM 2X4 P.T. STUDS @ I G" O.C. W/51MP50N "5P4" STUD STRAPS TOP # BOTTOM MT. 5.G. DR. 7/8' STUCCO OVER FELT -BACKED 8 BLOCK WALL BEYOND WIRE LATHE OVER MOISTURE BARRIER OVER 5/8" PLYWOOD (5EE GENT NOTES FOR APPLICATION) FRAMING FOR POCKET SLIDING GLA55 DOOR SCALE: 112" = 1'-0" ENGINEERING SEAL TH15 5TRUCTURE HA5 BEEN DE5IGNED TO MEET THE LOADING REQUIREMENT5 OF THE 5th EDITION OF THE FLORIDA BUILDING CODE (2014), RP510ENTIAL AND A5CE 7-1 O FOR 5TRUCTURAL ELEMENTS ONLY. ARTHURIF P:IFP,=.E.i(2�z-I/ 5530 U.' OCtW,- t 5u'fE G _ MICCO Fi 32976 PROPE55I N1AL ENGINEER # 24G53 O � S � o Q �e N O O ffs N CV O � - Z z n 141 K 13,�CCl AIX movir p FIBER.I - 2968-SC.— I I I 8'-4' 1 51 SI I 24" x 32"x 20" DP. FTG W/ (2) #5 LONG DIM & (3) #5 SHORT D1M.TOP & BOTTOM \ � ❑ t o X 8' �_. .....� _. BS COLUMNS CBS COLUMNS in AS SHOWN AS SHOWN I ( I y 8" THK.EDGE W/1 #5 1 G" DEEP 3000 P51 POURED CONC. SLAB ua W/#4 5TL. @ 1 2" O.C. EA. DIR. OR o GXG #4 ROAD MESH 0, REINFORCING ON .DOG V15QUEEN r MOISTURE BARRIER ON CLEAN COMPACTED, TERMITE TREATED SOIL 51 1 I D COMPACTED TO 95% MODIFIED PROCTOR I I (REF. K.S.M. RPT. DATED 4.3.201 7) 1 7'-10' I \ \ CONC. CURB FOR 90a0 PKTT C NC. CURB FOR �. \ ,=SGD \� - -- - - — — — — — — I i G" DEEP 3000 P51 POURED CONC. SLAB W/#4 5TL. @ 1 2" O.C. EA. DIR. OR I GXG #4 ROAD ME5H REINFORCING ON .00G VISQUEEN M015TURE BARRIER ON CLEAN COMPACTED, TERMITE TREATED 501L COMPACTED TO 95%',40DINED PROCTOR (REF. K.S.M. RPT. DATED 4.3.2017) !=�SiRF.,7a gkgl..Mp I i t..�...-.ns �n [ ill j' �I� 1p M uµil,Li� �i dill ',Ij�iul lll�l i1��'I� Ii,,(I ._F._ 6080 ETRY W/ FIA. (3LINTEL'RBH ONLY i DET IL -'A' Sr Z I i 0 5'-9' 4'-1 ao I I — v 8" THK.EDGE W/1 #5 I u n I 16'-DIA. CBS, COLUMN 2 - PLACES 'ROUND' 24"x 24" x 20" DP. FTG --- W/ (2) #5 TOP & BOTTOM f I I I 1 I I 1 - -12'-DIA.CBS. COLUMN Sr r 1 2 -PLACES 'ROUND'. 24"x 24" x 20" DP. FTG " W/ (2) #5 TOP & BOTTOM x X= PRESSURE GROUTING INJECTION PT. A PARAMOUNT PLUMBING OF BREVARD, INC. 'e.r 5 AR CERTFICAHONOCF61tE0090 120 WESTOVER DRIVE • WEST MELBOURNE, FL 32904 • (321) 951-9902 IV Aes ENGINEERING 5EAL: TH15 STRUCTURE HAS BEEN OE5IGNED TO MEET THE LOADING REOUIREMENT5 OF THE 5th EDITION OP THE FLORIDA BUILDING CODE (2014), RE51DENTIAL AND A5CE 7-1 O FOR 5TRUCTURAL ELEMENTS ONLY. ARTHUR F. MEP, P.E1 U 7--11 8530 U.5. HIGI;yVAY 1-5UITf 8 MICCO F',.-329lt PROFE5510NAL EN$INEEP_a 24G83 N O � S � Oo O Z v o O\ mm M ' I m® --■, - _■, ENDER ME -M■,I - _., -_■, -_■, -_■. O M O PT51ff � rOp1 6ACC1 �3 5ANI6�� MOnl�l�n U N o H QD W `� W 1 LU z e�wU I CD �w~Faa" d' LZ I�rU.(aU o Lu P.( I z 4-N L n W WLLJ z o L 0 CD L vo� 0 UC uj uj ED 'IT . jo — Q 0 t- co co t ca %,0 * w Ey NZoo 0* C,w kom C4 co N �1U ,. i 07� Tq � I� F, a p4 ko W xU�U Z ©org�`pE W F ® A k�l Msl I� W 0 pq 001114 ix Rp. W U ENGINEERING 5EAL: TH15 STRUCTURE HA5 BEEN DE54GNED TO MEET THE LOADING REQUIREMENT5 OF THE 5th EDITION OF THE FLORIDA BUILDING CODE (2014). RE5IDENTIAL AND A5CE 7-10 FOR 5TRUCTURAL ELEMENL5 ONLY. ARTHUR F. PRIEP,. P.E. 6530 U.5. HIGHWAY MICCO FL 32976 1, SUITE 8 PROFESSIONAL ENGINEER# 24683 SCALE: A5 NOTED KfV151ON5 06.02.17 engincerincl FOUNDATION D ETAI L5 5NEET 51 .� 2X8 P.T. FRAMING W/(2) 3/ 1 G' X 3- TAP-0045 @ 12- SPAGNG / t WITHIN 6' EA. END 2X4 BLOCKING 0 V 5PACING ATTACH W/(2) 8d NAILS EA END RECE55 LINTEL RADIUS WINDOW ATTACHMENT / 2X4/2XG TOP PLATE 2X4/2XG STUD5 @ IG'-24"O.C. 4" CONIC. SLAB 1/2, PLYWOOD OR 05D BOTH SIDES W/8d NAILS @ 4- O.C. ALUMINUM DRIP EDGE - 2X FASCIA BOARD w/ (2) 1 Gd NAILS EACH TRU55 .02G ALUM. SOFFIT OR .044 VINYL SOFFIT INSTALLED PER MFG. SPECIFICATIONS ADD INTERMEDIATE I X4 SUPPORT FOR SOFFIT OVER I G" TO 24" MAX. @ 24" O.C. 1/2"APPROVED GYPSUM CLG. BRD. (IX4 CLG. STRIPPING W/(2) IOd NAILS EA. TRUSS (OPTIONAL)) 1/2" GYPSUM WALL BOARD EA. SIDE (SEE CON5T. NOTES) BAIT INSULATION (OPTIONAL) 2X4/2XG P.T. PLATE WI(2) 8d CASE HARD NAILS @ 24" O.C. TYP TYPICAL INTERIOR WALL (NON BEAKING ) SCALE: 1/2' = 1'-0" (2) 51MPSON "ItT5-20" (2) 2X STUDS - NAIL STUDS 12d NAILS W TOGETHER / @ 16" O.C. -(2) 15P411" STUD STRAPS TOP E BOTTOM 1 /2" X 8" J-BOLT OR 5/8" X 7" WEDGE ANCHOR WITHIN 6" OF GIRDER LOCATION MAXIMUM M UPLIFT 2400# (MAX. DEAD LOAD = 3200#) SCALE: N.T.S. TRUSSES TIE TR055 TO HEADER W/ MIN. (2) 2X TOP PLATE OF (I) "MTW-1 2" @ EACH TR655 2 2X ( HEADER OR PER SCHEDULE NO. JACK E STRAP EACH JACK TO OPENING HEADER STUD LJ51NG(1)"LSTA-20"(U 7-O" - 4'-0" (2) - 2xG (1 j J (J ( I ) 5 W/(I 6) I Od NAILS - PL/ 4'- I' - 6'-O" (2) - 2x8 (1) J (2) S OF NAILS IN JACK E HA G'-I" - 8'-0' (2) - 2x10 (2) J (2) 5 NAILS IN HEADER 8'- V-10'-0" (2) - 2x 12 (2) J (3) 5 " w/ 1/2" PLY 2X JACK 2X STUD FOR OPENINGS OVER "SPH4" OR'SPH6" 8' FASTEN STUDS TO STUD STRAPS CONCRETE USING TOP E BOT'TOM "D5A" HOLD-DOWN H EA. 51DE (U.O.N.) 5/8, X 8" A.BOLTS OR I/^2" X I On J-13 6" MAX. G" MAX. 2" X 4" P.T. W/ I Od NAIL5 @ IG' O.C. STAGGERED END WALL TRU55 2x6 P 0 A 2" MINIMUM EDGE DISTANCE FOR ANCHOR BOLT fZj 2' 5-1/2' MIN 1/2" EMBEDMENT FOR ANCHOR BOLT LEADER O.N.) ,CE HALF -F OF -T5 TYP TYPICAL INTERIOR BEARING WALL HEADER SCALE: 1/2" = I'-O' SECTION A -A CONCRETE DRIVE-\ TRUSSES @ 24" O.C. BLOCK WALL j' SOFFIT INSTALLATION SCALE: 1/2" = 1 -0' D.P. - 15.7 P.S.F. #MEWOR ZONE #2) O.P. -I 10.6 P.5.F. RND ZONE #3) 8" MAX. FROM END OF GOAL P05T TYP. EA. END 1/2" x 8" "J" ANCHOR BOLT W/ 1/8" x2" WASHER AND NUT "'�1-32" MAXIMUM SPACING BETWEEN ANCHOR BOLTS 2"x8" P.T. GOAL POST CONCRETE FILLED CELL EACH 51DE OF GARAGE DOOR OPENING WI(I) #5 REBAR SLAB 1 YP GARAGE DOOR BUCK INSTALLATION SCALE: 1O" S /2" = I'- STUD SPACING MAX I G" o.c. (3) 1/2" A.B. w/G" EMBED SPACED EQUALLY r -- � 4-4 JI II II II I II I II II I II JIII II 11FA I 5/8" X 7" WEDGE ANCHOR W/1-3/4" WASHERS @ 24" O.C. (1YP. U.O.N.) M MASONRY/FRAME WALL CONNECTION ALE: 1= I'-O" SC /2" EDGE - - - - - - - ® - - - - - - ®II O O ---______----__--- --I 10 R DGE(D I ---ROOF - - - - - - - - EDGE (D - - - - - --- - - - (D HIP ROOF PLAN ZONEQ 8d RING5HANK @ G" o.c. - ALL SUPPORTS ZONE 2 8d RING5HANK @ 6" o.c. @ INTER E 4" o.c. @ EDGES ZONE 3 8d RING5HANK @ 4" o.c. - ALL SUPPORTS 1 . 0. 1 13" NOMINAL SHANK DIAMETER. 2. RING DIAMETER OF 0.0 12 OVER SHANK DIAMETER. 3. 1 G TO 20 RINGS PER INCH. 4. 0.280" FULL ROUND HEAD DIAMETER. 5, 2" NAIL LENGTH, TYP ROOF SHEATHING NAILING ZONE SCALE: N.T.S. MIN. FLEXIBLE CONCRETE WATERPROOF MEMBRANE J EXTERIOR OF OPENING E ENTIRE RETURN. WINDOW )CKS TO 15C CAULKED TO BLOCK OPENING E WINDOW 3TALLED E SEALED PER MANUFACTURER'S SPECIFICATIONS. ALANT TO COMPLY WITH AAMA 800 OR A5TM C920, ASS 25 GRADE NS OR GREATER TYPICAL MASONRY FENESTRATION FLA5HING SCALE: 1/2" - P-O" DOUBLE TOP PLATE SPLICE CONNECTION (LOAD BEARING WALL) 1. EVERY OTHER TRUSS SHALL OCCUR OVER A STUD. 2. BOTTOM 2X4 OF TOP PLATE SHALL BE SPLICED OVER A STUD ONLY. 3. TOP 2X4 OF TOP PLATE SHALL BE DISCONTINUOUS OVER A STUD AT LEAST 32" FROM A BOTTOM 2X4 DISCONTINUITY. 4. DOUBLE TOP PLATES FACE NAIL W/I Od NAILS @ I G` O.C. CONNECTOR PER FRAMING PLAN U5P "HCDP" (U.O.N.) 3/4" X 8" X 2" ANCHOR BOLT 2X4 P.T. BOTTOM PRE-ENG. WOOD TRU55E5 @ 24" O.C. (U.O.N.) 1 /2" X I O" ANCHOR BOLTS (OR MUD SILL ANCHORS) W/2" X 2" WASHERS (7" EMBED) @ 24" O.C. (TYP. U.O.N.) I G" NOTE THAT EXTERIOR SHEATHING MUST BE NAILED TO TOP PLATE E BOTTOM PLATE W/8d NAILS @ 4" O.C. JOINT5 E INTERIOR @ G" O.C. OR EQUAL STRAP STRAP TOPE BOTTOM (SEE PLAN) 2X4 DBL. TOP PLATE STRAP EVERY OTHER 5TUD TOP E BOTTOM W/LISP "SPTH4" DIRECT TRU55-TO-MA5ONRY E EMBED ANCHORS ETA-22 ZAP5 EVERY OTHER STUD @ O.C. MAX. LOADING PER TRU55 @ 24" O.C. _ UPLIFT-425 REACTION-2000 LB KNEE WALL DETAIL SCALE: 1/2" = P47 THI5 DETAIL 15 TO DESCRIBE APPROPRIATE MEA5URE5 TO TAKE WHEN EMBEDDED TRU55 ANCHC)R5 HAVE BEEN MISPLACED. 1. IF THE DISTANCE OF THE STRAP BEING OFF 15 1/8" OR LESS, NO CORRECTIVE MEASURES ARE REQUIRED. 2. IF THE DISTANCE OF THE STRAP BEING OFF IS BETWEEN 1/8" TO I ", A WOOD SHIM OF APPROPRIATE THICKNESS MUST BE INSTALLED BETWEEN THE STRAP AND THE TRU55 WITH AN INCREASE IN NAIL LENGTH TO EQUAL OR EXCrtD THE THICKNESS OF THE SHIM. 3. IF THE DISTANCE OF THE STRAP BEING OFF EXCEEDS I ", THEN THE STRAP MUST BE REPLACED WITH THE APPROPRIATE FIX AS RE' -WIRED BY THE UPLIFT LOAD PER THE DETAIL BELOW. (7) 1 Od COMMON NAILS (4) 3/ 1 6"x2-1/4" HEX HEAD TAP -CON MA50NPY ANCHOP SIMP50N "MTSM 20" TW15T STRAP CMU BOND BEAM -LED SOLID w/ 2500 P51 )NCRETE E (1) #5 REBAR Z 8" 'CAST-CRETE' OR )UAL PRECAST LINTEL -LED SOLID w/ 2500 P51 -JNCRETE E (1) #5 PE13AP FIX FOR MISPLACED TRUSS ANCHORS * ALTERNATf- ROOF TRUSS FOR REINFORCING SEE TYP OR FRAMING MEMBER TO MASONRY CONNECTOR DETAIL PLAN AND WALL SECTIONS N.T.S. MAXIMUM UPLIFT 920 Ib5. w/(6) I Gd NAILS (1) STRAP MAXIMUM UPLIFT 1 500 L35 w(S) I Gd (2) STRAPS MAXIMUM UPLIFT 1000 Ib5. w9(7) 1 Od NAILS E 12GO Ib5. w/(I 0) I Od NAILS " FOR MAXIMUM UPLIFT 1600 LB5., USE H I G5 SADDLE STRAP w/(G) 1/4" x 2-1/4" HEX -HEAD TAP•CON5. IX8 P.T. BUCK W/HILTI "DNI-37 P8" @ 8" O.C. E MINIMUM 4" EACH END STAGGERED DOOR RATED FOR DE51GN PRESSURES #5 VERTICAL STEEL A5 5PECIFIED ON FLOOR PLAN EACH SIDE OF OPENING IN POURED CELL EXTERIOR FIN1511� *OPTION TO USE 2X8 P.T. w/(2) 1/4" X 3" FA TAP- ONS TENEP.S 24 11 O.C. E C S : r• 8" MAXIMUM EACH END (RECESS I/4" INTO 2X JAMB5) INSTALL DOOR PER MANUFACTURERS DOOR FRAME w/ 3/ 1 G" x 3" TAP -CON SPECIFICATIONS. PRODUCT APPROVAL FASTENERS PER MANUFACTURERS REQUIRED FOR DOOR E INSTALLATION RECOMMENDATIONS w/ MINIMUM 1- 1/4" PENETRATION INTO BLOCK DB DOOR BUCK DETAIL (MASONRY) SCALE: 1/2" = 1'-0" IX4 P.T. WINDOW BUCK w/HILTI "DNI 37 P8" @ 8" O.C. E MINIMUM 4" EACH END (STAGGERED) PRE -CAST SILL - #5 VERTICAL STEEL IN POURED CELL EA. 51DE OF WINDOW OPENING / 2X4 P.T. WINDOW BUCK w/(I) 1/4" X 2-3/4" TAP -CON FASTENERS @ IG" O.C. STAGGERED (RECESS 1 /4" INTO 2X BUCK) G" MAXIMUM EACH END 1/2" GYPSUM BOARD 3/1 G" X 3" TAP -CONS PER SCHEDULE MARBLFJWOOD WINDOW SILL THIRD WINDOW E BUCK MINIMUM I' EMBEDMENT INTO BLOCK WINDOW RATED FOR DE51GN PRESSURES AS 5PECIFIED ON FLOOR PLAN PRODUCT APPROVAL REQUIRED FOR WINDOW AND INSTALLATION WB WINDOW BUCK DETAIL MASONRY SCALE: 1/2" = 1'-0' P.T. FURRING LIN5TALL WINDOW w/ WOOD SCREWS PER MANUFACTURERS SPECIFICATIONS OPTIONAL USE OF 2X BUCK NOTE` TL-LVINDOW MULLIONS TO BE DESIPNED FOR PRE55URE @ 1.5X THAT OF THE WINDOW DE51GN pRE§SURE A5 STATED ON FLOOR PLAID DE51GN CRITERIA MASONRY NOTES DE51GN GRAVITY LOADING I . L�ON57P�UCTION. WORKMANSHIP AND MATERIALS SHALL CONFORM TO SUPERIMPOSED DEAD LOADS: ROOF FLOORS (IF APPLICABLE) ACT 318 OR ACT 5301A5CE 5TM5 402, METAU511INGLE: 2. CONCRETE MASONRY WALL SHALL BE NORMAL WEIGHT, GRADE N. TYPE I TOP CHORD 10 P.S.F. 1 O P.S.F. OR 1 1. CONFORMING WITH A5TM C90'STANDARD SPECIFICATIONS FOR BOTTOM CHORD 5 P.5.F. I O P.5.F. HOLLOW LOAD BEARING CONCRETE MA50NRY UNITS." CLAY TILE: 3. THE NET AREA COMPRE551VE STRENGTH OF MASONRY UNITS (fm) SHALL TOP CHORD 20 P.5.F. BE 1500 F51 U51NG TYPE -5- HIGH STRENGTH MORTAR. BOTTOM CHORD 5 P.S.F. 4. THICKNESS OF MORTAR BED SHALL NOT EXCEED 5W. SUPERIMPOSED LIVE LOADS: 5. MASONRY REINFORCING STEEL BARS SHALL BE CONTINUOUS WITH A LAP TOP CHORD 20 P.5.F. 40 P.S.F. 5PLICE OF 40 BAR DIAMETER (MINIMUM). BOTTOM CHORD' 10 P.S.F. G. THE CONTRACTOR 15 RESPONSIBLE TO ENSURE THAT ALL MA50NRY STRUCTURAL ELEMENTS ARE ADEQUATELY BRACED TO RE515T WIND, BACK •ATTIC TRUSSES FOR LIMITED STORAGE TO HAVE ADDL I O P,S.F. FILLING, 501L COMPACTION AND OTHER NATURAL AND CONSTRUCTION FORCES OCCURRING DURING CONSTRUCTION. BRACING SHALL REMAIN IN ROOF MEAN HEIGHT NOT GREATER THAN 15' PLACE UNTIL THE STRUCTURE IS COMPLETE. RESIDENTIAL OCCUPANCY = GROUP R 7. MASONRY GROUT SHALL BE PROPORTIONED AND PRODUCED TO HAVE A CONSTRUCTION TYPE - V SLUMP OF BETWEEN 8 AND I I INCHES. R15K CATEGORY = i I 8. WHEN DOWNPOURS EXCEED 5 FEET IN HEIGHT, PROVIDE A CLEAN-CUT ULTIMATE WIND SPEED = 160 MPH HOLE AT THE BOTTOM CELL. CLEAN THE CELL BY REMOVING ALL MORTAR NOMINAL WIND SPEED = 124 MPH DEBRIS, LOOSE AGGREGATES AND ANY MATERIAL DELETERIOUS TO MASONRY EXF05URE = B GROUT. INSTALL AND SECURELY TIE THE VERTICAL STEEL REINFORCEMENTS WIND IMPORTANCE FACTOR = 1.0 N O O TOGETHER. CLOSE THE OPENING AFTER INSPEC710N. INTERNAL PRESSURE COEFFICIENTS = . 18 9. CONCRETE REINFORCING BARS SHALL CONFORM TO A5TM A515, GR GO. STRUCTURE 15 DESIGNED TO MEET FBC 5th EDITION (2014) DETAIL, FABRICATE AND INSTALL REINFORCING PER REQUIREMENTS OF -- CAN GEOGRAPHIC ACI-318. CLIMATr DESIGN CRITERIA SUBIECT TO DAMAGE FROM: - TO. PROVIDE CORNER BARS AT INTERSECTIONS OF FOOTING THE SAME 51M WEATHERING -NEGLIGIBLE AS 5PECIFIED REINFORCING WITH MINIMUM LAP OF 25'. TERMINATE VERTICAL TERMITES - VERY MFAW STEEL WITH ACT STANDARD HOOKS (I (Y FOR #5); TO PROVIDE CONTINUOUS REINFORCING FROM FOOTING TO UPPERMOST BOND BEAM VERTICAL STEEL COMPONENTS 4 CLADDING (P.S.F. BASED ON EFFECTIVE AREA I O S.F. SHALL HAVE A MINIMUM CLEARANCE OF I" FROM MASONRY. g NOMINAL WIND 5PEED): 11 . MASONRY WALL MUST BE SUPPORTED BY A MINIMUM 20" OF MASONRY WALL WIDTH (5-1/2' FOR8-MA5ONRYWALL). 33.0 WALL = ZONE 4 +30.4 -40.7 12. MA50NRY ROUGH OPENINGS SHALL NOT VARY FROM -1/4' TO + 1/2". ZONE 5 +:i0.4 -- 40. ROOF = ZONE I + 17.5 -27.8 WOOD NOTES ZONE 2 + 17.5 -40.4 1. TLLWOOD FRAMING CONSTRUCTION, WORKMANSHIP AND MATERIALS ZONE 3 + 17.5 -71.6 (INCLUDING TRU55E5) SHALL CONFORM WITH THE SPECIFICATIONS AND OVERHANG = ZONE 2 +35.7 -62.9 REQUIREMENTS OF THE REFERENCES LISTED BELOW: ZONE 3 +35.7 -71.9 *AMERICAN INSTITUTE OF TIMBER CONSTRUCTION' THIRD EDITION 1985 GARAGE DOORS = 9070 + I G. 1 -18.2 'NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION' 2001 I G070 +15.5 -17.2 AND SUPPLEMENTS 'U.S. PRODUCT STANDARD P5 I' NATIONAL FOREST PRODUCTS I . DESIGN A5 FULLY ENCLOSED BUILDING. ON 2. ALL OPENINGS ARE REQUIRED TO BE PROTECTED WITH IMPACT RESISTANT 2. TRUSS FRAMINGLUMBER 2. TRUSS FRAMING MEMBERS SHALL BE SPECIES AND GRADES MATERIAL OR APPROVED SHUTTERS. PERMANENT COMPLIANCE LABELING 15 WHICH WILL PRODUCE DESIGN VALUES EQUAL T THE VALUES REQUIRED ON THESE PRODUCTS. % M.C.XCEEDING LISTED FOR SOUTHERN YELLOW PINE NO. 3, 19% .0 3. GLAZED OPENING PROTECTION SHALL MEET THE REQUIREMENTS OF THE 3. GALVANIZED METAL HANGERS AND FRAMING ANCHORS SHALL BE USED LARGE MISSILE TEST OF A5TM E 1996 AND OF ASTM E 1886, 55TD 121 OR AND SHALL BE FASTENED IN ACCORDANCE WITH THE MANUFACTURERS PA TA5 201, TA5 202 AND TA5 203 OR AAMA 506. 5PECIFICATION5. 4. ALL GLA55 4 GLAZING SHALL MEET LOAD REQUIREMENTS OF SECTION 4. ANCHORING AND NAILING NOT INDICATED SHALL COMPLY WITH THE R308, FBC 5th EDITION (2014). RESIDENTIAL. FASTENING SCHEDULE PER TABLE 2304.9.1 FBC 5th EDITION (20I4), BUILDING. CONSTRUCTION NOTES 5. TRUSSES SHALL BE DESIGNED TO MEET THE MINIMUM LOAD5 A5 1. A ATE IAL5 AND WORKMANSHIP SHALL CONFORM TO THE DRAWINGS ALL M R SPECIFIED UNDER DESIGN CRITERIA. AND SPECIFICATIONS LISTED. 6. E.O.R. TO APPROVE TRU55 DE51GN CRITERIA MOP, TO MANUFACTURING. 2. THE GENERAL CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION 7. ROOF SHEATHING SHALL CON515T OF 1/2' NOMINAL APA SPAN RATED, SHOWN ON THE DRAWINGS. ANY QUESTIONS OR D15CREPANCIES SHALL BE EXPOSURE I PLYWOOD OR ORIENTED STRAND BOARD NAILED TO SUPPORTS BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE STARTING WITH 8d NAILS @ 4' SPACING ALL PERIMETER FROM FASCIA 4' BACK 4' O.C. CONSTRUCTION. @ EDGE 4 G' O.C. IN FIELD; 4' BOTH SIDES OF RIDGE, G' O.C. ALL OTHERS. 3. THE STRUCTURE HAS BEEN DESIGNED TO MEET THE MINIMUM LOADING 8. GABLE END WALLS AMC) EXTERIOR WOOD FRAMING SHALL BE SHEATHED REQUIREMENTS OF CHAPTER 3 OF FBC 5th EDITION (2014), RESIDENTIAL. WITH 1/2' NOMINAL AFA SPAN RATED, EXPOSURE I PLYWOOD OR 0.5.6. THE 4. ANY WALL OVER I O' HIGH WILL BE BRACED 4 REMAIN BRACED UNTIL BOND SHEATHING SHALL BE ATTACHED TO FRAMING MEMBERS WITH 8d NAILS @ 0 BEAM 15 POURED. SPACING UNLE55 NOTED OTHERWISE. 5. EXTERIOR WALLS WITH SEPARATION DISTANCE LE55 THAN 5' (REF. TABLE 9. PLYWOOD 5HEATHING ON ROOF AND EXTERIOR WALLS SHALL BE INSTALLED R301.1(1)) SHALL HAVE NOT LE55 THAN I -MR FIRE RE515TANCE RATING PER WITH THE LONG DIMENSION HORIZONTAL AND STAGGERED. FBC 5th EDITION (2014), RE5IDENTIA L51 C NrR302„-r----✓-�---- 10 ALL PRE55URE TREATED LUMBER AND PLYWOOD SHALL BE 5.Y.P. NO. 2, IND G LEA DIMENSIONS 24' HIGH X 2V WIDE (FIRST FLOOR 19% MAX. M.C., PRESSURE TREATED IN ACCORDANCE WITH AWPA = 5.0 5.F) (SECOND FLOOR- 5.7 5.FJ. STANDARDS C I AND C2 WITH A WATER BORNE PRESERVATIVE IN N ITF1 A SEALANT COMPLYING WITH AAMA ACCORDANCE WITH STANDARD P5. FIELD -CUT MEMBERS SHALL RECEIVE A 800 OR A5TM C920, A5TM C 1281, AA812 OR OTHER APPROVED BRUSH -APPLIED PRESERVATIVE. STANDARD. 1 1, BEARING WALLS SHALL BE FRAMED WITH 2X4 5.P.F. NO. 2 LUMBER @ 8. INSTALL ALL APPROVED CORRO5ION-RE5I5TANT FLASHING AROUND I G' SPACING WITH DOUBLE TOP PLATES. ALL NAIL5, SCREWS AND BOLTS WINDOWS 4 DOORS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY PER USED IN CONSTRUCTION OF THE LOAD BEARING STRUCTURE SHALL BE 703.5 "FLASHING' COMMON. DEVIATIONS TO THE FASTENERS SPECIFIED ON THE PLANS SHALL 9. YPSUM BOARD MATERIALS 4 ACCESSORIES SHALL CONFORM TO ASTM BE APPROVED BY THE ENGINEER PRIOR TO INSTALLATION. C22, C475. C514, C I D02, CI 1047, C 1177, C 1 178, C 1278, C 1396 OR 12, DEAD VALLEYS 70 BE FRAMED WITH MAXIMUM 2'-6' WIDTH. C I G55 4 SHALL BE INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF TM15 SECTION. SECURE WITH 'GWE54' DRYWALL SCREWS g 8' O.O.g ROOFING EDGES 4 @ 12. O.C. IN FIELD - STUDS @ 6" OR 24" O.C. ADHESIVES FOR 1 GOOFING SHINGLES MUST COMPLY WITH THE APPLICABLE PROVISIONS OF THE 5TALLA 'ON OF GYPSUM BOARD SMALL CONFORM T T C557. A5TM D 3161 CLASS F OR D 7156 CLASS H OR TA5 107 AND . GYP5U CEILING BOARD HALL E 112. CEILING BOA (SAG UNDERLAYMENT MUST COMPLY WITH A5TM D225 OR D4869 TYPE I OR I I RESISTANT) OR 5/6' GYPSUM BOARD FOR 24" O.C. FRAMING. WITH A MINIMUM SLOPE OF 202. 1.15E DOUBLE UNDERLAYMENT FOR SLOPE 1 1. ALL TUB AND SHOWER AREAS TO HAVE CEMENT, FIBER -CEMENT OR 2: 12 TO 4:12 PER R905.2.7. FASTEN SHINGLES WIT 2-GAUGE GALVANIZED GLA55 MATT GYPSUM A5 BACKER FOR TILE AND WALL PANELS. ROOFING NAILS (MIN. 3/8' HEAD) PER A5TM F-I GG7. NAIL5 MUST PENETRATE 12. STRUCTURE TO MEET FIRE RESISTANCE RATINGS PER SECTION R302, ROOF SHEATHING PER R905.2.5 FBC 5th EDITION (2014), RESIDENTIAL, WITH FBC 5th EDITION (2014). RE5IDENTIAL, FOK TYFE V CONSTRUCTION. ALL A MINIMUM (4) NAILS PER STRIP SHINGLE OR (2) NAILS PER INDIVIDUAL ACCE551BLE AREAS UNDER 5TAIR5 SHALL HAVE T/2' GYPSUM BOARD APPLIED SHINGLE. 70 CEILINGS 4 WALLS (INCLUDING UNDER STAIR SURFACE). 2. OPTIONAL CLAY TILE ROOF MUST COMPLY WITH APPLICABLE PROVISIONS 13. LANDINGS SHALL BE PROVIDED AT EACH EXTERIOR DOOR. THE WIDTH OF OF A5TM C 1 167. UNDERLAYMENT MUST COMPLY WITH A5TM D226 TYPE 11, EACH LANDING SHALL NOT BE LE55 THAN THE DOOR SERVED. EVERY LANDING A51LM D2626. A5TM D 1970 OR A5TM DG380 MINERAL SURFACE ROLL SHALL HAVE A MINIMUM DIMENSION. Of 3'v' MFA5URED IN THE DIRECTION OF ROOFING. ONE (1) LAYER UNDERLAYMENT FOR SLOPE 4:12 OR GREATER PER TRAVEL PER FBC 5th EDITION (2014), RE`6CsYJTIAL, SECTION R31 I.7.6. R905.3 FBC 5th EDITION (2014). RESIDENTIAL. 14. STUCCO APPLICATION: 3. METAL ROOFING TO BE MINIMUM 2GGAUGE 4 INSTALLED PER MFG. FRAME: 7/8' CEMENTITIOU5 FINISH PER A5TM C92G OVER FELT BACKED SPECIFICATIONS TO MEET DE51GN PRE55URE5 AS 5PECIFIED, METAL LATH (INSTALLED PER A5TM C I063) OVE^. TYVEK OR HOUSE WRAP 4. VALLEY FRAMING SHALL BE MINIMUM 24' WIDE OF CORROSION RESISTANT (APPROVED WATER RE515TANT BARRIER). CEMENTITIOU5 FINISH TO BE METAL PER TABLE R905.2.8, FBC 5th EDITION (2014), RESIDENTIAL. INSTALL APPLIED IN (3) LAYERS WITH A TOTAL THICKNESS OF 7/8'. FIRST (2) LAYERS ALL FLASHING PER R905.2.8, FBC 5th EDITION (2014), RESIDENTIAL. AT 3/8' THICKNE55 WITH FINISH LAYER AT 1/8'THICKNE55. CONTROLJOINT5 (PREFABRICATED EXPAN51ON MEMBER) TO, BE INSTALLED ON VERTICAL DYAC SURFACES (RECEIVING STUCCO) EXCEEDING 144 S.F. THE D15TANCE I .. -FA551VE RETURN AIR FLOW TO BE PROVIDED BETWEEN ALL ROOMS WITH BETWEEN CONTROL JOINTS TO BE I V IN F.•THER DIRECTION OR NOT TO AIR CONDITIONING PER CHAPTER 4, FBC 5th EDITION (2014) MECH-CODE. EXCEED A LENGTH TO WIDTH RATIO OF 25 TO TO. (MINIMUM 50 50. IN.) MAINTAIN A MINIMUM I' CLEARANCE UNDER DOOR5. MASONRY: 112" CEMENTITIOU5 FINISH PER A5TM C926 APPLIED IN (2) ALL BEDROOMS WITH A/C SUPPLY IN WALK-IN CL05ET OR BATH WILL HAVE LAYERS. FIRST LAYER AT 3/8' THICKNE55 AND FINISH LAYER A7 I/8' PA551VE A/C GRILL ABOVE DOOR (MIN. 40 50. IN.). THICKNESS. USE (2) COATS ELA5TOMERIC PAINT MN15H WITH FIRST COAT AS 2, NO DRYER VENTS WITHIN id OF OUTSIDE A'C UNITS OR 3' OF OPENINGS A 5EALER/PRIMER AND FINISH COAT. STUCCO REQUIRES MAINTENANCE AND TO BUILDINGS. INSPECTION FOR CRACKS ON A REGULAR BASIS. STUCCO WILL CRACK AT 3. ALL HABITABLE ROOMS ARE TO HAVE GLAZING OF NOT LE55 THAN 6 % OF 5TRE55 AREAS SUCH AS CORNERS OF WINDOW5 AND DOOR5. THESE THE FLOOR AREA (WINDOWS, DOORS, LOUVERS OR OTHER APPROVED CRACKS SHOULD BE SEALED AND RE -PAINTED AS REQUIRED. OPENINGS TO THE OUTSIDE) OPENA13LE AREA Of NOT LE55 THAN 4 % OF THE 15, WOOD STRUCTURAL PANEL SIDING 4 WEATHER RESISTANT SIDING TO BE FLOOR AREA FOR VENTILATION. EXCEPTION: MECHANICAL VENTILATION AT INSTALLED PER TABLE 12703.4 FBC 5th EDITION (2014), RESIDENTIAL. THE RATE OF .35 AIR CHANGES PER HOUR OR WHOLE HOUSE VENTILATION 1 G. HOT WATER TO BATHTUBS, WHIRLPOOL BATHTUBS 4 BIDET VALVES TO SYSTEM PROVIDING OUTDOOR AIR AT A RATE OF 15 CFM PER OCCUPANT. BE LIMITED TO 120' F. 4.. AIR HANDLERS INSTALLED IN ATTIC WILL MEET REQUIREMENTS BELOW: 17. WATER HEATER T4P RELIEF VALVE FULL 51ZE TO EXTERIOR. WATER HEATER 4.1 THE SERVICE PANEL OF THE EQUIPMENT 15 LOCATED WITHIN 51X (G) AT FINISH FLOOR LEVEL TO BE IN PAN WITH DRAIN TO EXTERIOR WITH FEET OF AN ATTIC ACCESS. THERMAL EXPANSION DEVICE. 4.2 A DEVICE 15 INSTALLED TO ALERT THE OWNER OR 5HUT THE UNIT 18. COMBUSTIBLE INSULATION SMALL BE SEPARATED A MINIMUM Of 3" DOWN WHEN THE CONDENSATION DRAIN 15 NOT WORKING PROPERLY. FROM RECESSED LIGHTING FIXTURES, FAN MOTORS AND OTHER HEAT 4.3 THE ATTIC ACCE55 OPENING IS Or SUFFICIENT 51ZE TO REPLACE THE PRODUCING DEVICES. AIR HANDLER. 19. ATTIC ACCESS PANELS OR STAIR ENCLOSURES MUST HAVE A MINIMUM 4.4 A NOTICE 15 POSTED ON THE ELECTRIC SERVICE PANEL INDICATING N.UTE, FlRfSAT.UNG ,- TO THE HOMEOWNER THAT THE AIR HANDLER 15 LOCATED IN THE ATTIC. WALL 4 CEILING FINISHES SHALL HAVE ArLAME SPREAD INDEX OF NOT 5. AIR HANDLERS LOCATED IN THE GARAGE MUST HAVE A MINIMUM OF 26 TER THAN 200 4 A SMOKE -DEVELOPED INDEX Or NOT GREATER THAN GAGE SHEET METAL WITH A MINIMUM R4.2 INSULATION WRAP. ALTERNATIVE TEST METHOD TO ABOVE INDEX'S PER FBC SECTION 9.4. INSULATION MATERIAL, INCLUDING FACINGS, SUCH AS VAPOR EXTERIOR SHEAR WALLS DERS 4 VAPOR PERMEABLE MEMBRANES INSTALLED WITHIN FLOOR/ 1 SMALL BE SECTIONS OF BLOCK WALLS WITH BOND BEAM AND BETWEEN G A55EMBLIE5, ROOF/CEILING ASSEMBLIES, WALL ASSEMBLIES, CRAWL DOWNPOURS WITHOUT ANY OPENING WITHIN TH155ECTION LARGER THAN 2 ES 4 ATTICS SHALL HAVE A FLAME SPREAD INDEX NOT TO EXCEED 25 "5MOU-DEVELOPED S.F. AN ACCOMPANYING 5MOKE-DEVELOPED INDEX NOT TO EXCEED 450 GABLE END WALLS TESTED IN ACCORDANCE WITH A5TM E 84 OR UL 723. EXCEPTIONS 1. ALL GABLE END WALLS WITH SPAN 24'OR GREATER TO HAVE A BOND BC 5th EDITION (2014), RESIDENTIAL, SECTION R302. 10,1 . BEAM WITH (2) #5 RE -BAR TOP COURSE AND (1) #5 RE-BARBOTTOM COURSE. CERAMIC TILE SURFACES SHALL BE INSTALLED IN ACCORDANCE WITH WALL TO AL50 HAVE HORIZONTAL JOINT REPLACEMENT g 16' O.C. A106.1,A108A,A105.5, A 108.64 A 108. 1 I, A 118. I, AI 18.3,. I R A 137. I. GARAGES 4 CARPORTS FOUNDATION NOTES I - GARAGES SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC 1. FOOTERS AND SLABS ARE TO BE FORMED UPON SOIL WITH A MINIMUM AREA BY NOT LE55 THAN 1/2' GYPSUM BOARD APPLIED TO THE GARAGE SIDE. SAFE UNIFORM BEARING CAPACITY OF 2000 P.5.F. (REF. TABLE R401.4. 1, GARAGES BENEATH HABITABLE ROOMS SMALL BE SEPARATED FROM ALL FBC 5th EDITION (2014), RESIDENTIAL). MABITABLC ROOMS ABOVE BY NOT LE55 THAN 5/8' TYPE "X' GYPSUM BOARD 2. IT 15 THE RE5PON5113ILITY OF THE CONTRACTOR TO PROVIDE THE UNIFORM OR EQUIVALENT. GARAGE FLOOR SURFACES SHALL BE OF APPROVED BEARING CAPACITY UNDER ALL FOUNDATIONS. NONCOMBUSTIBLE MATERIAL. 2. ALL DOORS FROM GARAGE TO LIVING AREA TO BE 5ELF-CL051NG. TERMITE TREATMENT 3, NO OPENING SMALL BE PERMITTED BETWEEN THE GARAGE AND A SLEEPING T. TWO TERMITE TREATMENTS ARE REQUIRED. OTHER OPENINGS SHALL BE EQUIPPED WITH SOLID CORE DOOR 1-3/8' A) PRE-TREATMENT PRIOR TO SLAB POUR. (A) MIN. THICKNE55 (20 MIN. FIRE -RATED). ANY DUCT WORK IN THE GARAGE OR MIN. TREATMENT AFTER FINAL LANDSCAPING. PENETRATING THE WALLS OR CEILING SEPARATING GARAGE FROM THE MAIN CHEMICAL BARBER METHOD SHALL BE COMPLETED IN ACCORDANCE WITH FBC HOUSE SMALL BE MIN. 26GAUGE SHEET STEEL AND HAVE NO OPENING IN THE CHAPTERS/ SECTION 104/ T 503/ 1816 AND 2303, GARAGE. 4. GARAGE DOORS MUST HAVE PERMANENT COMPLIANCE LABELING AFFIXED P05T INSPECTION CERTIFICATE SMALL STATE: THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TO DOOR. THE TREATMENT 15 IN ACCORDANCE WITH THE RULES AND LAWS OF FLORIDA BUILDER NOTES DEPART MENT OF AGRICULTURE AND CONSUMER 5ERVICE .- I THESE DRAWINGS WERE PREPARED WITH THE ASSUMPTION THE 2. BORATE ALTERNATIVE WOOD TREATMENT IN LIEU SUBTERRANEAN SOIL . CONTRACTOR/OWNER-BUILDER I5 KNOWLEDGEABLE OF COMMON AND LOCAL TREATMENT PER SECTION R318 FBC Sth EDITION (20101 4), RESIDENTIAL BUILDING CODES. LOT DRAINAGE 2, THE CONTRACTOR SHALL VERIFY THAT THE STRUCTURE 15 CONSTRUCTED T. LOTS SMALL BE GRADED 50 A5 TO DRAIN SURFACE WATER AWAY FROM WITHIN THE CONFINES OF THE BUILDING PARAMETER. FOUNDATION WALLS. THE GRADE AWAY FROM FOUNDATION WALLS SMALL 3. THE CONTRACTOR/OWNER-BUILDER SMALL VERIFY ALL DIMENSIONS PRIOR FALL A MINIMUM OF G' WITHIN THE FIRST 10 - 5 % GRADE. TO CONSTRUCTION. ANY D15CREPANICE5 SHALL BE BROUGHT TO THE 2. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS TO ATTENTION OF THE DESIGNER PRIOR TO CONSTRUCTION. BE RAISED A MINIMUM 3' ABOVE GRADE. 4, THE FLOOR PLAN SHALL BE VERIFIED BYTHE CONTRACTOR/OWNER-BUILDER TO CORRESPOND WITH THE FINAL ENGINEERED CONCRETE NOTES TRU55 LAYOUT. 1. ALL CONCRETE CONSTRUCTION, WORKMANSHIP AND MATERIAL SHALL COMPLY WITH THE REgUiREMEN 5 OF ACT 318.02 PER F.B.C. 5• DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE. 2. ALL CONCRETE FOR SLAB WORK SMALL BE 2500 P.5.1. WITH 5LUMP OF 4 IN ± I IN, ALL LINTEL BEAMS 4 DOWNPOURS SMALL BE 3000 P.S.I. CELL FILL CONFORMING TO A5TM C-476 WITH SLUMP OF 7 IN. ±I IN. UNLESS OTHERWISE NOTED. 3. ALL REINFORCING STEEL IN SLAB ONLY SHALL BE DEFORMED BARS CONFORMING TO A5TM AG 1 5-87 GRADE 40. BAR5 SHALL BE FREE OF COATINGV THAT WILL REDUCE CONCRETE BOND PER ACI 31 & 4. ALL CONCRETE REINFORCEMENT SHALL BE DETAILED, FABRICATED, LABELED, SUPPORTED AND SPACED IN FORMS AND SECURED IN PLACE IN ACCORDANCE WITH ACT 315 "DETAILS AND DETAILING OF CONCRETE REINFORCEMENT'MIN. 3• COVER.' 5. ALL PRECAST LINTELS MUST MEET OR EXCEED U360 VERTICAL DEFLECTION. LINTEL IT-4* 4 LONGER WITH A NOMINAL HEIGHT OF 8' MU5T MEET OR EXCEED U180, G. ALL BAR SPLICES, DOWELS AND CONCRETE COVERAGE SHALL MEET THE REQUIREMENTS OF R606.9 AND TABLE RGOG.9.2. MINIMUM LAP SPLICE SMALL BE #4 = 20, #5 = 25'. #6 = 34- AND 07 = 42'. 7. CALCIUM CHLORIDE SHALL NOT BE U5ED IN ANY FORM. 8. UNLE55 OTHERWISE PERMITTED OR SPECIFIED, CONCRETE 5HALL BE - PROPORTIONED AND PRODUCED TO HAVE A SLUMP OF 4 INCHES ± i INCH. 9. #4 MOMENT TRANSFER BARS TO BE U5ED WITH FIBERME5H 5LAB. 10. CONCRETE CRACKING MAY OCCUR 4 MAY RESULT IN SLIGHT VERTICAL DISPLACEMENT WITH USE OF FIBERME5H CONCRETE. tV U 1=4 aH � � F Z � � A Lu Lu 1 z W4 t~ H \0 U W (�O �pU(� W WzrA �H QD Cn to 00 IG LU U Z cn U75 wuj p z U - Lu Z N U I� OLU U cL Q cM #y� N Z q1 0 ® � 0 to H a WN�a�o�U 040 zW ( f C M4 w 11.,0w 1 A p n I� -94 1'n7 0 �1 wa w 14 ENGINEERING SFAy TH15 STRUCTURE HAS BEEN DESIGNED TO MEET THE LOADING REQUIREMENT5 OF THE 5th EDITION OF THE FLORIDA BUILDING CODE (2014), RESIDENTIAL AND A5CE 7-1 O FOR 51RUCTLIRAL ELEMENTS ONLY... ARTHUR F FRIED P.E./b,2./� 8530 U.S. MICCO HIGHWAY 1, SUITE 6 FL 32376. PROFESSIONAL ENGINEER# 24683 SCALE: A5 NOTED - REVISIONS 06.02.17 enclincerincl 09. 14. 17 plan5 review TYPICAL DETAILS NOTES SHEET 52 io sr 2" 19' 2" 2' 0" 6' 2" 2' 0" 1 31' 10" '-0" BEARING AIL BEARING TRUSS. EFER TRUSS ENGINEERItIG FOR \�;J - Q ! VERHANG REINFO CEMENT iir 1:M A- 11", im1��i t I i I• ; I��I I �!5 I��i� I I��I I ! - ! I r I�If�I r�li�_ill��� �_..�'� I !� i i i�E� - I i � --i��i ! i ° � I ' I �I►7i� w.� iii � �z��� L• I �•��►�!:A�! r� 1ii�. �• iliai©,� trio I p !11 I If.:��� I 't����i� :,_� �„ it ; i��� II�I� I��IIi�[! ' ,.r(r Np���_ _=�_■iu_o�— I���,,� :N AW ., 4. Bt ... Q • �FJi� ��� ' �r.��!Jlll�l��a , .° i i•m I. •' OJ 9 TRUSS END DETAIL HEEL = 2X4 SQUARE CUT OVERHANG 12 6 4-3/16" HEEL HEIGHT 12 3 Q 1 �m LUMBER CO.,LLC M, M20 Kv CP NF Pakn Rnv PI 11.s AI 1MMmk�apoM6kbwirilMaa",avydlnlmnaWma:kmRae bow FaWry hblomn.aM WseWy. b:rww.,p,nb4 e. ame:klarin[x.eekombaen:.znim..e Mromavu:ieppveEM1mme dmrw2lex MeseMsbcew c nokxh. Th. a•a I omk ,tle:m..be amamermx amh wM"na•am,m w canna Wmmmkdaertm msM1•.maMasmeM� aWnwaPam•4n Iwmmnaaek�.e•tlm•.a mmae,.na kulaMalawkuMry,•gn m yw ea Wvaa MLtMe,y:lFeaprwM phunent6ap beroemeJm Mebeu _ransal,' M1b4ahx•Mtlak cry nEe •sWMUIM tk WtllmC .apn,:,plllym ¢ardnahaenwrytlabwlMlFeMm IaWm T:etle Y:rpoutl maM1ea�rbnb aW...r,w.d,mmrw.a.ank.kra, .aaaa.orm.mw-.IaMa•e,x u•.dln4 e..,mwa� eeliertem We nen..arhaanem,x emr•aw,mn:, a mvdm,nmw bknrF:{ alM,y k tlr mrya�yNlly d IM1e W nil or mmenmsa.ma ewraoel aNyanPmwxsraN ba uMlwmw/m .Maw W.ineenmw Mmnl.:w"ermmr,m,Me,mmam„m•> rtmP=+rvaM/n P•m:a,mnaenay,Mekml,:s4„eama.a•ak u:. m..wmn. r,w...nae n.um.mm nwenr ranam vM pestle hmi soNXy Y, amsaa:we xM tle aepinleo¢ speeHkG h Yw aaarhr NM ab�bx e•eM•bapebMrganEmtlrlMFAtlW rnmyyp, erxi�R Thewnr dawkma•Pmmktle naper"dldyoltln MWryeeYp,v rl nalermm�yslrnywwl:ya.Man•aclwymMtlwmsynaptefieHGw•mgbyetlr•. IJ CeOiyegeutlNlrya anvnartmne MlbsnG ny"Mv. 3.I prt,Iv:q,uyyaw,a byan-mac lhblka. amaM1.no,n u4wxW-:nttrluskaPrkad• 6rcah�wal n, qum N,MMp {xb rAlYeeWkbxkJ. rJ highs: irwrthaMpeNarn amblertp,eebtlw n:nenm:uleNm.WP.ryeSra kla kinks nn NOf CVrem"rRIEr6brvwlaatln•an me•mambsvn WAagaiM1aolW PWkm My RN]m NeeWsmMe MaManen®nee,M,galryawbPwAia M:ereymWary AM. Ib W als, wvare WnSaora:ryKrdxi4asslwbe.uJmapadhaWy aPpm'aeinwaNne kltlmmsnanWak�el•nwnr,Wt 4) 1FeTsm rhur:eed'el.mwas M,m2d LYmmpna. n,M1n brliLeW L"Mn(n uens,.MSPwNranemMmanwnbm,reaamaamame mnx••md. irweWm, Building Cot. : FBC 2014 Man Hgt : 15 ASCE 7-10 RISK CAT. : II TPI 1-2007 Impedance Factor : 1.0 Truss Design : C 6 C Enclosure : Enclosed JP66 Cek. : MINERS Err" : Exposed to what nand Speed : 160 mph US Least : Exposed to rind ROOF CRITERIA FLOOR CRITERIA T C Pdch 6/12 B C. pitch W12 Depth NIA T C Size 2M Spacing NIA Heel Hirt, 2x4 Beanng VARIES Candle., WA vm n.a.eak.., n,mt imam naum. nm. rum.. Ma k,k ac a .ama was. Dverhang Tess vmurm nor... masmMgrmmmae 1'4" k'�'"°.am.wm quWv�m Spechg 24"oa - TYP. RF HIND TH026 UNLESS NOTED TYP. FUR. HANGER THD46 UNLESS NOTED A THD26 = 12 Cry M THD46 B THD26-2 = 2 OTY N THD46 C THDH26-2 O THDlH6 D THDH263 P THDM10 E THD26 Q F SM26 UR x CONNECTION BY OTHERS G I'wl•r MTa M mwdrd,N, Pa^F:at M mvptlm M 6 M•n Wa rw mu b vJ. rw w.mm.lmawewx wwwenalb. Approved by. Desired delivery date Approval Date: Duty points listed above have reaction > 5000 or Upifl> IOW Values shown on sated design drawings supersede the above. Projed: #504354 NOTES: I). U5E 51MP5ON HETA-20 TRU55 TO MASONRY U.N.O. 2). USE SIMPSON MT5-1 G ALL TRU55 TO FRAME OR BEAM U.N.O. 3). ALL TRU55 TO TRU55 CONNECTION PER TRU55 ENGINEERING PACKAGE. LATERAL BRACE 2 X 4 CK055 BRACING GYPSUM CEILING DIAPHRAGM PROVIDE CROSS BRACING WITH THREE (3) TP.U55E55 AT EACH END OF BUILDING AND AFTER EVERY (1 0) TRUSSES BOTH SIDES OF BUILDING AS SHOWN. USE (2) 1 Gd NAILS AT EACH INTERSECTION/ CONNECTION. AL50 PROVIDE CONTINUOUS 2 X 4 LATERAL BRACE BOTH SIDES OF BUILDING AS SHOWN. INSTALLATION OF TRUSSES b BOTH TEMPORARY AND PERMANENT BRACING PER HIB-91 TRUSS JOINT UPLIFT CONNECTION 51MP50N QTY. CONNECTOR CAPACITY FASTENERS TYPE LOCATION (LBS.) U.O.N. (LB5,) PER CONNECTOR O BLOCK 1800 MAX HETA-20 1 1510 10-1 Od x 1-1 /2 O BLOCK I -PLY 2000 HETA-20 2 1-PLY 2035 10- I Od x 1-1 /2 EA. 2-PLY 2500 2-PLY 2500 12-1 Gd O BLOCK 3900 MAX. MGT I PR 39G5 1 -5/5" x G" A. BOLTS 2 2- I Od O FRAME 400 MAX. 112.5 1 415 10-5d O FRAME 1000 MAX. MT5-1 2 1 1000 14-1 Od x 1-/ 1 2 O FRAME 2000 MAX. MT5-1 2 2 2000 14-1 Od x 1-1 /2 EA. O FRAME 2500 MAX. SEE DETAIL "M" ON FRAME DETAILS O FRAME 4200 MAX. SEE DETAIL "M I " ON FRAME DETAILS O TRUSS 935 MAX. LU5-2G 1 935 8-I061 TRU55 1 550 MAX. HU5-2G 1 1550 20- I Gd I I GABLE 1 20/L.F. ETA-22 OR @ 24" o.c. ENTIRE GABLE HETA-20 ® 6170 12 BLOCK w/2-BOLTS USC G, 170 w/2-BOLT5-3/4"EXPN.BOLT ® (LISP) I I , 150 w/4-BOLT5 1 1, 150 w/4-BOLT5-3/4"EXPN.BOLT 13 BLOCK 39G5 MGT I 39G5 I -5/8"x8" EPDXY - SET BOLT 14 CONCRETE BEAM 120#/L.F. HILTI "X-DNIMX" @ 12" o.c. 15 CONCRETE COLUMN 2700 HETA-20 2700 2 STRAPS EA. BEAM w/ 12-I Od EA. STRAP ALL TP WALL INDIVIDUAL GIRDER/TRU55 1k EQUIVALENT LISP = HTA20-15 11t# EQUIVALENT USP = MTWR 4-3 I� w� U z LLJ Q in — n\ ILL U S` U W W �-F- V IL sit ko r~ cv© a koz'' pr, ° 0 IN U rA Fri C) xV, [i, V ® %0 M him WFQ nra H wVOD W," z , ®W wa a W U ENGINEERING 5EAL: TH15 STRUCTURE HA5 BEEN DE51GNED TO MEET OF THE 5th THE LOADING REQUIREMENT5 EDITION OF THE FLORIDA BUILDING CODE AND A5CE 7-10 (2014), RE5IDENTIAL FOP, STRUCTURAL ELEMENTS ONLY. ARTHUR P. fPTr, P.E. 5530 U.5. H!GHMMY MICCO FL 3297E-- 1, 5tATE 8 FROFE5510NAL ENGINEER # 24G83 SCALE: AS NOTED REVISIONS OG.03.17 enciincenricl TRUSS LAYOUT CONNECTORS SHEET 53 INSTALL OFF RIDGE VEV7S AS SHOWN WIDTH OF 3050 WITH (2)_ 14 GAUGE METAL ROOF 2050 ON SIDES ON PEEL & STICK 7�TAI� nC311 ON 112" PLY 12zo , L GG{ /p16e VLI/VI ,II All v BEARING HT. 12 ------------ 6 12' AFF �� 24 GAUGE METAL ROOF ON % W TH OF JOAO PEEL & STICK MEMBRANE \\ i BEARING HT /2"MI MIN. CDX PLY -- -- OVER 1 FVOOD -- 10'—AFF G'I All -1 l l W/GALV. PLYWOOD CLIPS IJ PRE-ENGINEERED WOOD ;. .. • �' . +=e ''r( ALL TIEDOFYNSAS TRUSSES@2"O.0 BEARING HT. v-�''"-^-�, PER ENGINNERS SPECS 8'-AFF — — �_ INS TI HEADER HT. _. R 38ATTIC ULA VINYL FASCL4 & Lj Lj El 1-1 VENTED NNYL :..'. 16 -OVER : ; ..... ` : ':. :.'. .' : /78"OVERHANG w„ i�i NGS I 2COURSR BEAMBLOCK DOUBLE TOP PLATES "" i ���BOND BEAM W/PRE-CAST s FASCIA LINTELS OVER SOFFIT OPENINGS (FASCIA &W/1 #SCONT.INEACH ' TO BE DETERMINED BYOWNER &SUPERINTENDENT) 6080 ENTRY W/ 16070-O.HD. 2050-SH SIDES FIX. GL ABOVE (CAMERON HOMES INC,' 3050-SH CENTER W/ LINTEL ONLY 3030-SH-TEMP. FIX. GL. ABOVE DETAIL -'A' W/ FIX. GL, ABOVE DETAIL-'B' DETAIL-'C' Yr Vr I fir! `/Q fX LINTEL @ B'-AFF 12' -DIA. CBS. I �ON�'. V ✓V V (\ I ION 16'UMN ' CBS, COLUMN 'ROUND' ; LINTEL @ 8'-AFF INTERIOR FRAME WALLS COL2MPLACESD, 2-PLACES W/2"X 4"STUDS @ 16" O.C. CULTURED MARBLE (BEARING WALLS TO HAVE AS PER SCHEDULE) FASTENE CEMENTACIOUS FINISH WINDOWSILLSR.Q E) L 10 OVER CBS BLOCK WALLS", 3/4'" FIBBING STRIPS jr,@ 16" O.C. W/1/2" I / DRYWALL @ CEILINGS #5 DOWELS & DOWNRODS Al , & WALLS AS PER FLOOR PLAN �'.� R 4.1INSULATION :. ON WALLS INSTALL OFF RIDGE VENTS'' , P.T. B9TTOMPLATES TO THE REAR OF DWELLING (AS SHOWN) MAINTAIN 12" OF FOO TER INFINISHGRADE '\, III \ ------------------ b` ,� ' CLEAN FUEL i FILL yJ I MONOLYTHHCFOOTERR %f INTERIOR BEARING STEP-DOWNFOOTER. BFARING HT W12 #5 S CONT. FU OTER AS PER AS PER /'r1NDATIONPLAN FOUNDATIONPLAN hC400? Hr. FVAPOR BARRIER Mn FASM & AW/W :4LL SECTION sofFr \y 16'-OVERFMNCS A i op.) Lj 6M PST. SU 9068 mr, gyp, H 4050-SH 2068 - T LINTEL NTEL @ FIBER LINTEL 1650-SH . LINTEL @ N. T. S. 6'-8' AFF 1650-SH ONLY @ LINTEL 6'-81-AFF VMF�F rr rY I fir! LINTEL TAFF ONLY @ \ VA110N. TAFF TAFF INSTALL OF RIDGE VENT � CAS S OWN) MRING Hr. 12 -AfF BFMING HT. —. 8'-AfF —$- HEADER HT. INSTALL OFF RIDGE VENT (S SHDWN) -8 AFF . .. r B BFN86G HT. A _ BMW HT. .. 8'-AfF _+_ — — 1650-SH 3050-SH HFAOEB F?..�— 6'-8AFF .f . TAFF 6'-8'-AFF Lfff FL�VMION DOIA in St. Lucie County F acie 2020-SH 3050-SH - 1650-SH OBS. TEMP LINTEL @ EnVI(OIIITTental Health LINTEL 11 - 6'-B'-AFF LINTEL ONLY @ 6'-S'-AFF I I TAFF pp f\I6I" I� FI��UA�I��N Site Plan Approved for Construction Supersedes All Previous Site Plans for OSTDS # Sb'SF 17J 9 $ &Well # ec r— ' ENGINEERING SEAL: TH15 5TRUCTURE HA5 BEEN DE51G TO MEET THE LOADING REQUIREM OF THE 5[h EDITION OF THE FLORI BUILDING CODE (2014), RESIDENT AND A5CE 7-I O FOR STRUCTURAL ELEMENT5 ONLY. ARTHUR F. FRIEF. F.E.6__t4N - : 5530 U.5. HIGHWAY 1, SUITE 8. MICCO FL 32976 PROFE55IONAL ENGINEER # 24G83 �) A Z U ENT5 N � 0 O N Z 0 y NEI) L PT51MU FOP 13ACC1 AM MOVIV