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Home My WebLink AboutELECTRIC- FOUNDATION-FLOOR DETAILSELECTRICAL LEGEND SYMBOL DEFINITION NOTES �J 110Y DUPLEX ® RECEPTACLE IFLOOR ® MOUNTED DUPLEX RECEPTACLE IIOV SUNTC 4ED 507TOK WALE WTC�M DUPLEX RECEPTACLE IIOV WI DUPLEX EQWFF D Ov GI00w FA1LT GaFI RECEPTACLE n�R 1TA�t rrlrd ® 220V RECEPTACLE 4 UM CONEGTION IIOV DUPLEX E6UIPPED W/ 61111 FAULT I RECEPTACLE INIERN-IER ME04ER Raoo> SWITCH $3 3-WAY SWITCH 4-WAY SWITCH LIGHT FIXTURE - -0— wALL MOUNT LIGHT FIXTURE - CEILING MOWT LIGHT FIXTURE - RECESSED LIGHT FIXTURE - A HAN NG L04T FIXTURE - CEILING MOUNT LED �'`{ LICIT FIXTURE - FULL CHAIN LIGHT FIXTURE- K KEYLESS LIGHT FIXTURE - VAPOR PROOF LIGHT FIXTURE - PENDANT ® EXHAUST FAN MOTOR LIGHT STRIP LIGHT FIXTURE - FLUORESCENT LIGHT FIXTURE - UNDER CABINET — LOW VOLTAGE PANEL PANEL METER SMOKE BAIT. BACK-UP W 4A PURE SD DETECTOR NTmwxla4ECIEv CAREION MONOXIDE BATT. wcK4 P uv WARwFs DETECTOR NNTE CEILNG BOX II TO BE J J-5OX mMmoRrEa INA CIMMM w BOX MA = A3 SUCH FOR 1i6PECTIOI4 FLOOD LIGHT DC DOOR CHIMES TV TELEVISION JACK 4 TELEPHONE JACK 4 GAS OUTLET LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP (NEC CODE#D2) HOUSE PLAN: 2195 LOAD INFORMATION VA 2195 SQ.FT. GENERAL LIGHTING X (3) = VA PER SQ.FT. GAN (2) 20 AMP APPLIANCE CIRCUIT AT 1500 VA EA. SOON (1) LAUNDRY CIRCUrr AT 30DO (1) RANGE AT NAME PLATE RATING OR COOKTOP/OVEN 12000 (1) HATER HEATER m (1) DM"ASHER 4000 (1) CLOTHES DRYER I= (1) DISPOSAL (1/3 HP) 245 SUBTOTAL OF GENERAL LOAD 47= FWT 10 KVA OF GENERAL LOAD AT 100R I= REMAINDER OF GENERAL LOAD ® 40R= 37,831 VA a (.4) 15,18E TOTAL NET GENERAL WAD 5-TON HEAT PUMP#1 30 AMP X (240 VA) = 7209 5-KW ELECTRIC HEAT 5000 VA a (65x) 3250 NET GENERAL LOAD RUN NET TOTAL HEAT 10,450 TOTAL LOAD 85,582 CALCULATED LOAD FOR SERVICE 35.582 VA / 240 V= 148.26 200 AMP SERVICE -■ GREAT ROOM ' � r CASUj DINI)\ i FLEX RM. LANAI I PWDR. I i GFI � r % FOYFR I I U ' GFI I EN YIN I �I r I I I I �I IGTCHEN 2—CAR GARAGE \ • L�-IGFICLG. J OUTLET -- -- r — — - --------------------- �j COACH LIGHT METER VERIFY LOC. FIRST FLOOR ELECTRICAL PLAN SCALE:: 1/4 - I'-C' A R C H I T E C T S fT L64cv06 FL 32750 - PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r �nllmn r UBDI:V. de LOT: OAKLAND LAKE (LOT #23) MODEL: 2195 (VERSION#00) PROJECT*: 2784.000 00023 PAGE: FIRST FLOOR ELECTRICAL PLAN ARCHIrrECT: STATE OF FLORIDA DATE:5 /7 /18 SCALE: 1/4"=1'— O" 8or9 i I ID (I fu i A R C H I T E C T S ELECTRICAL LEGEND SYMBOL DEFINITION NOTES 110V DUPLEX RECEPTACLE 110V FLOOR ® MOUNTED DUPLEX RECEPTACLE 110V SUATC 4ED BOTTOM HALF SWITCHM DUPLEX RCCEPTACLE 110V GFI DUPLEX E UIF'PM IW OWU0 FAULT MfER1P�ER R1 SISTANT CxFI RECEPTACLE r ® 220V RECEPTACLE 4 Ulft CONNECTION 110V DUPLEX EOU"w W/ GROUND FAULT d�U�p )CSFi RECEPTACLE MTERrMR lWEATFER FROM SWITCH $3 3-WAY SWITCH $4 4-WAY SWITCH LIGHT FIXTURE- -0- MOUNT LIGHT FIXTURE - CEILING MOUNT LIGHT FIXTURE - RECESSED LIGHT FIXTUR- E HANGING LIGHT FIXTURE - CEILING MOUNT LED �^( LIGHT FIXTURE - FULL CHAIN LIGHT FIXTUIE- K KEYLESS LIGHT FIXTURE - VAPOR PROOF �( LIGHT FIXTURE - PENDANT ® EXHAUST FAN MOTOR LIGHT STRIP LIGHT FIXTURE - FLUORESCENT LIGHT FIXTURE - UC UNDER CABINET — LOW VOLTAGE PANEL PANEL METER SP SMOKE VAM RACK -UP W/ HAR MW DETECTOR CARBON MONOXIDE GATT. BACK-w uV NAmum DETECTOR CEILM6 BOX WGIUM TO BE O J-BOX SUPPORTED M ACC 1CA42 V BOX MARW AS SUCH FOR MSPEOTION FLOOD LIGHT DC DOOR CHIMES TV TELEVISION JACK TELEPHONE JACK 4 GAS OUTLET SCALE: 1/4 = I'-0' F R70F LII BELOW II I I I I I I I I I I I I I I I I I I I I I I Lk dJ i Y.P. SD I I I I i I ----------------------------- FLOOR ELECTRICAL PLAN Design YOU jr,nc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r 1 �III"IIIII �ov0000000� sysaxv. & L.oT: OAKLAND LAKE (LOT #23) 1 MODEL: 2195 (VERSION#00) PROJECT#: 2784.000 00023 PAGE: SECOND FL00 ELECTRICAL PLAN ARCHrMCT-. STATE OF FLORIDA IDA-7: 5./7/18 9GAL.E:1/4"=1' - 0" 8. for 9 Building Permit, # .--...__..... ---- 0vr110m Naalrie. kg & Developtnen't Services l)epar•tment. Building & Regulations Division Product Review Affidavit Applicant Product Model Nuintittr Opening Design Pr:odljo kited rulanufticturrsr PrOduet Mass T'yrpe Method of Attachment Pressures design Pressure., Nurnber 1 utndcvr5 Sa`r §t;5 4,700 'i:» ' ..yR.M., ti„ i-;e(T'-iitj i.3f? $sly i.Frria Fl, l4?_39-R-1 Gaon- a1irnaot One ii 16" l 1 W 1:apcon µvista S ngle Hung Flafl a sufficient lengh to achieve 1 1,/4" 25-SIT Egres".", min¢Snurn embedinebt. Required anchors; Head (2), Jamb (3) Each J Windows y ,gyp ! p er 1 47(.)0 '}y ,y y ry ' 3f%�"M162 �y (F q -,,S r 60 DP p Tali' Rem p y 4 L Y F L1 1039-L 2 A� lM{.k£7-hapaoi tawftidsY5+�v{ yy L p, One ]i 16" 11 �R IVrAp(.'on with Single 114ng 4" l"Inge S ifi "ielat length to a1du.ve 1 1/4" ininanurn onbcdnicat. Requited anchors: Head (2), Jamb f 3) Each Windows, S,aries -,4700 62,3 p2.6 a',:S(td iaf) Dp Ply t. ern FIJ4039-R2 NC uh Yi a44t window. One 316" IT4Tv Talvon vr.rdh. Single stains Flange tautllatent leoiult to ivk neve 1 1/4" 24-SH mint` num clvitFoianent„ Required anchors: Head (2), Jamb (3) each window, mullions Scries J soo N;,N , 'a 5 DP Ply FL 15264,2 Ni'A .3116" 1't'W Taapo.in screws of F'lamgt, sufficient length t0 a.1c;t3ipw n11nfinu '1 embediaeut of t a" ltto Sl ding Glass Doors ScricTM 4700 i-28,74i-42.62 ' 50 DP Illy Gem FL, 14034.2 Non-Finpia£t .°a" El£o Talvoris of sufficient length to achieve a 2 :'.i" 111414nui'mi embedment.. Required anchors; S tng Type Doors a^t?'"x '[1" a .fl h4' 30} t,7.(V-fr7,fl 't her ma.Ttu FL,1"89145 X:A 9ead SlIl 6 , Jamb Each window. ffW Tapeon 1 A', Min Embedment I- Sat moth Site 1/4', lain Clearance to edge 2', Min Nbe ltass Clearances to adjacent anchor 4". OR Et_CO Tapcon 1/4', Min Embedment 1-1,4", Mirt Clearance to edge 1", Mtn Clearance to adjacent anchor 4'". Anchor Sptacin Max '1� T C C, Gara7etarts i1a.;4 1Fxtcl 2 K11f-31,.,f 1(,-42 t_io1,1y Fl.lfa46A N:.� Jamb to block onvertirfejaamw1.14"x1 :.n into ellmeatteoala"71n. IMix spacing of 7 1/2 and 1"' 01) steel washer r wred, Door to jamb 13 GA OALS1, Steel frig ca ja�rie 5l16" 1i 1 "'lag screws and to track with (2) °r°a' rivets-, 2 !?;� X 12 GA GALia'. Steal brackets attached to jamb oaith (1) 5r 1 fi" 1t 1 50 LAG screw per track bracket, Hu ,..mo protection z4va Steel ti: A 140 -40 t,.4stm7ru Metal 171,11964,2 NrA ,+i" Tapoor, Anchomr SG Tapcorts, or Panels Supply >/," X 4,14Atl Points Solid -Sent Anchors. Minimum embedment into concreite of 1 i4+ Roof Venitaat-ior1 4' Standard N-,-"A :h%fA Irainko FL,5219,.3 R3 NIA Apply raxSt"ceme t to the underside, Off Ridge= back and wick.' flanges of ttdti ritilu VC411 vent. Cement should be 'rV thick and extend 2" onto Toof tAnV crl ayrrN,wt, ,? atachcvl vent trap and side flanges tO beck with nabs spaccd it"' os c. assist I " from each :ends After fastcning flange to dock, nail and adhere loosened Shingles With flaa4hing cement, :1.plaly 11ashing rolilcrl2 to exposed mill headd+ ; nd tvla£r.,aur Mingo cdgcs rna.a.t shin les. lacfknr tlnciartayr30ent ,'A N/A Ni:A, l rinliv l°R F1,1521 6-112 NIA Field spacing max 12' O,C Staggered overlaps attached El"' CI.C. w ith rorroslrari resistant fasteners w4th t" diameter plastic or metal cap nails. FL 1 S t57,_l{ { Roofing Asphalt NI;A NiA l�l. A `1`,aniko, ter",?,. S rratls per Shingle. Standard type Shen ies roofing nail_ nail shanks should be 12 gauge wire and rrainlmurn head of 3lf , Malls should penetrate deck com pietely and extend at least 1/8' past, t have revicwv4 the above £eantponemts or £itldding and I have wind loads and forces s1weitied by current code provisions, Design Prof. Cert.. their use in this structure. Th"e Products provide adequate ate roslstance to the A R C H I T E C T S LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abd esigngrou p. com AA #: 0003325 muiJ� eomoomao. /QE ''8 Y/ O C L SUBDIV. as LOT: OAKLAND LAKE (LOT #23) MODEL: 2195 (VERSION#00) PROJECT#: 2784.000 00023 PAGE: PRODUCT APPROVAL ARCHITECT- STATE OF FLONDA DATE: 5 /7 /18 SFA►LM: 1/4"=11— 0" SHEET 9 OF 9 (V 00 WEAK VERTICALLY III/ GONG U'S REBAR VERTICALLY tLv(2 �^' �- CELL MM LAID) py D GJBl. M 8'ND8 K' OG. MAX AP) (7S' T1Ml LAP) M IS, ROOM Y . R-4J M6IIL. MIN. 14-4JPOUI G (226 ICY LAP CELL R-4J INSUL MIN. 6 IR' 4 HEAD OF GARAGE OS' MIN LAP) 7E)(IISGED CEhRNTIOIB OOA7M6 TEXTURED CE7`IB4TIOU6 COATMO VARIES WTH !LOPE z L d -S, Cr71 i PER (M'R7 C8t"S) (7YPJ i aa PER (AMM CMS) (TYPJ SECURE St. PLATE TO SLAB S' Cr W �+ &' Cr1U e' Cm v kwo, MIGHOR DOLT Lill 7' iv L I!Y 6'iT. ILL BD. iv �/"— U2' 61'1! Il4 BD. w � UI46I1EI! SET M BIMPSON NIOF4 Q STIlENC•TH EPDXY 6' EJ'IBED. 'S p GUM HEI647 VARIES ] �+ dCOCl D.4BE W7DIi BA8E > t MIN. • 32' OG AY_ T CUM FIEIGkIT VARIES ° 3 1!!' CONC. NEW IW 4,'x6' 3 U7' CON<.. MPF. UV 6'x6'4 r ^' a ° WAxA4 UUP OR PMEPWESN CN CCNCr RESF. UV 6'x6" WWW44MIIP OR RIMMIM ON i' 9 IG' CONCH RErF. UV i'x6' - 6-MIL POLY ETNYLENM VAPOR L4 UUF OR F MMWVSH i ETHYLENE VAPOR = WAxWA UWF OR P11501" B 4 EV,4'I BARRIER ON DELL -COMPACTED POLY W NYLENE V VI DAR VMM ON WELL -COMPACTED "" 4' 9' 4' ON 6-MIL POL7 ETHYLENEGLEFW F V7' GOrIQ RESF. W( 6'xi' 1LRYITE TREATED FILL iBe ON llllll CLEMI TERMITE TREATED FILL VAPOR DARRIER ON -WAetW'F WlF OR T'IBER'EiBH GOI'IPAGTEP GLEAN I'-4' U' UELL-COMPACTED CLEAN ON 6-MIL POLY ETHYLENE I V/' RECESS TE TREATED FILL (2) "S REBAR ON CHAIRS € I� 4. 4' TERMT(E TREATED FILL VAPOR BARRIER LN @4' RECESS ;� ljs (2) 4 REBAR ON CHAIRS I'-@' WI LL-COMPACTED CLEANM % REBAR ON CWUR6 ES: E RESAT! ON CHAIRS in S IrISSAN ON CHAIRS 1-STORY FOOTING t W_BLOC�K � WALL E BT. PLATE TO r (1) Md MASONRY . by = MAX) b V7' CONC, RESR UV 6'I6' WL4kUA WIF OR FRINIMMEW ON 6-MIL L POLY YLENE VAPOR DAMMINER ON M ®' YLLL COMPACTED GLEAN TER'11TE TREATED FILL (2) b REISM ON CHAIRS 1-STORY FOOTING 5 AT L.B.W. (W/ NO -UPLIFT) SCALE IM-f-W (D'S REBAR AT CORNERS UV .%' LAP MN. TYP. REBAR LAP @A�T�L�$ORNERS 2-STORY FOOTING V / BLOCK WALL �rl�a SEE MAMF. PRODUCT DETAILS FOR REMIRED SITE AND MM OF 11113=86 FOR 6!•D. TRAM �MNIBH FLOOR I Q 4 a Uj_jj_'�SLAB AT S.G.D. SGAb I'.I'-v 1.0 HORIZONTAL/ VERTICAL F REINFORCING �� GARAGE STEP-UP a 1-STORY L.B.W. <a, • ° — 9 V!' GONG, REAM. UU i'xi' WM)U.4 IMP an PIBERMESH ON 6-MU. PCLY wuyumlE VAPOR BARRIER ON DELL-WMPACTM a• �_m. CLEAN TERMITE TREATED PILL BEYOND J (U 40 REB.4R ON CFIAIRS UNDER PAVERS GARAGE DOOR FOOTING U aeeLE.Ia'.r-a 1-STORY FOOTING 4 AT GARAGE 2-STORY FOOTING &-EgEURAGE m ° 3 IG' GONG, RESS°. WJ 6'x6' e° 1111.4xWA UM OR PIBER'ESN ON 6-MIL POLY @THYLENE VAPOR BARRIER ON W.LL-O2 PACTM CLEAN tER'IITE TREATED PULL 2 6' RECESS FOR PAVERS (2) "S ROOM ON CHAIRS PAVER RECESS �� ENTRY DOOR (U'S IrEBAR Or IN 81FIP6CN HKeH �.. StR04TF1 EPDXY 6" E11BED. MM. ° (2) OS MBAR . I -STORY E (3) T) REBAR . 7-STORY ° - OUTSIDE OV4 AR TO M 3 M' CONG, PEW. UV 6'x6' ° a CONTIWOUS WAocUS.4 UP OR FI86-FME614 ON ° . °. 6-MIL POLY ETHYLENE VAPOR BARRIER ON DELL-O"AGTED GLEAN TEKTITE TREATED FW. 2'-1' MIN. LAP TYP, RETROFIT FOR A OMITTED � RE�I.r�LAP AT FOOTING A RCHITECTS 1441 N. HUNALU HLAGAN ISM). LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA M 0003325 MOM & LOT: OAKLAND LAKE (LOT #23) MODEL 2195 (VERSION#00) PROJECT#: F 4.000/00023E:UNDATION DETAILS ARCHfTECT-. STATE OF FLORIDA D TE: 8/1/18 CAI.W.: 1/4"=11-0" SHEET (I) R1 IYEDAR VERTICALLY (U Rf RMAR VERTICALLY W/ OONG. lU 7 R_H�4R VERTICALLY CONC. YV CONC PLO4ED DELL POURED CELL (29' MINLAP) POWER C♦:I.L (26' MIN LAP) STUDS I6' OG MAX (2S' MIN LAP) ) R-4U lr MIN. R-4) MSUL MN TEXTURED CEMENTICUS COATM6 TEXTURED D CEMENTIM 0" S V2' • WEAR CP GARAGE WI VARTH SLOPE S' cmp i w PER (ASTM C06) (TYYP> mm (ASTM Gffi6) Mr.) 5644.E W. PLATE 10 SLAiH w = j Y CHU C CHU ,p UY i,c7' AVCWOR DOLT UV 2' i•. L `. IR' GYP. WL m. 6 IA' 67P. lR.. OD. SU4SAe!R SET M 60"IPSO4 WpH Q E STRIMTH EPDXY 6' Islow. 'S p CURD FEM2HT VARIES O WOOD aAA4= WOOD BAN > Se MIN. A 32' OC PJAX . SECURE at. PLATE TO ° " I" UV (1) liftMASONRY _ 8 NAILS • S2. Or— (MAX) � Q " F > S S lil' GONG, ME". W 6'�' o ° 9 44' CORC. RHIF.4M 6'x6' -Z r 3 Vl' G6410. RS4'F. 4V 6'x6' Ewm4xw V UP OR MOEF91M ON°9 ° IA' GONG. REPF. W/ 6"x6" VAPOR F(2) am 6-MIL POLr ETT4'YI.CE VAPOR 1�pj = W,dxU,4 WlF OR rNER"IM ON _ 4B.L-C✓7MPACiEA G,SNi __ TIED in 4' S' 4' qy 6-MIL POIr ETUYLEPE__6•M�PIOLYETWYI.h'7E CLEM TER9I MA ED ALL E IEM ll 111MAIM PILL tl TEN'7RE 7REAIED F�U,L VA101! aARIfER ON KESS � z 4' I N3' RECESS I'-4' (2) S RHSAR ON CHARS '' TERMRE TREATED F AN T"-'3 NG, REII'rc. W/ NC0 WlF OR ON IAPOR (2)'b R3JAIR ON CHAIRS (REDAR I LWBWY ON CWA4R6 3102, GONG SLAG -®POLY LENE V OR PAVERS PER (2) RS RHSAR ON CWA SPECS " � R ONORP OMPACTED CLEAN 1REAIED FILLMAIR ON C;4AIRB 1-STORY FOOTING LANAI/ENTRY GARAGE STEP-UP 1-STORY FOOTING 1-STORY FOOTING 1 W BLOCK WALL STEP-UP 1-STORY 1-STORY L.B.W. AT GARAGE �AT L.B.W. (W/ NO -UPLIFT) �.I'�' rJ 4GALE• U1'.I' O 8EO4RE aT. PI -ATE TO WALL MY" OLlC YM ?w ARp4m P4+41E SI`IP�)N P� � • I FORDEYOND . MAX ES4°.04*y . MN • _ OARAQE DOOR IlRF. vow � S4RruleFaRlae�4'eeN a+ )= 641L A&T VWME VAPOR 'r � DRRH9ROIpSL-001PA1RD _ "° CORC, IEINF SV�. cGr4C„ REMF. WV 6'x6'O'mb mw wk a 6— OR PIOER'IESH ON 6-ML > — _ MAMA { II✓Ve: OR RMIW'ESFI ON POLY ETHYLENE VAPORMASE io� SW.4xW,4 UNA OR PIaER'ESN CN ZE n, yApgRMAIRI OL ON 6-MIL PO_Y ETHYLENE VAPOR ry e' I.�..Q7YGi'ED� b REDAR ON IELLEATED ICTED BAN I FOOTMKx S I -®• CLE/DI 1EIR'IITE 7WEATEp F4J_ y 9 V2'IA UIP OR 10IMP910014 ON HARRERRM SETREAT D PILLI� CLEAN 1ER•S1t TREATED PILLCFiAIRB I'-4' 17ER`i_c TIlE,11EDFILL MrOw ETHYLENE VAPORRECESS '^ U 4'S 6_ER (2)R!REDAR ON CWAIR•6 lU b REDAIt OH CHAIRS EM@ID O FOR PAVERS, 1-STORY FOOTING GARAGE STEP-UP UNDER PAVERS C EAN TERIrM TREATED F� (1) % RESAR ON CHAIRS �S IEDAR ON OIAIRS AT L B. W. W/ UPLIFT) �1 NON -BEARING GARAGE DOOR FOOTING S ecALl rme is EDGE @)THICKEN eCRE 00-0 PAVER RECESS @m_EwXQR___ 10 SHOWER RECESS FOOTER ecAI.E, nT�v lU R) VERr. DOUEL LAPPED w( DOI'D MA't (U R! RSDAR AT COR'EIl6 W( 2b' LA' MN TYP. REBAR LAP c AT LINTEL CORNERS Q I PMISW FLOOR a > 4 _ — 11 SLAB AT S. G. D. ecALE, I'•I'O SABER LINTEL CONT. RYP> CHU FILLED CELL (TYP> WALL FRAMM6 bWSFER AND NUT SPACED EV84LY PROF FLOOR TO MOND MAIM SET IN JOINTS PRIOR TO PILLDCL (SLEEVED ANCHOR IN SOLD POUR ACCEPTAOLE IRETIROFit) EXT. /INT. FRAME WALL TO WiL OCKBLOCK CONNECTION SCALE, V2'•I'-V QROUTED HGRo HELM TH VERTICAL RHeAR — f REHORW M 1.AL REHAR W/ �' 41001C i �Tllff VERTICAL REDAR f Ir '�' TO WORtATIONAL GROUTED MONO REAM RE7AR IV ID' HOOK VARE6 Ism t m".. — (k S a . f� HORIZONTAL/ VERTICAL REINFORCING TE VERTICAL IREDAR TO WORIZATIONAL �.: REDAR St IH' HOOT HORIZONTAL/ VERTICAL REINFORCING AT Cr BEARING CHANGE E SET IN SIMPSCN 404 OXY 6' SHOW. MIN. WWKWA AW OR FOf-RME614 ON '. a. 6-MIL POLY ETWYLE S VAPOR DARRIIER CN WELL -COMPACTED GLEAN TERMITE TREATED FILL TYP. RETROFIT FOR OMITTED DOWELS A(W b I EHAIR • I -STORY (3) IS IREISAR • 2-STORY I 'COwrINUOU6 OUTSIDE RE9AR TO DE ' REBAR LAP AT FOOTING A R C H IT E C T S 4Grom Desn u Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAXu407-774-4078 www.abdesigngroup.com AA #: 0003325 r_ �IIIIIIIIII L 000000000J S9VBDIY. de LOT: OAKLAND LAKE (LOT #23) MODEL 2195 (VERSION#00) PROJECT*: 2784.000/00023 PAGE: FOUNDATION DETAILS ARCHrrECT: STATE OF FLOFdDA a # s/7/18 SHEET SHINGLES OR TILE (PER BLDR) OVER 030 FELT PAPER (OR APPROVED EQUAL) INSTALLED PER SECTION R905 OF THE FBCR, 6TH EDITION (2011) OVER ROOF SHEATHING (TYPE AND ATTACHMENT METHOD PER 'NAILING SCHEDULE') METAL DRIP EDGE 2x6 SUB -BAND VENTED ALUMINUM SOFFIT 6' TEXTURED CEMENTITIOUS COATING MIN. (PER A5TM C92(o) OVER PAPERBACK EXPANDED METAL LATH, OVER APPROVED 2-LAYER WATER RESISTANT BARRIER, OVER PEP - WALL SHEATHING (TYPE AND ATTACHMENT METHOD PER "NAILING SCHEDULE') SECURE GABLE TO 2x8 P.T. PLATE w/ 12d NAILS A 8' O.C. MAX PLASTIC OR METAL WEEP SCREED 2' TEXTURED CEMENTITIOU5 COATING MIN. (PER A8TM C92(b) OVER CMU BLOCK WALL SECTION — GABLE ROOF SINGLE STORY SHINGLES OR TILE (PER BLDR) OVER'30 FELT PAPER (OR APPROVED EQUAL) INSTALLED PER SECTION R905 OF THE FBCR, 6TH EDITION (2011) OVER ROOF SHEATHING (TYPE AND ATTACHMENT METHOD PER 'NAILING SCHEDULE') EMBEDDED STRAP (PER PLAN) METAL DRIP EDGE 2x6 SUB -BAND VENTED ALUMINUM SOFFIT WINDOW (PER PLAN), ATTACHMENT PER MFR. SPECIFICATIONS PRECAST OR POURED IN PLACE SILL (PER BLDR) 2' TEXTURED CEMENTITIOUS COATING MIN. (PER ASTM C926) OVER CMU 8" CMU SCALE: 3/4'=1'-O' FLANW a a a a a BLOCK WALL SECTION — HIP ROOF SINGLE STORY SCALE: 3/4'=1'-0' BATT INSULATION ADHERED TO CEILING BOARD (R-VALUE PER ENERGY CALCS) OPENINrs 22" r 30" 111N. 3 ATTIC ACCESS SCALE: N.TS. REFER TO DETAIL 1/D2 FOR GABLE X-BRACING REQUIREMENTS PRE-ENGINEERED GABLE ROOF TRUSS 2x4 BLOCKING BETWEEN TRUSSES AT FIRST (2) BAYS (4'-0' O.C. 9 SHEATHING SEAMS) STIFFBACK AT ALL UPRIGHTS OVER 4'-10" HIGH (AS PER TRUSS ENGINEERING) SECURE P.T. 2x8 TO BLOCK w/ Yz" x 9' ANCHOR BOLT w/ 2' WASHER, SET IN 51MP50N or USP NIGH STRENGTH EPDXY ((0" MIN. EMBEDMENT a 32' O.C. MAX) CONT. 2x4 RAT -RUN ATTACHED TO EACH TRUSS w/ (2)12d NAILS INSTALLED g MID -POINT OF TRUSS SPAN or 10'-0' O.C. MAX BATT OR BLOWN -IN INSULATION (R-VALUE PER ENERGY CALCS) 8" GYPSUM BOARD OR 2' NIGH STRENGTH CEILING BOARD CONC. FILLED U-BLOCK w/ (U "5 CONTINUOUS REBAR PRE-ENGINEERED ROOF TRUSS BATT OR BLOWN -IN INSULATION (R-VALUE PER ENERGY CALCS) 8" GYPSUM BOARD OR 2' HIGH STRENGTH CEILING BOARD CONC. FILLED U-BLOCK m/ (1) 05 CONTINUOUS REBAR PRECAST LINTEL (SIZE AND REINFORCEMENT PER PLAN) WALL INSULATION (R-VALUE PER ENERGY CALCS) '2' GYPSUM WALL BOARD {U 05 REBAR VERTICALLY IN CONIC. POURED CELL (LOCATION PER PLAN) a" P.T. PURRING STRIPS 9 lb" O.C. WOOD BASE CONCRETE SLAB (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) EXTERIOR WALL FOOTING (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) " GYPSUM BOARD OR',2' HIGH STRENGTH CEILING BOARD U100D CASING AT SIDE AIR SEAL GASKET BETWEEN WOOD CASING 4 GYP. BOARD (TYP) 8' CMU P.T. Ix4 or (SEE WINDOWCOOR JAMB i FASTENER SCHEDULE FOR ATT DOOR JAMB / (ATTACHED TO BL PER MFR'S SPECIFIC, NOTE: SHIM AS NEEDED TO PLUMB JAMB. DO NOT EXCEED I' 2' DRYWALL Ix4 or Ix2 P.T. NAILER DOOR CASING WINDOW TO BLOCK (+Y4 or +%") DOOR JAMB TO BLOCK (+3/" or +%") SCALE: 1'=1'-0' 6' CMU P.T. 2x (SEE WINDOW/DOOR JAMB BLOCKING FASTENER SCHEDULE FOR ATTACHMENT) DOOR JAMB / WINDOW (ATTACHED TO BLOCKING PER MFR'S SPECIFICATIONS) NOTE: SHIM AS NEEDED TO PLUMB JAMB. ❑ DO NOT EXCEED I' 2' DRYWALL Ix4 or Ix2 P.T. NAILER DOOR CASING WINDOW TO BLOCK (+1 %") DOOR JAMB TO BLOCK (+1 %") 8' CMU P.T. 2x (SEE WINDOW/DOOR JAMB BLOCKING FASTENER SCHEDULE FOR ATTACHMENT) DOOR JAMB / WINDOW (ATTACHED TO BLOCKING PER MPR'S SPECIFICATIONS) SCALE: 1'=1'-O' NOTE: SHIM AS NEEDED TO PLUMB JAMB. ❑ DO NOT EXCEED 4' 2° DRYWALL Ix4 or Ix2 P.T. NAILER It$" OSB (4' WIDE MIN.) DOOR CASING NOTE: STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL MEMBER Ox or ib" OSB) w/ 6" TAPCON MIN. I I' EMBEDMENT INTO BLOCK WINDOW TO BLOCK (+1 19116") DOOR JAMB TO BLOCK (+1 1%6") 8' CMU P.T. 2x (SEE WINDOW/DOOR JAMB BLOCKING FASTENER SCHEDULE FOR ATTACHMENT) DOOR JAMB / WINDOW (ATTACHED TO BLOCKING PER MFR'S SPECIFICATIONS) SCALE: I'=1'-0' NOTE: SHIM AS NEEDED TO PLUMB JAMB. ❑ DO NOT EXCEED 4' 2' DRYWALL Ix4 or lx2 P.T. NAILER P.T. Ix (4" WIDE MIN.) DOOR CASING NOTE: STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL MEMBER Ox or 16" OSB) W/ 16" TAPCON MIN. 1 4' EMBEDMENT INTO BLOCK WINDOW TO BLOCK (+2 Y4") DOOR JAMB TO BLOCK (+2 Y") SCALE: 1'=1'-0' NOTE: SHIM AS NEEDED TO PLUMB JAMB. ❑ DO NOT EXCEED I" 8" CMU BLOCK 2" DRYWALL P.T. Ix4 or"x4" MIN. (SEE WINDOW/DOOR JAMB BLOCKING Ix4 or lx2 P.T. NAILER FASTENER SCHEDULE FOR ATTACHMENT)— DOOR CASING SECURE 2nd 2x TO STRUCTURAL OOR JAMB /WINDOW MEMBER w/ (2) 12d NAILS 8" FROM (ATTACHED TO BLOCKING EACH END and 9 IS' O.C. MAX PER MFR'S SPECIFICATIONS) WINDOW TO BLOCK (+3") JAMB TO BLOCK (+3") AVDOOR 8" CMU BLOCK P.T. Ix4 or 4"x4" MIN. (SEE WINDOW/DOOR JAMB BLOCKING FASTENER SCHEDULE FOR ATTACHMENT) SECURE 2nd 2x TO STRUCTURAL MEMBER w/ (2) 12d NAILS 8" FROM EACH END and a 18' O.G. MAX SCALE: 1'=1'-0' NOTE: SHIM AS NEEDED TO PLUMB JAMB. DO NOT EXCEED 4" u 2" DRYWALL Ix4 or Ix2 P.T. NAILER (' OSB (4" WIDE MIN.) DOOR CASING OOR JAMB / WINDOW (ATTACHED TO BLOCKING PER MFR'5 SPECIFICATIONS) NOTE: STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL MEMBER Ox or ib' OSB) w/ I" TAPCON MIN. I I" EMBEDMENT INTO BLOCK WINDOW TO BLOCK (+3 %6") DOOR JAMB TO BLOCK (+3 7i6"} 8" CMU BLOCK P.T. Ix4 or 4"x4" MIN. (SEE WINDOWCOOR JAMB BLOCKING FASTENER SCHEDULE FOR ATTACHMENT) SECURE 2nd 2x TO STRUCTURAL MEMBER w/ (2) 12d NAILS 8" FROM EACH END and a IV O.C. MAX SCALE:1'-1'-0' NOTE: SHIM AS NEEDED TO PLUMB JAMB. ❑ DO NOT EXCEED 4" LD DRYWALL 4 or Ix2 P.T. NAILER .T. Ix (4" WIDE MIN.) OOR CASING OOR JAMB / WINDOW 6 (ATTACHED TO BLOCKING PER MFR'S SPECIFICATIONS) NOTE: STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL MEMBER Ox or �c,' OSB) w/ 4" TAPCON MIN. 1 4" EMBEDMENT INTO BLOCK WINDOW TO BLOCK (+3 %6") DOOR JAMB TO BLOCK (+3 %6") SCALE: 1'=1'-0' UPLIFT UP TO 1,115 lb SIMPSON HTS20 w/ (10) 10d NAILS TO TRUSS 4 (4) I'X2 4" TAPCONS INTO BOND BEAM (or EQUIVALENT INSTALLED PER MFR'S SPECS) -- UPLIFT UP TO 2,350 lb (2) 5IMP60N HT520 EACH 51DE OF TRUSS w/ (10)10d NAILS TO TRUSS 4 (4) 4'X2 a' TAPCONS _ INTO BOND BEAM (or EQUIVALENT INSTALLED PER MFR'S SPECS) — TRUSS ANCHOR RETRO—FIT SCALE: N.T.S. PRE -ENGINEERED TRU55 CONTINUOUS BOND BEAM 7 TAPCONS MIN. 2' COVER V APART WINDOW/DOOR JAMB 4 BLOCKING FASTENER SCHEDULE P.T. lx4 or 4'x4" MIN: SECURE THRU FRAME INTO BLOCK w/ (1)16" TAPCON (MIN. EMBEDMENT 1 4') 8" FROM EACH END and tv 18' O.C. MAX or (1) DRIVE PIN, 8' FROM EACH END and 9 16' O.C. MAX MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 4' P.T. 2x4: SECURE TO BLOCK w/ (1)16" TAPCON (MIN. EMBEDMENT 1 4') 8' FROM EACH END and a IS" O.G. MAX or (1) DRIVE PIN, 8' FROM EACH END and 6 15' O.C. MAX MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I 4" P.T. 2x6: SECURE TO BLOCK w/ (2) TAPCONS (MIN. EMBEDMENT 1 4') 8' FROM EACH END and 6 18" O.C. MAX or (2) DRIVE PINS, 8' FROM EACH END and 0 15' O.G. MAX MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 4' P.T. 2x8: SECURE TO BLOCK w/ (2) 6' TAPCONS (MIN. EMBEDMENT I I') 8' FROM EACH END and m I$" O.C. MAX or (2) DRIVE PINS, 8' FROM EACH END and 9 18' O.C. MAX MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 4' P.T. (2) 2x4: Im SECURE TO BLOCK w/ (1) 4' TAPCON (MIN. EMBEDMENT 1 4') 8' FROM EACH END and a 16" O.G. MAX or (1) DRIVE PIN, 8' FROM EACH END and 9 15' O.G. MAX MIN. SHANK SIZE .145 MIN. HEAD SIZE .300 MIN. EMBEDMENT I I" P.T. (2) 2x6: SECURE TO BLOCK w/ (2) I" TAPCONS (MIN. EMBEDMENT 1 4') 8' FROM EACH END and le 18" D.C. MAX or (2) DRIVE PINS, 8' FROM EACH END and 9 18' O.G. MAX MIN. SHANK 51ZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 I' P.T. (2) 2x8: SECURE TO BLOCK w/ (2) I" TAPCONS (MIN. EMBEDMENT I I') 8' FROM EACH END and 9 18" O.C. MAX or (2) DRIVE PINS, 8' FROM EACH END and 9 15, Q.C. MAX MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 I' A R C H IT E C T S LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � „I O E s C SUBDIV. 8e LOT: OAKLAND LAKE (LOT #23) MODEL: 2195 (VERSION#00) PROJECT#: 2784, 000/00023 PAGE: SECTIONS/ DETAILS ARCHITECT - STATE OF FLORIDA ky -ilJiQ DATE: 5/7/18 SP*I E: 1/4"=1'—O" S EET D2 NAILING SCHEDULE ROOF DIAPHRAGM - ASPHALT SHINGLE %&' 0.5.5. or �' CDX PLYWOOD - Sd RING SHANK GUN NAILS s 4" O.C. ® SUPPORTED PANEL EDGES AND 8d RING SHANK GUN NAILS 6 6' O.C. 9 INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE Sd RING SHANK GUN NAILS ® 4' O.C. EDGEWISE. 2x4 BLOCKING AT ALL PANEL JOINTS WITHIN 4'-0" OF GABLE END. OOP DIAPHRAGM - CEMENTITIOUS TILE or META V CDX EXTERIOR PLYWOOD or 1%2' APA-RATED 0.5.5. (AS PER MANUFACTURER'S INSTALLATION SPECIFICATIONS) - 86 RING SHANK GUN NAILS e 4' O.C. s SUPPORTED PANEL EDGES AND Sd RING SHANK GUN NAILS m 6' O.C. s INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 8d RING SHANK GUN NAILS ® 4' O.C. EDGEWISE. 2x4 BLOCKING AT ALL PANEL JOINTS WITHIN 4'-0" OF GABLE END EXTERIOR WALL SHEATHING %&' 0.SB. or �' PLYWOOD or %6" ZIP BOARD SYSTEM - Sd RING SHANK GUN NAILS is 4' O.C. PANEL EDGES AND Sd RING SHANK GUN NAILS 4' O.C. TOP 4 BOTTOM PANEL AND 8d RING SHANK GUN NAILS 9 6" O.G. AT INTERMEDIATE SUPPORTS. SEE DETAIL. NOTE: RING SHANK GUN NAILS SHALL BE PERMITTED AS AN ACCEPTABLE FASTENER FROM ANY MANUFACTURER. NAIL REQUIREMENTS SIZE HEAD LENGTH DIAMETER TENSILE STRENGTH SHANK Sd ROUND, MODIFIED OR T 2 %a' .131 110000 RING (16-20 RINGS PER INCH) Sd RING SHANK GUN NXf 5 0 4" C-C. TOP 8 50TTON EDGES TYPICAL EXTERIOR SHEATHING ATTACHMENT FOR WALL SHEATHING (0.5.5. TO BE STRUCTURAL GRADE) U J w� u1 z z 4, 4 �w c m R =�zcl s "c z >.c tvq 75 N� m TOP CHORD BLOCKING 9 4' O.C. MAX IN FIRST (2) FRAMING 5PACE5 A EACH END -- PRE-ENGINEERED TRUSS or RAFTS ROOF SHEATHING I 1, s SUILCING L=NGT� �� ROOF SHEATHING LAYOUT AND ENOWALL BRACING FOR GABLE END FRAMING CBd RING SHANK GUN NAILS 6 6" O.G. IN FIELD TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING (0.5.15. TO BE STRUCTURAL GRADE) C8d RING SHANK GUN NAILS 6 12' O.C. IN FIELD or Sd x 3" SCREW SHANK BALLISTIC ELECTRO GALVANIZED STRIP NAILS 9 12' O.C. IN FIELD UNTHREADED SHANK TO EXTEND BEYOND T�ICKNE55 OF SUB -FLOOR SHEATHING TYP. 3/4" T4G SUB -FLOOR DECKING GLUED TO ALL EXP05ED MEMBERS NOTE: i DIAGONAL BRACE a CENTER OF TRU55 SPAN or HIGHEST RIDGE. DIAGONAL BRACE TO BE tv ANY SPAN 15'-0' OR GREATER (REFER TO TRUSS ENGINEERING FOR ADDITIONAL HORIZONTAL TRUSS REINFORCEMENT.) f 0'-0" - 30'-0" USE (1) X-BRACE 30'-I" - 60'-0' USE (3) X-BRACE }« (1) X-BRACE 9 CENTER 4 (2) BRACES DIVIDED EQUALLY FROM CENTER TO END 5TIFF5ACK AT ALL UPRIGHTS OVER 4'-10, HIGH (AS PER TRUSS ENGINEERING) PLASTIC OR METAL WEEP SCREED SHOWN w/ CMU (FRAME CONDITION SAME X-BRACING REQUIREMENTS) GABLE X—BRACING 1 SCALE: 3/4'=1'-0' 2x LBW (STUD SIZE, SPACING 4 LOCATION PER PLAN) SECURE 2x TO CMU w/ l3)Y" x 9' ANCHOR BOLT w/ 2' WASHER SET IN SIMP60N OR U5P HIGH �,ka'� STRENGTH EPDXY (6' MIN z I ` EMBEDMENT) w / NOTE: (1) ANCHOR BOLT LOCATED 6' FROM TOP AND Q BOTTOM 4 (U NEAR MID -CENTER �= Fi'rll II f) #5 REBAR VERTICALLY IN CONC. POURED CELL (LOCATION PER PLAN) ONCRETE SLAB (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) a--�—INTERIOR BEARING -WALL FOOTING (SEE FOUNDATION PLAN FOR 5IZE .a4 AND REINFORCEMENT) XTERIOR WALL FOOTING (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) INTERIOR LBW TO CMU INTERSECTION SCALE: 3/4'=I'-O' SECURE TOP PLATES w/ 16d COMMON NAILS 4" O.G. 2-ROW5, STAGGERED NOTE: DO NOT SPLICE TOP PLATES WITHIN 6'-0" OF ENDS OF WOOD STRUCTURAL PANEL SHEAR WALLS. THI5 DETAIL APPLIES AT ALL EXTERIOR WALLS AND INTERIOR SHEAR WALLS, TOP PLATE SPLICE DETAIL 3 SCALE: 3/4'=1'-0' PRE-ENGINEERED GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES AT FIRST (2) BAYS (4'-0' O.C. 9 SHEATHING SEAMS) (2) 2x4 5YP #2 DIAGONAL BRACE w/ (3) 12d NAILS 9 EACH TRUSS (DIAGONAL X-BRACING TO COVER 5-TRU65ES CONT. 2x4 RAT -RUN ATTACHED TO EACH TRUSS w/ (2) 12d NAILS INSTALLED 6 MID -POINT OF TRUSS SPAN or 10'-0" O.C. MAX PRE-ENGINEERED ROOF TRUSS DOUBLE TOP PLATE TO STUD w/ SIMPSON 5P4 (LISP 5PT4) 9 32" O.C. MAX 2x STUDS a 16" O.G. MAX UNLESS NOTED OTHERWISE 2x CONTINUOUS STRESS BLOCKING 6 MID -WALL UM WALL BOARD BOTTOM PLATE TO / (U 10d CUT NAIL 9 MAX ONCRETE SLAB • • (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) NTERIOR BEARING WALL FOOTING (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) SINGLE STORY L.B.W. w/ NO UPLIFT 4 A SCALE: 3/4'=1'-0' PRE-ENGINEERED ROOF TRUS5 -TOP PLATE -2x WOOD or METAL 5TUD5 9 24" O.C. MAX (NOT LOAD BEARING) -3/4' T4G 5115FLOOR (ATTACHMENT METHOD PER 'NAILING SCHEDULE") -ENGINEERED FLOOR TRUSS DOUBLE TOP PLATE �" GYPSUM WALL BOARD 2x CONTINUOUS STRESS BLOCKING 9 MID -WALL 2x STUDS 9 16" O.C. MAX UNLE55 NOTED OTHERWISE -SECURE BOTTOM PLATE TO SLAB w/ (I) 10d CUT NAIL 11 32' O.C. MAX a ONCRETE SLAB • • (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) NTERIOR BEARING WALL FOOTING (SEE FOUNDATION PLAN FOR 51ZE AND REINFORCEMENT) TWO STORY L.B.W. w/ NO UPLIFT SCALE: 3/4'=1'.0' PRE-ENGINEERED ROOF TRU55 DOUBLE TOP PLATE TO STUD w/ SIMPSON SP4 (U5P 5PT4) Q 32' O.C. MAX 2x STUDS a IV O.C. MAX UNLESS NOTED OTHERWISE 2x CONTINUOUS STRESS BLOCKING a MID -WALL 2` GYPSUM WALL BOARD -SECURE BOTTOM PLATE TO SLAB w/ V x 9' ANCHOR BOLT w/ 2" WASHER SET IN SIMPSON HIGH STRENGTH EPDXY (OR EQUIVALENT) 6" EMBEDMENT MIN. 9 32" O.C. MAX -STUD TO BOTTOM PLATE w/ SIMPSON 5104 (USP SPT4) 6 32" O.C. MAX LCONCREtE SLAB (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) NTERIOR BEARING WALL FOOTING (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) SINGLE STORY L.B.W. w/ UPLIFT PRE-ENGINEERED ROOF TRU55 d SCALE: 3/4'21'-0' DOUBLE TOP PLATE TO STUD w/ 51MP50N SP4 (USP SPT4) a 32' O.G. MAX 2x CONTINUOUS STRESS BLOCKING 9 MID -WALL 2x STUDS 9 16' O.C. MAX UNLESS NOTED OTHERWISE 15T FLOOR STUDS TO 2ND FLOOR STUDS SECURED w/ SIMPSON OR USP MSTA36 3/4' T4G SUBFLOOR (ATTACHMENT METHOD PER 'NAILING SCHEDULE') PRE-ENGINEERED FLOOR TRUSS -DOUBLE TOP PLATE -2x STUDS s 16' O.C. MAX UNLESS NOTED OTHERWISE 4" GYPSUM WALL BOARD -2x CONTINUOUS STRESS BLOCKING 0 MID -WALL -SECURE BOTTOM PLATE TO SLAB w/ V x T ANCHOR BOLT w/ 2" WASHER SET IN SIMP50N HIGH STRENGTH EPDXY (OR EQUIVALENT) 6" EMBEDMENT MIN. a 32" O.G. MAX -5TUD TO BOTTOM PLATE w/ SIMPSON 5P4 (USP SPT4) 9 32" O.C. MAX CONCRETE SLAB (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) INTERIOR BEARING WALL FOOTING (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) TWO STORY L.B.W. w/ UPLIFT A R C H IT E C T S — LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r SCALE: 3/4'21'-0' DOUBLE TOP PLATE TO STUD w/ 51MP50N SP4 (USP SPT4) a 32' O.G. MAX 2x CONTINUOUS STRESS BLOCKING 9 MID -WALL 2x STUDS 9 16' O.C. MAX UNLESS NOTED OTHERWISE 15T FLOOR STUDS TO 2ND FLOOR STUDS SECURED w/ SIMPSON OR USP MSTA36 3/4' T4G SUBFLOOR (ATTACHMENT METHOD PER 'NAILING SCHEDULE') PRE-ENGINEERED FLOOR TRUSS -DOUBLE TOP PLATE -2x STUDS s 16' O.C. MAX UNLESS NOTED OTHERWISE 4" GYPSUM WALL BOARD -2x CONTINUOUS STRESS BLOCKING 0 MID -WALL -SECURE BOTTOM PLATE TO SLAB w/ V x T ANCHOR BOLT w/ 2" WASHER SET IN SIMP50N HIGH STRENGTH EPDXY (OR EQUIVALENT) 6" EMBEDMENT MIN. a 32" O.G. MAX -5TUD TO BOTTOM PLATE w/ SIMPSON 5P4 (USP SPT4) 9 32" O.C. MAX CONCRETE SLAB (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) INTERIOR BEARING WALL FOOTING (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) TWO STORY L.B.W. w/ UPLIFT A R C H IT E C T S — LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � SUBDIV. 8c LOT: OAKLAND LAKE (LOT #23) MODEL: 2195 (VERSION#00) PROJECT.#: 2784.000/00023 PAGE: SECTIONS/ DETAILS ARCHITECT: STATE OF FLORIDA AV SCALE: 3/4'=1'-0' I DATE: 5 /"7 /18 SCALE: 1/4"=1'-0" VTCR of (1) 6 EA D" O.C. M TYPICAL VALLEY TRUSS CONNECTION SCALE: 3/4'=1'-O' m SECURE 2x4 FLAT TO BLOCK w/ CUT NAILS a L—SECURE 2x6 MIN. TO BLOCK w/ (2)V x 9" ANCHOR BOLTS w/ 2' B WASHER SET IN SIMPSON or USP HIGH STRENGTH EPDXY (MIN. (0" EMBEDMENT) —SECURE 2x6 MIN. TO BLOCK w/ (3)V x 9' ANCHOR BOLTS w/ 2' WASHER SET IN SIMPSON or USP HIGH STRENGTH EPDXY (MIN. 6' ARAGE DOOM BUCK ATTACHMENT SCALE: 3/4'=1'-O' 0 ❑p° rfRE-ENGINEERED TRUSS j' GYPSUM BOARD OR z' HIGH STRENGTH CEILING 50ARD 2x TOP PLATE GYPSUM WALL BOARD 2x WOODS STUDS 9 24' O.C. (SIZE PER PLAN) SECURE BOTTOM PLATE TO SLAB w/ 10d MASONRY NAILS 6 32' O.C. MAX CONCRETE SLAB (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) as a INTERIOR NON -BEARING WALL WOOD STUDS SCALE: 3/4'4-0' PRE-ENGINEERED TRUSS $' GYPSUM BOARD OR z' HIGH STRENGTH CEILING 0 50ARD 3 V TOP CHANNEL (25 GAUGE) TOP CHANNEL TO TRUSS w/ DRYWALL SCREWS (EACH TRUSS or 24" O.G. MAX) 'GYPSUM WALL 50ARD 3 %" METAL STUDS (25 GAUGE) 9 24" O.0 w/ FULL LENGTH LAYER OF 1/2" TYPE GYPSUM WALLBOARD, ATTACHED TO EACH SIDE g 12' D.C. 3 e' 50TTOM CHANNEL (25 GAUGE) BOTTOM CHANNEL TO SLAB w/ 10d x I' MIN. MASONRY O NAIL w/ WASHER 6 32" O.C. MAX. ONCRETE SLAB ISEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) NOTE: STUD GAUGE IS HEIGHT SPECIFIC. CONSULT w/ MANUFACTURER ON STUD HEIGHT LIMITS. INTERIOR NON -BEARING WALL METAL STUDS SCALE: 3/4'=1'-0' 1II TEXTURED CEMENTITIOUS I) REBAR VERTICALLY IN CONC. POURED ICOATING MIN. (PER ASTM CELL (SIZE AND LOCATION PER PLAN) CS26) OVER CMU—� CMU BLOCK FATHER STRIP MOLDING AROUND DOOR PER MANUFACTURER'S SPECIFICATIONS) 2x6 P.T. WOOD STUD SECURED TO FILLED CELL w/ (3)Yz' x 9" ANCHOR BOLTS iu/ 2' GALVANIZED STEEL TRACK BRACKETS WASHER SET IN SIMPSON or USP HIGH (BY OTHERS - INSTALLED TO 2x6 P.T. SUCKS STRENGTH EPDXY (MIN. 6' EMBEDMENT) PER MANUFACTURER'S SPECIFICATIONS MIN. auoe _,� VERHEAp GARAGE DOOR (BY OTHERS) aooM—�xALVANIZED STEEL VERTICAL TRACK B SECTION (BY OTHERS - INSTALLED PER MANUFACTURER'S SPECIFICATIONS) A R C H IT EC T S Design YOU P nc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r Lipmemmammam � E 0 8 cu E O C SUBDIV. 8c LOT: OAKLAND LAKE (LOT #23) MODEL: 2195 (VERSION#00) PROJECT#: 2784.000/00023 PAGE: SECTIONS/ DETAILS ARCHITECT - STATE OF FLORIDA 6/1/18 SCALE: 1/4"=1'—O" 1 SHEET D4 VTCR o (1) 6 EA )" O.C. M TYPICAL VALLEY TRUSS CONNECTION P.T. 2x STUD or 8" CMU BLOCK WALL I P.T. 2x4 STUDS a lfo" O.C. MAX 2 SHOWER SEAT SCALE: 3/4'=1'-0' SCALE: 3/4':1'-0' 2 RIDGE ONE SIZE LARGER THAN PIER 51ZE w/ MIN. (3) 12d NAILS or MIN. (4) Imd GUN NAILS Ix6 COLLAR TIE Q EVERY OTHER RAFTER w/ MIN. (3) 12d NAILS or MIN. (4) 10d GUN NAILS 2x RAFTER lx8 NAILER SECURED TO TRUSSES BELOW w/ (2)12d NAILS or (3) 10d GUN NAILS is EACH TRU55 RAFTER TO TRUSS w/ 51MPSON MT512 or LISP MTW12 (CREATE VOID FOR STRAP PENETRATION} 0 -WATER RESISTANT BACKERSOARD (DEN5HIELD) 1/2' DEN5HIELD (SEAT DECK MUST BE SLOPED 1/2' MIN. TO PAN) -MAPELASTIC AQUA DEFENSE WATER PROOF MEMBRANE TO BE SITE APPLIED, MEMBRANE MUST OVERLAP SHOWER PAN LIP. (WATER PROOF MEMBRANE MUST GO UP OR OUT AT LEAST 4 INCHES) CAULK BEAD BETWEEN DENSHIELD AND FIBERGLASS PAN APPLIED PRIOR TO MEMBRANE INSTALLATION SHOWER PAN (FIBERGLASS OR CERAMIC) 11 11 CAST LINTEL � SECURE 2x TO CMU w/ (2) " x 3' TAPCONS WITHIN 8" OF EACH END AND 618" O.C. MAX (MI 4 MIN. WITHIN 8" OF ROUGH OPENING (UP TO 8'-0') (TYPE A PER �RD PLA( 3 ARCH WINDOW FRAME SCALE: 3/4'=1'-0' or DRIVE PIN N. SHANK SIZE .145 EMBEDMENT OF I Ya°) EACH END AND m18" O.C. MAX WALL SHEATHING 0 ATTACHMENT METHOD o "NAILING 5CHEDULE") CONVENTIONALLY FRAMED ROOF SCALE: 3/4'=1'-0' 2x4 SECURED TO GAB' r r. (2) 12d 6 EAC 2x4 SECURED TO GAB (2)12d SPACED 6' - 8 2x4 RAFTER SIMP50N L30 m BLOCKING (E 2x4 BLOCKING 6 EAC 2x4 FRAMING SIMPSON 142BA or 9 EACH RAFTER TAIL CC 5IMP60N L30 Is TOP OF EACH RAFTER CC FRAMED OVERHANG SCALE: 3/4' 4-0' 0 ❑E SECURE 2x4 FLAT TO BLOCK w/ CUT NAILS SECURE RAFTER TO BLOCKING BETWEEN TRUSSES w/ SIMPSON or USP MSTA24 SECURE BLOCKING TO TRU55 BOTTOM CHIORD w/ (3) 12d NAILS 18 EACH END. PRE-ENGINEERED ROOF TRUSSES ROOF DECKING OVER PRE-ENGINEERED ROOF TRUSSES /--PRE-ENGINEERED TRU55 8' GYPSUM BOARD OR #' HIGH STRENGTH CEILING BOARD SINGLE 2x TOP PLATE GYPSUM WALL BOARD 2x WOODS STUDS 9 24' O.C. (SIZE PER PLAN) SECURE BOTTOM PLATE TO SLAB w/ 10d MASONRY NAILS 9 32' O.C. MAX ,CONCRETE SLAB (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) INTERIOR NON -BEARING WALL U100D STUDS A6 SCALE: 3/4'=1'-0' r PRE-ENGINEERED TRU55 8° GYPSUM BOARD OR �' HIGH STRENGTH CEILING O BOARD -3 V TOP CHANNEL (25 GAUGE) TOP CHANNEL TO TRU55 w/ DRYWALL SCREWS (EACH TRU55 or 24" O.G. MAX) GYPSUM WALL BOARD 3 e" METAL STUDS (25 GAUGE) 9 24" O.0 w/ FULL LENGTH LAYER OF 1/2" TYPE GYPSUM WALLBOARD, ATTACHED TO EACH SIDE 18 12' O.C. 3 %" BOTTOM CHANNEL (25 GAUGE) BOTTOM CHANNEL TO SLAB w/ 106 x I' MIN. MASONRY O NAIL w/ WASHER Q 32" O.C. MAX. j---(C ONCRETE SLAB SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) 26 STUD BLOCKS-� L-SECURE 2x6 MIN. TO BLOCK w/ (2)i' x 9" ANCHOR BOLTS w/ 2' NOTE WASHER SET IN SIMPSON or USP B STUD GAUGE IS HEIGHT SPECIFIC. CONSULT HIGH STRENGTH EPDXY w/ MANUFACTURER ON STUD HEIGHT LIMITS. (MIN. (0" EMBEDMENT) INTERIOR NON -BEARING WALL ry B 0 u r METAL STUDS SCALE: 3/4'=I'-0' SECURE 2x6 MIN. TO BLOCK w/ (3)V x 9" ANCHOR BOLTS w/ 2' " TEXTURED CEMENTITIOU5 1) REBAR VERTICALLY IN CONC. POURED :AST OR POURED IN WASHER SET IN SIMP50N or USP COATING MIN. (PER ASTM CELL (SIZE AND LOCATION PER PLAN) ;E SILL (PER BLDR) HIGH STRENGTH EPDXY (MIN. 6' C926) OVER GM EMBEDMENT CMU BLOCK a o FATHER STRIP MOLDING AROUND DOOR CM (PER MANUFACTURER'S SPECIFICATIONS) 2x6 P.T. WOOD STUD SECURED TO FILLED CELL w/ (3) y' x 9" ANCHOR BOLTS w/ 2' GALVANIZED STEEL TRACK BRACKETS WASHER SET IN SIMPSON or U5P HIGH (BY OTHERS - INSTALLED TO 2x6 P.T. BUCKS STRENGTH EPDXY (MIN. (o' EMBEDMENT) PER MANUFACTURER'S SPECIFICATIONS r MIN. SLIDE VERHEAD GARAGE DOOR (BY OTHERS) SECTION GARAGE DOOR BUCK ATTACHMENT Room ALVANIZED STEEL VERTICAL TRACK A :6:SCALE: 3/4'=I'-0' &�W�ALE2 (BY OTHERS - ALLED PER MAN FACTURER S SPECIFICATIONS) A R C H I T E C T S 1 ffff1 K. KUKALU KCAUAN 6LVU. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 �II�II Lo�mov o� SUBDIV. & LOT: OAKLAND LAKE (LOT #23) MODEL: 2195 (VERSION#00) PROJECT#: 2784.000/00023 PAGE: SECTIONS/ DETAILS ARCHITECT - STATE OF FLORIDA OAY 2®lo DATF,.:'''5/7/1E3 SC4E: 1/4 =1'-O" SIB �ET 1 BATT OR 5LOWN-IN INSULATION (R-VALUE PER ENERGY CALCS) PRE-ENGINEERED ROOF TRUSS TWI5T STRAP (PER PLAN) DOUBLE TOP PLATE METAL DRIP EDGE 2x6 SUB -BAND VENTED ALUMINUM SOFFIT PER WINDOW HEADER (SIZE PER PLAN) J' TEXTURED CEMENTITIOU5 COATING MIN. (PER ASTM C926) OVER PAPERBACK EXPANDED METAL LATH, OVER APPROVED 2-LAYER WATER RE5ISTANT BARRIER, OVER WALL SHEATHING (TYPE AND ATTACHMENT METHOD PER 'NAILING SCHEDULE") CONTINUOUS 2x4 w/ (4) 16d NAILS 9 TOP OF FLOOR TRU55 (TOP 2x4 SUPPORTS 50TTOM PLATE OF 2nd FLOOR WALL) SHEATHING MUST NOT BREAK WITHIN 1'4' MIN. FROM 2nd FLOOR LINE CONTINUOUS 2x6 w/ (6) 16d NAILS 6 50TTOM OF FLOOR TRUSS (BOTTOM 2x6 15 A NAILER FOR WALL SHEATHING) PLASTIC OR METAL WEEP CONC. FILLED U-BLOCK w/ (U S CONTINUOUS RE5AR WINDOW (PER PLAN), ATTACHMENT PER MFR. SPECIFICATIONS PRECAST OR POURED IN PLACE SILL (PER 5LDR) " TEXTURED CEMENTITIOUS COATING MIN. (PER A5TM C926) OVER CMU 4 a a a a. 9 a. a a a a FRAME ON BLOCK WALL SECTION - HIP ROOF Two STORY 16d NAILS s 8" D.C. MAX 2x4 BLOCKING is EACH BRACE. TOENAIL INTO TRUSS w/ (4)16d NAILS is EACH END 3/4' T4G SU5FLOOR (ATTACHMENT METHOD PER 'NAILING SCHEDULE') 8d RING SHANK NAILS a 4" O.C. MAX INTO BLOMW-s PRE-ENGINEERED FLOOR 2x4 BRACE 9 46" O.C. w/ (5) 12d NAILS a EACH END " GYPSUM BOARD OR J' HIGH STRENGTH CEILING BOARD CONC. FILLED U-BLOCK w/ (U 15 CONTINUOUS RE5AR D FLOOR TRUSS CONNECTION SCALE: 3/4'=1'-0' SCALE: 3/4'=F-0' OR TILE (PER BLDR) OVER #30 FELT PAPER (OR APPROVED EQUAL) INSTALLED PER SECTION R905 OF THE F5CR, 6TH EDITION (2011) OVER ROOF SHEATHING (TYPE AND ATTACHMENT METHOD PER "NAILING SCHEDULE') ' GYPSUM BOARD OR 2' HIGH STRENGTH CEILING 50ARD -5IMPWN 5P2 (U5P 5PT24) g EVERY EXTERIOR BEARING STUD. o FOR CONDITIONS WHERE TRU56 AND STUD LINE-UP, USE A SIMPSON HIOA (USP RT16A) -WALL INSULATION (R-VALUE PER ENERGY CALCS) -WINDOW (PER PLAN), ATTACHMENT PER MFR. SPECIFICATIONS EXTERIOR BEARING STUDS [SIZE AND SPACING PER NOTE 1*21, UNDER CATEGORY TIMER ON GENERAL NOTES SHEET GN)] 3/4' T4G 51,15FLOOR (ATTACHMENT METHOD PER "NAILING SCHEDULE') -ENGINEERED FLOOR TRUSS ' GYPSUM BOARD OR i" HIGH STRENGTH CEILING BOARD EMBEDDED STRAP (PER PLAN) PRECAST LINTEL (SIZE AND REINFORCEMENT PER PLAN) WALL INSULATION (R-VALUE PER ENERGY CALCS) 2" GYPSUM WALL BOARD (U 05 RE5AR VERTICALLY IN CONC. POURED CELL (LOCATION PER PLAN) " P.T.FURRING STRIPS 0 IV O.C. CONCRETE SLAB (SEE FOUNDATION PLAN FOR 51ZE AND REINFORCEMENT) EXTERIOR WALL FOOTING (SEE FOUNDATION PLAN FOR 51ZE AND REINFORCEMENT) SHINGLES OR TILE (PER 5LDR) OVER $30 FELT PAPER (OR APPROVED EQUAL) INSTALLED PER SECTION R905 OF THE F5CR, 6TH EDITION (2011) OVER ROOF SHEATHING (TYPE AND ATTACHMENT METHOD PER 'NAILING SCHEDULE') METAL DRIP EDGE 2x(o 51,15-13AND VENTED ALUMINUM SOFFIT PER PLAN DOUBLE TOP PLA J' TEXTURED CEMENTITIOUS COATING MIN. (PER ASTM 0926) OVER PAPERBACK EXPANDED METAL LATH, OVER APPROVED 2-LAYER WATER RESISTANT BARRIER, OVER WALL SHEATHING (TYPE AND ATTACHMENT METHOD PER 'NAILING SCHEDULE') WALL INSULATION (R-VALUE PER ENERGY CALCS) WINDOW HEADER (SIZE PER PLAN) REFER TO DETAIL I/ )2 FOR GABLE X-BRACING REQUIREMENTS PRE-ENGINEERED GABLE ROOF TRUSS 2x4 BLOCKING BETWEEN TRUSSES AT FIRST (2) BAYS (4'-0' O.C. a SHEATHING SEAMS) 5TIFF5ACK AT ALL UPRIGHTS OVER 4'-10" HIGH (AS PER TRUSS ENGINEERING) CONT. 2x4 RAT -RUN ATTACHED TO EACH TRUSS w/ (2) 12d NAILS INSTALLED 9 MID -POINT OF TRUSS SPAN or 10'-0" O.C. MAX BATT OR 5LOWN-IN INSULATION (R-VALUE PER ENERGY CALCS) ECURE 2x4 TO 05L TOP PLATE w/ %a' x 6' THRU-BOLTS m 32' D.C. MAX, then SECURE GABLE TO 2x4 w/ 12d NAILS 6 8' O.G. MAX or SECURE GABLE TO DBL TOP PLATE w/ SIMPSON HGAIO 9 24" O.G. MAX (or EQUIVALENT INSTALLED PER MFRS SPECS) or SECURE GABLE TO DBL TOP PLATE w/ SIMPSON MSTA24 a 32' O.C. MAX FRAME WALL SECTION - GABLE ROOF (or EQUIVALENT INSTALLED PER MFR'$ SPECS) 5GALE: 3/4'=1'40' NOTE: HANDRAILS WITH A CIRCULAR CRO55 SECTION SHALL HAVE AN OUTSIDE DIAMETER OF AT LEAST I j INCHES (32 MM) AND NOT GREATER THAN 2 INCHES (51 MM). IF THE HANDRAIL 15 NOT CIRCULAR, IT SHALL HAVE A PERIMETER DIMENSION OF AT LEAST 4 INCHES (102 MM) AND NOT GREATER THAN 6 � INCHES (160 MM) WITH A MAXIMUM CROSS SECTION OF DIMEN5ION OF 2 j INCHES (51 MM). EDGES SHALL HAVE A MINIMUM RADIUS OF 0.01 INCH (025 MM). FULL WA! ' CLEAR $PAC BETWEEN TF )RAIL AND T� SHALL BE I 42' KNEEWAI CONTINUOUS HANDRAIL 34" MIN, TO 38' MAX AP 4A TSTIR /HANDRAIL WO ASTORY 8' TEXTURED CEMENTITIOU5 COATING MIN. (PER ASTM 0926) OVER PAPERBACK EXPANDED METAL LATH, OVER APPROVED 2-LAYER WATER RESISTANT BARRIER, OVER WALL SHEATHING (TYPE AND ATTACHMENT METHOD PER "NAILING SCHEDULE'�— EXTERIOR BEARING STUDS [SIZE AND SPACING PER NOTE 121, UNDER CATEGORY TIMBER ON GENERAL NOTES SHEET GN)] M5EDDED STRAP (or EQUIVALENT)' (PER PLAN) TEXTURED CEMENTITIOU5 COATING MIN. (PER ASTM C92(o) OVER CMU NOTE: STRUCTURAL SHEATHING MUST NOT BREAK WITHIN 1'-4' MIN. 70M 2nd FLOOR LINE PERPENDICULAR PARALLEL TO BLOCK I TO BLOCK CONTINUOUS 2x4 w/ (4) 16d NAILS g TOP OF FLOOR TRU55 (TOP 2x4 SUPPORTS 50TTOM PLATE OF 2nd FLOOR WALL) 3/4' T4G 5U5FLOOR (ATTACHMENT METHOD PER 'NAILING SCHEDULE") PRE-ENGINEERED FLOOR TRU55 CONTINUOUS 2x6 w/ (6)16d NAILS a 50TTOM OF FLOOR TRUSS (BOTTOM 2x(o IS A NAILER FOR WALL SHEATHING) GYPSUM BOARD OR i' HIGH STRENGTH CEILING BOARD CONC. FILLED U-5LOCK w/ (1) 95 CONTINUOUS RE5AR 1 1/2' WALL MOUNT RAIL 4B RAILING DETAIL scale: r�rs. x 2" WOOD SCREWS LL SPACER STUDS 6 16 BLOCKING A R C H IT E C T S Design ro u 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 �IIIIIIIIII \000��0000� SUBDIV. 8e LOT: OAKLAND LAKE (LOT #23) MODEL: 2195 (VERSION#00) PROJECT#: 2784.000/00023 PAGE: SECTIONS/ DETAILS ARCHITECT: STATE OF FLORIDA DA'P 6/1/18 S aLE:1/4" V-0" BATT OR BLOWN -IN INSULATION (R-VALUE PER ENERGY CALCS) PRE-ENGINEERED ROOF TRU55- TWIST STRAP (PER PLAN) DOUBLE TOP PLATE METAL DRIP EDGE 2x6 SUB -BAND VENTED ALUMINUM SOFFIT PER PLAN WINDOW HEADER (SIZE PER PLAN) 8' TEXTURED CEMENTITIOUS COATING MIN. (PER ASTM CS26) OVER PAPERBACK EXPANDED METAL LATH, OVER APPROVED 2-LAYER WATER RESISTANT BARRIER, OVER WALL SHEATHING (TYPE AND ATTACHMENT METHOD PER 'NAILING SCHEDULE") CONTINUOUS 2x4 w/ (4) 16d NAILS 10 TOP OF FLOOR TRUSS (TOP 2x4 SUPPORTS BOTTOM PLATE OF 2nd FLOOR WALL) SHEATHING MUST NOT BREAK WITHIN I'-4" MIN. FROM 2nd FLOOR LINE CONTINUOUS 2x6 wl (6) Ibd NAILS 0 BOTTOM OF FLOOR TRUSS (BOTTOM 2x(o IS A NAILER FOR WALL SHEATHING) PLASTIC OR METAL WEEP SCREED CONC. FILLED U-BLOCK w/ (1)'5 CONTINUOUS REBAR WINDOW (PER PLAN), ATTACHMENT PER MFR. SPECIFICATIONS PRECAST OR POURED IN PLACE SILL (PER BLDR) }" TEXTURED CEMENTITIOUS COATING MIN. (PER ASTM C92(b) OVER CMU f� FRAME ON BLOCK WALL SECTION — HIP ROOF TWO STORY lbd NAILS g 8" O.C, MAX 2x4 BLOCKING 6 EACH BRACE. TOENAIL INTO TRUSS w/ (4) Ibd NAILS 9 EACH END 3/4' T4G SUBFLOOR (ATTACHMENT METHOD PER 'NAILING SCHEDULE') Sd RING SHANK NAILS 6 4" O.G. MAX INTO BLOCKING PRE-ENGINEERED FLOOR 2x4 BRACE 9 48" O.C. w/ (5) 12d NAILS is EACH END 8" GYPSUM BOARD OR J' HIGH STRENGTH CEILING BOARD CONC. FILLED U-BLOCK w/ (1) 05 CONTINUOUS REBAR 2 FLOOR TRUSS CONNECTION SCALE: 3/4'=V-0' C SCALE: 3/4'=F-V SHINGLES OR TILE (PER BLDR) OVER #30 FELT PAPER (OR APPRO D EQUAL) INSTALLED PER SECTION 5 OF THE FBCR, 6TH EDITION (2011) OVER ROOF SHEATHING (TYPE AND ATTACHMENT METHOD PER "NAILING SCHEDULE') 8' GYPSUM BOARD OR z" HIGH STRENGTH CEILING BOARD -SIMPSON 5P2 (USP SPT24) 9 EVERY EXTERIOR BEARING STUD. FOR CONDITIONS WHERE TRUSS AN STUD LINE-UP, USE A SIMPSON HIOA (USP RTI&A) TALL INSULATION (R-VALUE PER ENERGY CALCS) 4VNDOW (PER PLAN), ATTACHMENT PER MFR. SPECIFICATIONS WINDOW SILL EXTERIOR BEARING STUDS [SIZE AND SPACING PER NOTE 021, UNDER CATEGORY TIMBER ON GENERAL NOTES SHEET GN)] 3/4" T4G SUBFLOOR (ATTACHMENT METHOD PER "NAILING SCHEDULE') ENGINEERED FLOOR TRUSS I' GYPSUM BOARD OR 2" HIGH STRENGTH CEILING BOARD EMBEDDED STRAP (PER PLAN) T'RECAST LINTEL (SIZE AND REINFORCEMENT PER PLAN) WALL INSULATION (R-VALUE PER ENERGY CALCS) I" GYPSUM WALL BOARD tl) 05 REBAR VERTICALLY IN CONC. POURED CELL (LOCATION PER PLAN) a" P.T.FURRING STRIPS 9 IV D.C. CONCRETE SLAB (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) -EXTERIOR WALL FOOTING (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) SHINGLES OR TILE (PER BLDR) OVER 030 FELT PAPER (OR APPROVED EQUAL) INSTALLED PER SECTION R905 OF THE FBCR, 6TH EDITION (2011) OVER ROOF SHEATHING (TYPE AND ATTACHMENT METHOD PER 'NAILING SCHEDULE') METAL DRIP EDGE 2x6 SUB -BAND VENTED ALUMINUM SOFFIT PER PLAN DOUBLE TOP PLATE—� ' TEXTURED GEMENTITIOUS COATING MIN. (PER ASTM C92(6) OVER PAPERBACK EXPANDED METAL LATH, OVER APPROVED 2-LAYER WATER RESISTANT BARRIER, OVER WALL SHEATHING (TYPE AND ATTACHMENT METHOD PER 'NAILING SCHEDULE") WALL INSULATION (R-VALUE PER ENERGY CALCS) WINDOW HEADER (SIZE PER PLAN) FRAME WALL SECTION — GABLE ROOF SCALE: 3/4' 4-0' NOTE: REFER TO DETAIL I/D2 FOR GABLE X-BRACING REQUIREMENTS GABLE ROOF TRUSS 2x4 BLOCKING BETWEEN TRUSSES AT FIRST (2) BAYS (4'-0' O.C. 6 SHEATHING SEAMS) 6TIFFBACK AT ALL UPRIGHTS OVER 4'-10" HIGH (AS PER TRUSS ENGINEERING) CONT. 2x4 RAT -RUN ATTACHED TO EACH TRUSS w/ (2) 12d NAILS INSTALLED 0 MID -POINT OF TRUSS SPAN or 10'-0" O.C. MAX -BATT OR BLOWN -IN INSULATION (R-VALUE PER ENERGY CALCS) -SECURE 2x4 TO DBL TOP PLATE w/ %s' x 6' THRU-BOLTS 9 32' O.C. MAX, then SECURE GABLE TO 2x4 w/ 12d NAILS 9 8' O.G. MAX or SECURE GABLE TO DBL TOP PLATE w/ 5IMP50N HGAIO s 24" O.G. MAX (or EQUIVALENT INSTALLED PER MFR'S SPECS) or SECURE GABLE TO DBL TOP PLATE w/ SIMPSON M5TA24 is 32' O.G. MAX (or EQUIVALENT INSTALLED PER MFR'S SPECS) HANDRAILS WITH A CIRCULAR CROSS SECTION SHALL HAVE AN OUTSIDE DIAMETER OF AT LEAST 1 4 INCHES (32 MM) AND NOT GREATER THAN 2 INCHES (51 MM). IF THE HANDRAIL IS NOT CIRCULAR, IT SHALL HAVE A PERIMETER DIMENSION OF AT LEAST 4 INCHES (102 MM) AND NOT GREATER THAN 6 � INCHES (160 MM) WITH A MAXIMUM CROSS SECTION OF DIMENSION OF 2 4 INCHES (51 MM). EDGES SHALL HAVE A MINIMUM RADIUS OF 0.01 INCH (025 MM). FULL W4' CLEAR SPAC BETWEEN T+ )RAIL AND T�- SHALL BE 1, 42" KNEEWAI CONTINUOUS HANDRAIL 34" MIN. TO 38" MAX AF 4A STAIR / HANDRAIL TWO STORY SCALE: 3/4'4-0' e' TEXTURED CEMENTITIOUS COATING MIN. (PER ASTM C92(o) OVER PAPERBACK EXPANDED METAL LATH, OVER APPROVED 2-LAYER WATER RESISTANT BARRIER, OVER WALL SHEATHING (TYPE AND ATTACHMENT METHOD PER "NAILING SCHEDULE"�— —EXTERIOR BEARING STUDS [SIZE AND SPACING 'PER NOTE '21, UNDER CATEGORY TIMBER ON GENERAL NOTES SHEET GN)] PARALLEL TO BLOCK M5EDDED STRAP (or EQUIVALENT) (PER PLAN) z' TEXTURED GEMENTITIOUS COATING MIN. (PER ASTM C926) OVER CMU NOTE: STRUCTURAL SHEATHING MUST NOT BREAK WITHIN I'-4' MIN. FROM 2nd FLOOR LINE PERPENDICULAR TO BLOCK CONTINUOUS 2x4 w/ (4) 16d NAILS g TOP OF FLOOR TRUSS (TOP 2x4 SUPPORTS BOTTOM PLATE OF 2nd FLOOR WALL) 3/4' T4G SUBFLOOR (ATTACHMENT METHOD PER 'NAILING SCHEDULE') PRE-ENGINEERED FLOOR TRUSS CONTINUOUS 2x6 w/ (6) 16d NAILS g BOTTOM OF FLOOR TRUSS (BOTTOM 2x(o IS A NAILER FOR WALL SHEATHING) J' GYPSUM BOARD OR HIGH STRENGTH CEILING BOARD LONG. FILLED U-BLOCK w/ (U 15 CONTINUOUS REBAR BATT OR BLOWN -IN INSULATION (R-VALUE PER ENERGY CALCS) PRE-ENGINEERED ROOF TRUSS DOUBLE TOP PLATE METAL DRIP EDGE 2x6 SUB -BAND VENTED ALUMINUM SOFFIT g' TEXTURED CEMENTITIOUS COATING MIN. (PER ASTM C926) OVER PAPERBACK EXPANDED METAL LATH, OVER APPROVED 2-LAYER WATER RESISTANT BARRIER, OVER WALL SHEATHING (TYPE AND ATTACHMENT METHOD PER 'NAILING SCHEDULE'} 2x8 SYP "2 WOOD STUDS 9 12" O.C. MAX V DIAMETER ANCHOR BOLT 9 12' O.C. MAX w/ T EMBEDMENT w/ 2' DIAMETER WASHER 2x8 SYP 02 WOOD STUDS 6 12' O.G. MAX 0 ly _W zu w I� z Z Q o6 4 O �v 0 WINDOW (PER PLAN), ATTACHMENT PER MFR. SPECIFICATIONS PRECAST OR POURED IN PLACE SILL (PER BLDR) ' TEXTURED CEMENTITIOUS COATING MIN, (PER ASTM C92(o) OVER CMU ao Z Jn �Qz: �Y� �L Za z� i ►ivaocviii�•n_ i► WALL MOUNT RAIL 4B RAILING DETAIL SCALE: N.T.S. -d6 4 a. a o a m o 2'-0" U OPEN TO ABOVE WALL SECTION TWO STORY SCALE: 3/4'=I'-0' x 2" WOOD SCREWS _L SPACER STUDS 6 16 BLOCKING OR TILE (PER BLDR) OVER 030 FELT PAPER (OR APPROVED EQUAL) INSTALLED PER SECTION R9O5 OF THE FBCR, 6TH EDITION (2011) OVER ROOF SHEATHING (TYPE AND ATTACHMENT METHOD PER 'NAILING SCHEDULE") g" GYPSUM BOARD OR �, HIGH STRENGTH CEILING BOARD 5IMP50N 5P2 (USP 5PT24) W EACH 2X8 STUD 1,0000 UPLIFT CONNECTOR 2' GYPSUM WALL BOARD �IMP50N SPI (USP 5PT22) 9 EACH 2x8 STUD �I) COURSE TIE -BEAM POURED SOLID w/ CONCRETE w/ (1) 05 REBAR HORIZONTALLY CAST LINTEL (SIZE AND REINFORCEMENT PER PLAN) 2 WALL INSULATION (R-VALUE PER ENERGY CALCS) 2' GYPSUM WALL BOARD J' P.T. FURRING STRIPS 6 16" O.C. (1) #5 CONTINUOUS REBAR 9 16' O.C. MAX, IN CONCRETE POURED CELL (VERIFY PER PLAN) ll�+rr �• o S REBAR 48" LONG w/ 6' HOOK 9 24' O.C. (MIN. 24" IN SLAB) 4" CONCRETE REINFORCED w/ FIBERMESH AT A RATE OF .151bs PER CUBIC YARD ON 6-MIL POLY ETHYLENE VAPOR BARRIER ON WELL COMPACTED CLEAN TERMITE TREATED FILL (3) S REBAR ON CHAIRS A R C H IT E C T S 4Design Grou Inc 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � SUBDIV. 8c LOT: OAKLAND LAKE (LOT #23) MODEL: 2195 (VERSION#00) PROJECT#: 2784.000/00023 PAGE: SECTIONS/ DETAILS ARCHITECT: STATE OF FLORIDA DATE: 5 /'7 /18 SCALE: 1/4"=l'—O" S13EET M (INSTALLED ON TOP OF WALL SHEATHING A 1116' O.S.B. SHEATHING OR 1/2' CDX PLYWOOD 2x4 EXTERIOR WALL STUDS 2x4 BOTTOM PLATE PLAN VIEW - 2x4 WALL (INSTALLED ON TOP OF WALL SHEATHING 1/I6' OSB. SHEATHING OR 1/2' CDX PLYWOOD 2X6 EXTERIOR WALL STUDS 2X6 BOTTOM PLATE PLAN VIEW - 2x6 WALL EXTERIOR STUD WALL - OUTSIDE CORNER (INSTALLED ON TOP OF WALL SHEATHING 8 SCALE: N.T.S. 1/I6' OSB. SHEATHING OR 1/2' CDX PLYWOOD 2x4 EXTERIOR WALL STUDS 2x4 BOTTOM PLATE PLAN VIEW - 2x4 WALL (INSTALLED ON TOP OF WALL SHEATHING 1/16' O.S.B. SHEATHING OR 1/2' CDX PLYWOOD 2X6 EXTERIOR WALL STUDS 2X6 BOTTOM PLATE PLAN VIEW - 2x6 WALL EXTERIOR STUD WALL - INSIDE CORNER SCALE: N.T.S. 2X EXTERIOR WALL STUDS 1/16' OSB. SHEATHING OR 1/2' CDX PLYWOOD CONNECT TOP OF STRAP TO SOLID STUD W/ (16)16d SINKER NAILS PRE-ENGINEERED FLOOR TRUSS a • • i2 9s • • l V MSTCM40 � CONNECT BOTTOM OF STRAP TO CMU BLOCK WALL W/ (12) j' TAPCONS NOTE: MINIMUM END AND EDGE DISTANCE FOR TITEN SCREWS IS 1 X' 1/16' OSB. SHEATHING OR 1/2' CDX PLYWOOD CONNECT TOP OF STRAP TO SOLID STUD W/ (16) Ibd SINKER NAILS PRE-ENGINEERED FLOOR TRUSS RIA1002% CONNECT BOTTOM OF STRAP TO CMU BLOCK WALL W/ (12) #' TAPCONS NOTE: • MINIMUM END AND EDGE DISTANCE FOR TITEN SCREWS IS 19 A ELEVATION VIEW SCALE: N.TB. B ELEVATION VIEW sCALt: V.S. MASONRY WALL 2X EXTERIOR WALL STUDS MASONRY WALL A R C H I T E C T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 �vaoovvvoo� SUBDIV. de LOT: OAKLAND LAKE (LOT #23) MODEL: 2195 (VERSION#00) PROJECT#: 2784.000/00023 PAGE: SECTIONS/ DETAILS AII'llainman STATE OF FLOFVDA l ��a 8/1/18 1 OCALE: 1/4"=1'-0" 1 0 ® E Lu Lo i U c m U C m n51(,m4v 1/I6' OS.B. SHEATHING OR (INSTALLED ON TOP OF 1/2' CDX PLYWOOD WALL SHEATHING ................... 2x4 EXTERIOR WALL A STUDS 2x4 BOTTOM PLATE PLAN VIEW — 2x4 WALL (INSTALLED ON TOP OF SHEATHING OR WALL SHEATHING 1/2' CDX PLYWOOD 2X6 EXTERIOR WALL STUDS 2X6 BOTTOM PLATE PLAN VIEW — 2x6 WALL EXTERIOR STUD WALL — OUTSIDE CORNER SCALE: V.S. 1/I6' 05.5. SHEATHING OR MSTCM40 1/2' CDX PLYWOOD (INSTALLED ON TOP OF WALL SHEATHING 8 2x4 EXTERIOR WALL STUDS _----_2x4 BOTTOM PLATE PLAN VIEW — 2x4 WALL 1/16' 0.5.5. SHEATHING OR 1/2' CDX PLYWOOD (INSTALLED ON TOP OF WALL SHEATHING 2X6 EXTERIOR WALL STUDS ` 2X6 BOTTOM PLATE PLAN VIEW — 2x6 WALL EXTERIOR STUD WALL — INSIDE CORNER VALE: NTS. 1/I6' O,S.B. SHEATHING OR 1/2' CDX PLYWOOD CONNECT TOP OF STRAP TO SOLID STUD W/ (16) Ibd SINKER NAILS PRE-ENGINEERED FLOOR TRUSS MSTCM40 CONNECT BOTTOM OF STRAP TO CMU BLOCK WALL W/ (12) J' TAPCONS NOTE: MINIMUM END AND EDGE DISTANCE FOR TITEN SCREWS IS 1 XI 1/16' O.S.B. SHEATHING OR 1/2' CDX PLYWOOD CONNECT TOP OF STRAP TO SOLID STUD W/ (16)16d SINKER NAILS PRE-ENGINEERED FLOOR TRUSS MSTCM40 CONNECT BOTTOM OF STRAP TO CMU BLOCK WALL W/ (12) 4' TAPCONS NOTE: } MINIMUM END AND EDGE DISTANCE FOR TITEN SCREWS IS 1 HTT-4 SECURED TO STUD W/ (20)10d X I J' NAILS PRE-ENGINEERED FLOOR TRUSS(GIRDER DRAWN) 1/16' O.S.B. SHEATHING OR 1/2' CDX PLYWOOD 5/8' AT.R: BEARING POST/ BEARING STUDS (PER PLAN) EXTERIOR STUD WALL — CORNER TO POST SCALE: NTS. 2X EXTERIOR WALL STUDS 1iGl Irrl��'T:.:I�OIe1�lA A ELEVATION VIEW sULE: KTS. EXTERIOR WALL STUDS MASONRY WALL B ELEVATION VIEW SCALE: KTS. 2X EXTERIOR WALL STUDS FIN. PRE-ENGINEERED FLOOR TRUSS (GIRDER DRAWN) NTT-4 SECURED TO STUD W/(20) 10d X I J'NAILS 5/8' AT.R IN HIGH STRENGTH EPDXY (MIN. 1' EMBED) FOUNDATION (PER PLAN) J' T t G SUBFLOOR GLUED AND NAILED AS PER NAILING SCHEDULE DBL. 2x4 BOTTOM PLA 2x4 EXTERIOR WALL 1/16' O.S.B. SHEATHING OR 1/2' CDX PLYWOOD ' T t G SUBFLOOR GLUED AND NAILED AS PER NAILING SCHEDULE 2X6 BOTTOM 2X6 EXTERIOR WALL 1/16' O.S.B. SHEATHING OR I/2' CDX PLYWOOD DBL. STUD REQUIRED W/ 2x4 WALL 1/16' O.S.B. SHEATHING OR 1/2' CDX PLYWOOD SECOND FIN. FLR. a m S TOP OF MASONRY WALL SOLID BLOCKING REQUIRED UNDERNEATH STUD FLOOR TRUSS S CONC. FILLED LINTEL BLOCK W/ (U S5 CONTINUOUS REBAR ll " HTT-4 SECURED TO STUD W/ (20)10d PLAN VIEW — 2x4 WALL X I NAILS 5/8' AT.R. IN HIGH STRENGTH EPDXY (MIN. T EMBED) FLOOR TRUSS ri CONC. FILLED LINTEL BLOCK W/ (U 5 CONTINUOUS REBAR u HTT-4 SECURED TO STUD W/ (20)10d al X I J' NAILS Q PLAN VIEW — 2x6 WALL C ELEVATION VIEW scAa E: NTA EXTERIOR STUD WALL — PERPENDICULAR TO BLOCK SCALE: N.T.S. 5/8' A.TR IN HIGH STRENGTH EPDXY (MIN.1' EMBED) 2X EXTERIOR WALL STUDS HTT-4 SECURED TO STUD W/ (20)10d X I i' NAILS -ENGINEERED FLOOR TRUSS 5/0' AM IN HIGH STRENGTH EPDXY (MIN. I' EMBED) CONC. FILLED LINTEL BLOCK Wl (1) 05 CONTINUOUS REBAR A R C N IT E C T S 4GRgn )L - upinc 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � �munm �oma000aoo� svaa� x.OT: OAKLAND LAKE (LOT #23) MODET.t 2195 (VERSION#00) PROJECT*: 2784.000 00023 PAGE: SECTIONS/ DETAILS ARCHrrECT' STATE OF FLOEN DATV:' 5/7/18 SCALE: 1/4' =1'-0" 314EET D NOTE: STRUCTURAL SHEATHING MUST NOT BREAK WITHIN 1'-4' MIN. FROM 2nd FLOOR LINE PRE-ENGINEERED ROOF CONTINUOUS 2x4 w/ (4) Ibd NAILS is TOP OF FLOOR TRUSS (TOP 2x4 SUPPORTS 50TTOM PLATE OF 2nd FLOOR WALL) SIMPSON MT512 or USP MTW12 TO LEDGER a 24' O.C. DOUBLE 2x6 LEDGER SECURED TO TRUSS w/ -' x $' LAG SCREWS ® 24' O.C. MAX CONTINUOUS 2xb w/ (6) Ibd NAILS is BOTTOM OF FLOOR TRUSS (BOTTOM 2x(o IS A NAILER FOR WALL SHEATHING) LEDGER CONNECTION AT FLOOR TRUSS ram.: ;r.7GlI NOTE: STRUCTURAL SHEATHING MUST NOT BREAK WITHIN 1'-4' MIN. FROM 2nd FLOOR LINE PRE-ENGINEERED ROOF SIMPSON MT6I2 or USP MTW12 TO LEDGER ® 24' O.C. DOUBLE 2x6 LEDGER SECURED TO TRUSS w/ V x 5' LAG SCREWS a 32' O.C. MAX LEDGER CONNECTION AT FLOOR TRUSS PARALLEL NOTE: SHEATHING MUST NOT BREAK AT JOINT OF WALL AND INTERSECTING ROOF DECKING. 2X EXTERIOR STUDS FIN. TOP OF WALL FLOOR TRUSSES BEARING CONDITION (PER PLAN) ROOF TO SECOND FLOOR WALL SCALE: 3/4'■I'-0' PARALLEL SCALE: 3/4'4-0' EXTERIOR BEARING STUDS [SIZE AND SPACING PER NOTE "21, UNDER CATEGORY TIMBER ON GENERAL NOTES SHEET GN4 FLOOR TRUSS EMBEDDED STRAP (PER PLAN) —PRECAST LINTEL (SIZE AND REINFORCEMENT PER PLAN) 1/16' Ob.5. SHEATHING OR 1/2' COX PLYWOOD CONTINUOUS TO BLOCK CONT. 2x4 W/ (4)160 NAILS 0 TOP OF FLOOR TRUSS (TOP 2x4 SUPPORTS 50TTOM PLATE OF 2ND FLOOR) 1/16' 0.6.5. SHEATHING OR 1/2' COX PLYWOOD OVER PRE-ENGINEERED ROOF TRUSSES CONT. 2x6 w/ (6)16d NAILS 9 50TTOM OF FLOOR TRUSS (BOTTOM 2X(o IS FOR WALL SHEATHING NAILER) TYPICAL PRECAST LINTEL EXTERIOR SEARING STUDS [SIZE AND SPACING PER NOTE 021, UNDER CATEGORY TIMBER ON GENERAL NOTES SHEET GN)l -ENGINEERED FLOOR TRUSS STRAP (PER PLAN) PRECAST LINTEL (SIZE AND REINFORCEMENT PER PLAN) NM ROOF CM ITIM MAY VA SECURE EACH KING STUD TO TOP PLATE w/ SIMPSON SP4 or USP SPT4 (FOR 2x6 WALL USE SIMPSON SP(b or USP SPT6) f'RE-ENGINEERED TRUSSES w/ TRUSS CONNECTOR (VERIFY w/ TRUSS PLAN) TOP PLATE ---CRIPPLE STUDS 6 16' O.C. MAX <NG STUDS (SEE 'MINIMUM WALL AND HEADER STUD REQUIREMENTS' CHART ON FRAMING PLAN FOR DETAILS AND SPECIFICATIONS) CURE JACK STUDS TO HEADER HEADER (SIZE PER PLAN) w/ SIMPSON or USP LSTA12 (EACH SIDE OF OPENING) DOOR / WINDOW JACK STUDS (SEE 'MINIMUM WALL AND HEADER STUD REQUIREMENTS' CHART ON FRAMING PLAN OPENING FOR DETAILS AND SPECIFICATIONS) XTERIOR BEARING STUDS [SIZE AND SPACING PER NOTE #21, G UNDER CATEGORY TIMBER ON GENERAL NOTES SHEET GNJ JACK STUD ASSEMBLY TO BE -- SECURED ONE PLY AT A TIME. USE 12d NAILS, (2) WITHIN 6' FROM EACH END t NO MORE THAN 12' O.C. STAGGERED -SECURE EACH JACK 4 KING STUD TO BOTTOM PLATE w/ SIMPSON SP4 or USP SPT4 614EATHING TO LAP TO TOP OF MASONRY WALL. SHEATHING MUST NOT BREAK I'-4' MIN. FROM 2ND FLOOR LINE JJ I111711r1V11r 1111\11V 11 1/VV16 V11'Jl\11\47 11\ 1'lOtlym IIt1LL nuo STORY SCALE: 3/4'=I'-0' A R C H IT EC T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 �'ll""Ill � ovvoovopv� E Q V O E O C SUBDIV. dg LOT: OAKLAND LAKE (LOT #23) MODEL• 2195 (VERSION#00) PROJECT& 2784.000/00023 PAGE: SECTIONS/ DETAILS ARCHITECT: STATE OF FLOFl 8/i/18 /SCALE: 1/4"=1'-0" NOTE: STRUCTURAL SHEATHING MUST NOT BREAK WITHIN 1'-4' MIN. PROM 2nd FLOOR LINE PRE-ENGINEERED ROOF TRUSS CONTINUOUS 2x4 w/ (4)"NAILS a TOP OF FLOOR TRUSS (TOP 2x4 SUPPORTS 50TTOM PLATE OF 2nd FLOOR WALL} SIMPSON MT5I2 or USP MTWI2 TO LEDGER a 24' O.C. DOUBLE 2x6 LEDGER SECURED TO TRUSS w/ V x 5' LAG SCREWS ® 24' O.C. MAX CONTINUOUS 2x6 w/ (6)16d NAILS is BOTTOM OF FLOOR TRUSS (BOTTOM 24 IS A NAILER FOR WALL SHEATHING) -EXTERIOR BEARING STUDS [SIZE AND SPACING PER NOTE 021, UNDER CATEGORY TIMBER ON ORAL NOTES SHEET GN)] FLOOR EMBEDDED STRAP (PER PLAN) CAST LINTEL (SIZE AND REINFORCEMENT PER PLAN) HEADER (SIZE PER PLAN) C DOOR / WINDOW OPENING LEDGER CONNECTION AT FLOOR TRUSS / ! PEROWICw-AR SCALE: 3/4'4-0' d� i NOTE: STRUCTURAL SHEATHING MUST NOT 51REAK WITHIN I'-4' MIN. PROM 2nd FLOOR LINE PRE-ENGINEERED ROOF TRUSS SIMPSON MT512 or USP MTW12 TO LEDGER 9 24' O.C: DOUBLE 2x6 LEDGER SECURED t0 TRUSS w/ V x 5' LAG SCREWS ® 32' O.C. MAX LEDGER CONNECTION AT FLOOR TRUSS PARALLEL NOTE: SHEATHING MUST NOT BREAK AT JOINT OF WALL AND INTERSECTING ROOF DECKING. 2X EXTERIOR STUDS TOP OF WALL FLOOR TRUSSES BEARING CONDITION (PER PLAN) SCALE: 3/4'.I'-O' ROOF TO SECOND FLOOR WALL PARALLEL SCALE: 3/4'4-0' EXTERIOR BEARING STUDS [SIZE AND SPACING PER NOTE UNDER CATEGORY TIMBER ON GENERAL. NOTES SHEET GN)] -ENGINEERED FLOOR `—EMBEDDED STRAP (PER PLAN) CAST LINTEL (SIZE AND REINFORCEMENT PER PLAN) 7/16' 0.6$. SHEATHING OR 1/2' CDX PLYWOOD CONTINUOUS TO BLOCK CONT. 2x4 W/ (4)161) NAILS 0 TOP OF FLOOR TRUSS (TOP 2x4 SUPPORTS 50TTOM PLATE OF 2ND FLOOR) 1/16' O.S.B. SHEATHING OR 1/2' CDX— PLYWOOD OVER PRE-ENGINEERED ROOF TRUSSES CONT. 24 w/ (6)16d NAILS 0 50TTOM OF FLOOR TRUSS (BOTTOM 2X6 IS FOR WALL SHEATHING NAILER) TYPICAL PRECAST LINTEL NOTE: ROOF CONDITIONS MAY VARY ul 5 1:i L11 1:J1\ TWO STORY HEADER (SIZE PER PLAN) C DOOR / WINDOW OPENING OPENING IN SECURE EACH KING STUD TO TOP PLATE w/ SIMPSON SP4 or USP SF'T4 (FOR 2x6 WALL USE SIMPSON SP6 or USP SPTb) PRE-ENGINEERED TRUSSES w/ TRUSS CONNECTOR (VERIFY w/ TRUSS PLAN) DOUBLE TOP PLATE CRIPPLE STUDS ® 16' O.G. MAX KING STUDS (SEE 'MINIMUM WALL AND HEADER STUD REQUIREMENTS' CHART ON FRAMING PLAN FOR DETAILS AND SPECIFICATIONS) SECURE JACK STUDS TO HEADER w/ SIMPSON or USP LSTAI2 (EACH SIDE OF OPENING) JACK STUDS (SEE 'MINIMUM WALL AND HEADER STUD REQUIREMENTS' CHART ON FRAMING PLAN FOR DETAILS AND SPECIFICATIONS) EXTERIOR BEARING STUDS [SIZE AND SPACING PER NOTE 121, UNDER CATEGORY TIMBER ON GENERAL NOTES SHEET GN)] SECURE EACH JACK 4 KING STUD TO BOTTOM PLATE w/ SIMPSON SP4 or USP SPT4 -SECURE BOTTOM PLATE TO SLAB w/ �' x S' ANCHOR BOLT w/ 2' WASHER SET IN SIMP50N HIGH STRENGTH EPDXY (OR EQUIVALENT) 6' EMBEDMENT MIN. 0 32' O.C. MAX SCALE: 3/4'=I'-0' SECURE EACH KING STUD TO TOP PLATE w/ SIMPSON SP4 or USP SPT4 (FOR 24 WALL USE SIMPSON SP6 or USP SPT(o) PRE-ENGINEERED TRUSSES w/ TRUSS CONNECTOR (VERIFY w/ TRUSS PLAN) TOP PLATE —CRIPPLE STUDS ® 16' O.C. MAX —KING STUDS (SEE 'MINIMUM WALL AND HEADER STUD REQUIREMENTS' CHART ON FRAMING PLAN FOR DETAILS AND SPECIFICATIONS) —SECURE JACK STUDS TO HEADER w/ SIMPSON or USP LSTAI2 (EACH SIDE OF OPENING) —JACK STUDS (SEE 'MINIMUM WALL AND HEADER STUD REQUIREMENTS' CHART ON FRAMING PLAN FOR DETAILS AND SPECIFICATIONS) ---EXTERIOR BEARING STUDS [SIZE AND SPACING PER NOTE 021, UNDER CATEGORY TIMBER ON GENERAL NOTES SHEET GN)] � JACK STUD ASSEMBLY TO BE SECURED ONE PLY At A TIME. USE 12d NAILS, (2) WITHIN 6' FROM EAC4 END 4 NO MORE THAN 12' O.C. STAGGERED -SECURE EACH JACK 4 KING STUD TO BOTTOM PLATE w/ SIMPSON SP4 or USP SPT4 SHEATHING TO LAP TO TOP OF MASONRY WALL. SHEATHING MUST NOT BREAK I'-4' MIN. PROM 2ND FLOOR LINE ME WALL SCALE: 3/4'44' 2x DOUBLE TOP PLATE PRE-ENGINEERED ROOF TRUSSES or CONVENTIONALLY -FRAMED ROOF SHEATHING (TYPE AND ATTACHMENT METHOD PER 'NAILING SCHEDULE') 2x BLOCKING UNDER WALL STUDS, SECURED BETWEEN TRUSS BAYS w/ (3)12d NAILS a EACH END 2x STUDS SPACING PER PLAN MT812 a EVERY STUD 2x BOTTOM PLATE 6 DORMER ATTACHMENT iw0 S70RY SCALE: 3/4'=I'-®' HEADER (SIZE PER FLAN) MAX. :NING 48' SIZE AND SPACING OF STUDS PER PLAN SIMPSON SP8 or USP SPTS e TOP 4 BOTTOM i'RE-ENGINEERED TRUSSES w/ TRUSS CONNECTOR (VERIFY w/ TRUSS PLAN) TOP PLATE SIMPSON or USP MSTA24 0 EACH JACK STUD 2x8 SYP "2 WOOD STUDS a 12' O.C. MAX. WALL SHEATHING TO BE WITHIN 1 l OF WINDOW/DOOR OPENING. WALL SHEATHING (TYPE AND ATTACHMENT METHOD PER 'NAILING SCHEDULE') (2) JACK STUDS 4 (2) KING STUDS a EACH SIDE OF OPENING JACK STUD ASSEMBLY t0 BE SECURED ONE PLY AT A TIME. USE 12d NAILS, (2) WITHIN 6' FROM EACH END 4 NO MORE THAN 12' O.C. STAGGERED {WINDOW SILL w/ CRIPPLE STUDS a 16' O.C. V DIAMETER ANCHOR BOLT a IT O.C. MAX w/ T' EMBEDMENT w/ 2' DIAMETER WASHER SIMPSON or USP MSTAM24 ® EACH JACK SECURED w/ (3)Y4' x 1 %4' TAPCONS TO CMU w/ MIN. 2' COVER 4 2' APART 2x8 BOTTOM PLATE WINDOW OPENING IN 2-STORY WALL Two STORY SCALE= 3/4'4-0' A R C H I T E C T S DesPin 1 oU pInc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � �IIIIIIIII� L000000000J SU393Dry ae I.OT. OAKLAND LAKE (LOT #23) MODEra 2195 (VERSION#00) PROJECT& 2784.000/00023 PAGE: SECTIONS/ DETAILS ARCHrrECT: STATE OF FLOF UDA - 1 - MAY � 4018 DATE" , 5/7,/18 1