The URL can be used to link to this page

Home My WebLink AboutBUILDING PLAN PAGE 16-30SdoD affi3 v G s��xs ST/BZ/50 *ssva sxxx�a CUM ON HV MVHonow V VdR61101d d0 RLV1S '102WHOW 'dXd HdW 09 SZVAOHddV IXIGOdd MOYCK ZHOM :014 Is U•DV2iVfl 66NRaVH-9092„ HHH-V Imaox Tuggo 000'iacto #sasrosa 90 lorl HICUMMID �soz av niasns x y 0 b .y SZEE000 :# dd wo3•d noi$u�isapq e•mmm 8LOb bLL-LOb :Xtld 8L09-bLL-LOb :Hd OSLZE IJ 'OOOMONOI DAIS NVDV38 OIVNOH 'N TbbT ZN LbTLT Sulyieags IleM iagnH Sul4ieayS •sivawaiinbai papuawwonai siainioelnuew iad Ileisul WaisA S diZ -sinu Suim yilm inq peaiyi Ile io mans papeay aq ueD •Suineds -xew 3/0 „ZT'aOueisip aSpa Z2f E6Z9Tld 3gbg bZ g31N laued (OS) / (Sb+) aiow io ueds uIW 'AauoseW a ai3uOD ul „Z/T Z / „b/E T N7 ivawpagwa wioiS aue3wnH g slaued aue3uinH wnwiuiw yiim @iewl@ued OD13 i0 Ia@is ssaluieis 0Z x „b/T -sinu Suim yilm inq peaiyi Ile io maws papeaq aq uea 'Suioeds -xew n/o „ZT '@3ue4slp @Spa Za E6Z9T13 3gt/g bZ g3W Iaued (ES) / (Lb+) ueds ,g ueyi ss@l „Z/T Z / „b/E T @ ivaW a wa 'ulW AauoseW aiainuo� ul P q WioiS auenuinH slaued aue:)uinH wnwlulw yiim @iewl@ued OD13 io lams ss@Iule1S OZ x „b/T T'T9TbZl3 SiilloS WiolueA W@gAld (T'9b-) / (LST+) 8'8E- VTE+ iilloS Iloi ayi to plat} @yi ul 'Yo „ZT p@u@isel smog pw@SSeis @aiyi pue sdel Ile le'n'o „g paneds 'speu jueys-Suu ielnuue „y, T 99neS EH-T'9TZSTl3 ozn looaouiya deimi@iul iu@wAeiiapun ZT pue sdeo-up iueisisai uolsoiion p@Aoidde ape(]-iweiA '@:)elins alSulys olm Suipm iou inq 'yiim ysnll si peay lieu ieyi os iySieiis slleu @Ali(] •inoinn ynea @Hoge „Z/T pue pu@ ynea Woil „ET pue „ T •xoidde 'asp@ iinq @yi @Aoge „8/T-g p@neld alSuiys OTH-T'900L13 aSpiigweD O>II 100H aad slleu b asn -spieoq oiui „b/E io poomAld g9noiyi @ieii@u@d of ggnoua Suol 'speay 'eip „8/E iseal le yiim 'aSneS ZT io TT 'slleu Sullooi (paieo:) quiz) paziuenleS asn �/0 „ZZ spua Woi} „g sioy�ue anaals PIN „b/E-Z x „8/E d/N 6d-9'9bS9T13 9M EL LxZ'9T Aedoln (zb-) / (9b+) (SE-) / (6Z+) ioo(] aSeieg @Igno(] •ivawpagw@ „b/T T 'xew „bT si SuiDeds :)/0 IenliiaAlo isaa •uo:)dei Wosueii yilm 4a9 gels coop ynea to awliaivao woiiog pue dol •woiioq d/N ZH-T'S86bT13 leis yiooWS nil-ewiayl (Lb) / (Lb+) (Lb-) / (9E+) loop alSuis anbedO pue do; Suivado }o i@iva:) to apis ynea „E pailnbai uo:)del •siaw03 iol n/o xew „g ioynue uo:)dei ai@inuon „b/T -ivawpagwa WW Z/T Z 'woiioq pue AIIe:)I}iaA 'doi @iaymasia pedwl uoN Eli-Z'bE9bT13 08Lb wag Aid (oS-) / (OS+) (Tb-) / (EE+) ioo(] sselg SulpIIS Z)/o xew „b/E OZ Pue siawoo Woil :)/o xew „g •a:)ueisip s@uas si@pllne asp@ wnwlulw „Z/T Z 'ioynue uo:)dei aianuo:) „b/T -sivawaiinbai papuawwonai siainpelnuew iad Ileisul 'apis g3ea AlleDlii@A uedspiw auo 'Alleiuoiuoy pailnbai woiioq pue do} suondei Ieuoliippe jq&3 •iu@wpagwa (PalInIN ea wef le � o 'si@wo� woi „b/T T 'P 4 � „9 q / „Z/T 8 } 13edwl uoN M-T'OOT9T13 OOST wag Aid wag Aid (SS-) / (oS+) (8b-) / (SE+) leiS@iul) mopulM HS 'xew „g •ioynue uondei aiainuo3 Mll „b/T i0 „9T/E :II adAl 'ivawpagwa „b/T T 'peay @ „OT `gwef le :)/o „bT'siauion woi}'xew „g iognue umeiiln OD13 „b/T io „9T/E :T adAl 'siu@wai mbai papuawwo:)ai siainiae}nuew i@d Ileisul -apis y:)e@ AIIeopJaA pailnbai @Weil i@mol le auo pue uedspiw suoodei leuoiiippe oml'iu@wp@gw@ „b/T T •peay „b/T OT `gwef ie a/o „b/T L `siauion woi}'xew „g •ioynue pedwl uoN 62i T'EOT9Tl3 OOST Wag Aid wag Aid (OS) / (OS+) (Sb) / (8E+) mopulM HS uo3de4 @i@inuo:) Mll „b/T io „9T/E :II adAl'ivawpagwa „b/T T 'Pe@y N7 „9T 'gwef le n/o „b/E TT 'si@uioD Woil'xeW „g ioynue uoneiiin OD13 „b/T io „9T/E :T adAl „b/T T aq of sioy:)ue Ile to ivawpagw@'uiA gwef pue peay @u *xew :)/o „ST r]n Suioeds i@u@ise3 •Suhlnnq of auiliaiva� wosueii to apis ynea „b'gwef @ @oueisip H/N LT'T9bOZl3 ieiS yiooWS nil-eWiayl {L9) / (L9+) (Lb) / (9£+) iaop Suims asp@ „tr'peay @ @nueislp aSpa „g mars ai@i:)uo:) „b/T ivaWy3eiiy to PoyiaW adAl sselg iagwnN IeAoiddV in npoid # IapolN iaini�e}nu)IN ainssaid uSls@(] paiea innpoid ainssaid uSisa(] Suiu@dO innof P d 3ue:)iiddV aweN saaunnp ;iAepij}V AAaiAab 13npoad uofsiAfa suoiTeln3ab 1S Suippg juaLulieda(3 sa:)iAaaS;uauadofanaa lS Suiuueld # 3ivaaad SuipiinS NOTE: — NOTE: IF ZIP SHEATHING SYSTEM IS APPROVED BUILDING WRAP P ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE SHALL BE LAPPED A MINIMUM OF INSTALLED, PLEASE SEE 4'x4' SELF -ADHERING MEMBRANE 6 6' • VERTICAL. LAPS (ROLL FLASHING (COMPATIBLE LW HOUSE MANUFACTURERS ENDS) 4 6' . HORIZONTAL LAPS. MANUFACTURERS s(. INSTALLATION PROCEDURES ALL SEAMS NEED TO BE TAPED LATH VERTICAL LAP TO BE P INSTALLATION PROCEDURES APPROVED D HOUSMATERIALE �P. WITH FORTIBER SHEATHING TAPE F ASHI TO EXTEND ONTO PI / \ I' OR LESS PIPE 6'x6' SELF -ADHERING MEMBRANE PENETRATION PREFORMED CONTROL JOINT i •'— �' � �" THICK„ 3 GOAT CEMENT � � FLASHING (COMPATIBLE W/ HOUSE FLANGE OF CONTROL JOINTS T '� ` ` PLASTER / \ SE FL WRApADFIERINCs MEMBRANE MATERIAL) OVER , BE WIRED TIED TO LATH • 9 WRB LAYER 12, FORTIFIEIER FLASHING OVER APPROVED O.C. MAX (VEl NOTE% DO BUILDING PAPER NOT FASTEN CONTROL JOINT TO / r MIN LAP a METAL LATH WALL EVEN IF STUD EXISTS HOUSE WRAP p ASHING TO EXTEND ONTO PIPE BEYOND EXCEPT STAPLES W/ APPROVED METAL LATH LEG MAY BE USED TO TEMP. FASTENED •1' (VERT-) O.G. MAX X X X I SECURE CONTROL JOINT AT SUPPORTS X X X OUT AND OVERLAID D OF DURING INSTALLATION WI5 LAYER w, �— SELF ADHE IRNG MEMBRANES METAL LATH FLASHING CUT AND OVERLAP ONE SIDE OF FASTENERS TO BE SPAS STUCCO WRAP I STEP *I STEP *2 SELF -ADHERING MEMBRANE s 1' O G. MAX VERTICALLY � FLASHING WOOD SHEATHUJG OR 1/16' ZIP SHEATHING WRB LAYER N, �' THICK, 3 COAT CEMENT I SYSTEM$tALLED PER ' STUCCO WRAPI PLASTER WRB LAYER 01,STUCCO WRAP MANIF - GSJ METAL LATH 6' MIN PAPER LAP BELOW ONLY / Ufiffi LAYER •2, FORTIPIBER WRB LAYER •2, FORTIPIBER „ ? WRB LAYER rl, FORTIP15ER I BUILDING PAPER METAL PAPER BUILDING PAPERWRIS LAYER 1 01, STUCCO WRAP 6'x6' SELF -ADHERING MEMBRANE FLASHING OVER 41x4' SELF-ADHERM MEMBRANE \ I INSTALL FASTENERS (CLIPS, FLASHING OVER APPROVED }' ro I WOOD SHEATHING GAi� MIN. LATH SHALL NOT INUOUS6' To a' e• To .' OR 1116' ZIP SHEATHING STRAPS, STAPLES) AS HOUSE WRAP. SYSTEr1 (INSTALLED PER THROBE UGH CONTROL MIN MIN. M SPECS) REP IRIREED TOOSFRAMING PLASHING TO EXTEND ONTO PIPE 4N4' SELF -ADHERING MEMBRANE JOINTS BUT SHALL >, r - �a < nv „fin : v y .P`^, FLASHING OVER APPROVED BE STOPPED AND TIED AT EACH SIDE. PROVIDE 2X4 BLOCKING I' MIN LATH HOUSE WRAP. PER ASTM C1063 PLACED FLAT MAX. 6' TO S' LAP, 4' OVER PLASHING TO EXr=Nn nNtn loleek 1.10.IsS FROM CONTROL JOINT WHEN ALL LAP N \ CONTROL JOINT FALLS ON 2 APER' LAP fib' coNT. BEAD or SEALANT \ % STRUCTURAL STUD SCALE: I I/2 .I 0 I. APLEFOR LATH TO BE NAILS OR INFILTRATION BARRIER OVER STAPLESS IN INSTALL APPROVED HOUSEWRAP AIR IN COMPLIANCE W/ ASTM G1063 SHEATHING 2. WIRE TIES TO BE (NO. 18) 0.04'TS' WIRE / ' 3. BLOCKING SNOWY MAY BE IN ADDITI \ TO WALL STUDS REQUIRED PER PLAN ELASTOMERIc COATING OVER STUCCO/ C.V. FINISH (SEE TYP WALL SECTION) p ? v SSt W r�wyug4w%{ a s ,. 0: S"': wV"•.dro 'r�?u'n VERTICAL LATH & PAPER DETAIL k \ / WOOD STUDS SECTION PER SECTION R703.7 I` Exterior lathing and plasterinq SHEATHING NOTE= .� Exterior use of Portland cement plaster OR 1/16' ZIP SHEATHING SYSTEM >f SIDE LAPS OP METAL (INSTALLED PER MANUK SPECS) "i shall comply with the application PLASTER BASES SHALL requirements of ASTM C 926-12A. BE SECURED TO BUILDING NOTE: "M" TYPE CONTROL JOINTIQAMINGRS MEMBE. PAPER bI-Ap' FIF ZIP SHEATHING SYSTEM IS Installation of exterior lathing and framing THEY SHALL BE TIED INSTALLED, PLEASE SEE shall comp) with ASTM C 1063-12A. BETWEEN SUPPORTS WITH 0.0418-IN. (121-MM) STUCCO f V LAP • LATH MANUFACTURERS WIRE AT INTERVALS NOT V LAP • PAPER INSTALLATION PROCEDURES MORE THAN 9' (221-MM). AS PER ASTM CI063 LFOLD INUI IW a A L III INWgRD . Pr. A 1A1 1 I FE FE N E T R,A T I ON DETAILgFOLD 2. �AM'PT. D ® KIC KO UT ® � PAIR OF TEARS HORIZONTAL LATH 3 N.�".S. DETAIL M Y B LAYERS, TEARS MAY BE PATCHED & PAPER DETAIL WAHOUSE WRAP TAPE PER MANUF. SPEC. OR p PEEL 4 STICK ® 1/16' ZIP SHEATHING SYSTEM (INSTALLED PER MANUR SPECS.) OR L FOW NUARD . O L FOLD MWARD . Pr. A WOOD SHEATHING OR CMU Pr. A 2. CRi . Pa. C WRB LAYER *I, 2. C40ASE • Pr. D ' "°E`6E """ ` STUCCO WRAP (FRAME ONLY) a caIINnaE • Pr, c 4. FOLD Pr. c OVER r>r. +" D TILL Pr C TOUQdE6 } ®OM PLANIGAM ® I•" THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT P I CEMENT PLASTER (CMU) LEGEND- LAPra METAL LATH (FRAME ONLY) WR3 4 TAPE OVER DRAINAGE PLANE (WRS sarram ROOFAwALL SCREED LAYER #1, STUCCO WRAP) NOTE: � � 22 IF ZIP SHEATHING SYSTEM IS erszt`ur' INSTALLED, PLEASE SEE J, THtm 3 COAT CEMENT z 5"X5" 'L' TYPE CONTINUOUS �1�� L A �? (1=0 .� 11=18 R PLASTER O%Q-24 Irr 2 COAT — — — — — — GALV. METAL FLASHING MANUFACTURERS CtMiWill L FLAOTIER 02,(atu' (NAIL t0 ROOF DECK, NOT INSTALLATION PROCEDURES = z ' 51,41LD INCH PAtPR) ISUILLDiWs LAYER OILY) SER'� WALL SHEATHING) stuC uiRRaPnteArECNLY, "' GAP SHINGLE - DO NOT NAIL, DISTAL LATH X X X X LAP LAYER, oP IWILPM w4Al, INSTALL WITH ROOF CEMENT ' OVER NAILMp PLANi'9E, OTOP 6H sSTUCCO OSRe ONLY) FRAME OR CM I e ` EXTMIOR 1111100PALIALL SCREW\ �I ROOF CEMENT ssWIFL,4e ROOF PER ELEVATIONS WOOD SHEATHING ° %— OR MAL)1/16' ZIP SHEATHING SYSTEM ttaa r w AeHreef DEra2.) ,; �' \ (INSTALLED PER MANUI=. SPECS.) NOTE: SELF-ADHESIVE FLASHING - - - - IF ZIP SHEATHING SYSTEM IS NOTE' INSTALLED, PLEASE SEE MANUFACTURERS 1 ITAL LATH: LAT�4 TO 5E PER SECTION ELT UNDERLAYI"Nwr INSTALLATION PROCEDURES — wArER Tll�lr eEAL coEND OR yp4 �, SOLDER DO Nor curl R-I03.11 / 45TM C-84l-O9, 1"IIN. 2.5 LBS, StIMGL6 ROOPM(i lM6 AT L KBOttOM OF RDOP 4 WALL KmRBECrl" PER SQ. "'rARD ( UT I L I T`I' OR NO!"w1 INAL DRIP EDGE. OVERLAP s• EIMEN4''I LATE 4 DOES NOT MEET SPECI1:ICATIONS) SHEATHMQ. MECHANICALLY FASCIA WRAP FAs�N 4• Or— MAX "Li" FLASHING- 5 N.T.S. 1441 N. RONALD REAGAN Ell LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F W h U 4 0 4 r4 4 BXMDIv. 8e LOT: CREEKSIDE LOT 36 PROJECTIIIIb 04321.000 036R1 MOnEU 4EHB "2605-HAYDEN" C4A ;L&GE SLING}: RIGHT PAGE: WALL ASSEMBLY DETAILS 60 MPH EXP. DATE: 05/23/18 SCALE: 1/4"=1'-0" SHEET WA1 File Copy IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS 'I101STALLATION PROCEDURES BACKER ROD BACKER ROD WR5 LAYER "I, STUCCO WRAP i 'X �i DRYER VENT WOOD CONSTUCTION e' A^ INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. VENT CAP IS TO BE IN BED TOP OF SEALANT AT D eAA . SEAL t IS TO BE AS DEFLECT F JOINTS. AROUND SEALANT ALL INTERSECTIONS LANT AT PERIMETER OF LE FRAME AND STUCCO ES, i'4' CAULKING ®JOINT PER SECTION R703.7 Exterior lathing and plastering Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 926-12A. Installation of exterior lathing and framing all comoly with ASTM C 1063-12A. HOODED t i' THICK, 3 COA PLASTER METAL LATH WRB LAYER 02, FC BUILDING PAPER WOOD SHEATHING (FRAME SI°ECSJ OR WRB LAYER M, STUCCO WRAP Ufa LAYER 02, PC BUILDING PAPER NG BEAD BAND 6' WIDE STRIP SELF ADHESIVE FLASHING:, CLEAN MASONRY BEFORE APPLYING STONE vENAR OVEIE SCRAtC.44 COAT W/STONE VENEER ( FRAME TO BLOCK) DRAINAGE PLANE (UJRB LATER 01, STUCCO WRAP) WR5 LATER 02 (FORTIFI5ER- 5UILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING OR 1116" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SELF—ADHESIVE FLASHING — — NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-09, MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH WALL I 6' SELF ADHESIVE — FLASHING (INSTALL PER MANUF. SPECS.) BUILDING PAPER — UNDER 'QUICK FLASH' F— �y STUCCO FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT* TOP 4 SIDES C IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES A ENT PENETRATION SCALE: N.T.S. ELEC. METEF VERIFY LC Hrct=,i � v 1��.•� I V �, STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION METER FIELD =Y LOCATION 1/16" ZIP SHEATHING (INSTALLED PER M,4 WOOD SHEATHI WR5 LA�ZRR OV Pi►3 -R 02, FORTIFIBER PAPER THICK, 3 COAT CEMENT ASTER TO Ye' ro' SELF N FLASHING WOOD FR WALL E E P HES I VE NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES Y STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM o� At e-t I�° ')R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES ;0 SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WR5 LAYER 01, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW CUT SUCH THA' NO MEMBRANE ENTERS BOX, APPLY TO FA( EDGE APPLY E-Z BEAI OVER (70 MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS 1/16' ZIP SHEATHING SYSTEM LINSTALLED PER MANUF. S.) OR ,/WOOD SHEATHING WRB LAYER "I, STUCCO WRAP FORTIFIBER tH CONS TION ISH a WOOD FASTEN TO WOOD STRUCTURAL MEMBER • 1' OTC. MAX as CMU 76' t0 K' MID -WALL WEEP SCREED ' WIDE STRIP SELF PpHESIVE FLASHING, CLEAN Ai}ONRY BEFORE APPLYING V FINISH • SONRY IZONTAL WEEP S (FRAME TO BLOCK) NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES WR5 LAYER 01, STUCCO WRAP CUT 'X' INTO SELF -ADHERING MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WR5 LAYER 5TEP #1 APPLY 60 MIN - GRADE 'D' FELT OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP 5T P #3 .0.0.ej/a .o.O.oXa E=]Y 5TE P #2 WR5 LAYER 01, STUCCO WRAP SELF -ADHERING MEMBRANE FLASHING �- WRB LAYER 02, FORTIFIBER BUILDING PAPER 5TP #4 ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP #5 STEP #/o OELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 U 144 It Na, w A 4 SUBDIV. de LOT: CREEKSIDE LOT 36 PItOJECT# 04321.000L 036R1 MODE 4EHB "2605-HAYDEN" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 60 MPH EXP. X-Z%JLr''' DATE: 05 23 18 SCALE: 1/4"=1'— 0" SHEET A2 F;le Copy WOOD SHEAT141NG WRB LAYER 01, STUCCO WRAP WOOD " WRB LAYER a'2, FORTIF ER CONSTRUCTION BUILDING PAPER -Y4' HAT CHANNEL in THICK, 3 COAT MENT W/eia' TYPE 'X' DRYWAL PLASTER 6' SAP. TOP WEEP SCREED TO SHrA%[Wx EHIND WEEP SCREED WOOD SHEATHING 1 , WRB LAYER %I, STUCCO WRAP THICK 3 COAT CEMENT PLASTER 6' SELF-ADHEREING AM66-11FILIC-180 CUSTOMNti � ' T„ ` FLASHING WRAPPED TOP OF WEEP SCREED TO SHEATHING BELOW WRB LAYER "I, STUCCO WRAP ' '� ' c i WRB LAYER #2, FORvr-m BUILDING PAPER 6' SELF-ADHEREING FLASHING WRAPPED WRB LAYER "I ,� • CORNER OF CANTILEVER STUCCO WRAP II 4' IN AMICO AM66-WRUC-1W �� `. 1 rr CUSTOM CASING BEAD ------- --- (SHOWN F CLARIFICATION OF NOTE: SEPARAT ACCESSORIES ONLY) IF ZIP SHEATH! SYSTEM 15 ASING BEAD INSTALLED, PLEA SEE D TL. ® CANT. MANUFACTURERS 10 A INSTALLATION PRO( URES SCALE: 1 I/2' • 1' -fd' NOTE: METAL LATH: LATH TO BE F'ER SECTION fR1031.1 / ASTM C-84l-09, MIN. 2.5 L85. PER SQ. YARD (UTILITY O1R NOMINAL LATH DOES NOT MEET SPEC11=ICATION5) TE: WOOD CONSTRUCTION IF SHEAtI -ING SY IS INSTA D, EASE NSTALLATI PROGE RES s{:�~ISAARRIERR �SIStIVG/ INST. MAN INST 3/4 RESILIENT HAT CHANNEL 5/8' TYPE 'X' DRYWAN W/TEXTURED t PAINTED FINISH a' THICK 3 GO C PLASTER IF 0 DRIP EDGE INSTALLATION Is 5/8' TYPE 'X" DRYWALL W/TEXTURED t PAINTED FINISH - in THICK, 3 COA ME PLASTER THICK, 3 COAT CEMENT PLASTER METAL LATH WW1U r JHATHINs T A114w Y61BY rwrarecw x ACRER (Z) Z1�+Ea SEPARATE rN OF ONLY) EXT. &)OD FRAMED \ WALL FINISH LAYER l2 LAYER 3' X 3" 26 GA. GA PRE-ENG'D 55 EL t STICK) METAL DRIP E SET IN FULL OF WEATHER RESIST( 6' EL t SEALANT, BARRIER SPACE F DRIP WEATHER RESISTIVE ED ODRIP FACE TO X BARRIER "2 J' THIC3 COAT CEMEN RIES DECK K ........................ PLASTER METAL LATH Y4 G FOR BACKER 00 RO 4SEALANT WOOD SHEATHING I NXI -Y4" P.T. SIMULATED i 'X\ A37 WOOD (TREX) LEK I Y A A CONTINUOUS ti i EXTERIOR GRADE DRY WALL - MINOM 0CANTILEVER DR EDGE LEGEND DRAINAGE PLANE (WRB LAYER 1*1, STUCCO WRAP) WRB LAYER *2 (FORTIF-IBER ...... BUILDING PAPER) METAL LATH x x x x STUCCO a a WOOD SHEATHING OR 1/16' ZIP SHEATHING SYSTEM ( INSTALLED PER MANUF. SPECS.) SELF—ADHE51VE 1=LASHING WOOD CONSTRUCITON '..� 1 (14 fl 'THICK, 3 COAT CEMENT PLASTER ,METAL LATH T/f8' ZIP'SFEA W% SYSTEM 4rAb1 LEGPFR.MANLF. ancs.) (SHOWN FOR SEPARATE WATER PROOFING I e WEATHER RESISTIVE LAYER (2 LAYER L t BARRIER 01 STICK) WRAPPED F WEATHER RESISTIVE BALCONY DECK TO BARRIER 02 CANTILEVER ` x'A' 6' PEEL t STICK •` DRIP EDGE TO DECK ` DECK MEMBRANE, SFLOOR® EMEND OVER DRIP EDGE 3' X 3" 26 GA. GALV. METAL DRIP EDGE -------------+--------'--F --------- _ SET IN FULL BED O I N XI % P.T. OR I AT SEALANT, Xe' MIN. WOOD (TREX) FI E SPACE FROM DRIP CONTINUOUS FACE TO TREX Y4' GAP FO A I ROD t SEAL W TER PROOFING let FINISH LAYER AYER LA R (2 LAYER PEEL t PEEL t STICK) STIC WRAPPED FROM 3/4 RESILIEN BAL Y DECK TO HAT CHANN TH CANTIL R VINYL ASI i" THICK, COAT CEMENT PLASTER METAL LAT TYPE '' DRYWALL WOOD , RE G W/tEXTU t PAINTED WEATAT HER RESIS VE FINISH BARRIER %I WEATHER RESIST( J' THIC , 3 COAT CEMENT BARRIER 02 PLAS R 4' POSITIVE DRAIN VIN CORNER 5EADWEEP SCREED NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11A EDGE INSTALLATION 2 x FRAMING MEMBER J' THICK, 3 COAT CEMENT PLASTER 2 1/2 ° CORNER BEAD FASTENED TO 5HEAT G I' O.C. MAX. N J N I .. WRAP OD SHEATHING METAL LATH WR5 YER 02, FORTIFI5ER 5UILD1 PAPER ORNER BEAD @) AME 21/211 CORNER BEAD (FASTENER t SPACING a _" O N N +IL) 1 1 4 R 1CORNER BEAD Wilk V THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY @) BLOCK /—COLUMN SHEATHING% J 'ER RESISTIVE BARRIER M /-- WEATHER RESISTIVE / BARRIER 02 ` 6' SAP. PEEL t STICK I Ya'x3' 'L' FLASHING j FULLY EMBEDDED IN I IN ROOF CEMENT I' X 3' 26 GA. GALV. METAL DRIP EDGE Ya' GAP FOR BACKER SET IN FULL BED OF ROD t SEALANT SEALANT, X' M SPACE F RI FACE TO T VINYL CASING BEAD \let WATER PROOF( LAYER (2 LAYER PEEL t STICK) .rawrFae Leo PEEL t ICK SU5 FL ® 7`� WOOD SHEATHING WRB DYER "I, — I ' 171.I!h R SIMULA (T X) FILLER S Ya' FOR SEALANT OPT ACKER ROD. — M IFIED w /4 RESILIENT HAT CHANNEL WEATHER RESISTIVE BARRIER "1 WEATHER RESISTIVE BARRIER "2 EXTERIOR COLUMN COLUMN SHEATHING 6' SAP. -1)6'x3' 'L' FLASHING 'FULLY EMBEDDED IN ROOF CEMENT I ' X 3' 26 GA. GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT,,4' MIN. SPACE FROM DRIP FACE TO TREX VINYL CASIN_s BEAD WATER PROOFING lot LAYER (2 LAYER PEEL t STICK) WRAPPED FROM BALCONY DECK TO ANTILEVER i' ICK, 3 COAT CEMENT PL TER J/5/8" TYPE 'X' DRYWALL\ METAL ATH /I W/TEXTURED t PAINTED FINISH WOOD 5 ATHING i' THICK, 3 COAT CEMENT 4" TI I PLASTER A SCREEV IN FIELD VINYL CORNER BEAD (SHOWN FOR CLARIFI LION OF VINYL CASING BEAD SEPARATE ACCESSOR S ONLY BALCONY DRIP 11C EDGE INSTALLATION ® COLUMN W "L" FLASHING SCALE: NTS IF ZIP SHEATHING SYSTEM INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCE R WOOD SHEATHIN WRB LAYER FORTIP15ER BUILDING PA R, ; WRB LAYER METAL LATH STUCCO W AP ' THICK, 3 COAT CEM T WRB L ER 02, FORTIFIBER PLASTER 0BUILD G PAPER &'SELF -ADHERING% E AL LATH FLASHING (EX THICK, 3 COAT CEMENT I F PLASTER C�Y) DRIP GAP WINDOW FLANGE a; WRB L YE STUCC �JiiQP W FORTIF15ER = BUIL APER META LATH �i ' HICK, 3 COAT CEMENT ! ; ASTER ; 6'5ELF-ADHERING FLASHING DRIP CAP WINDOW FLANGE 1 CASING BEAD ® WINDOW FRAME. NO BAND) 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 go 04 stmDrv. CREEKSIDE LOT 36 PROJECT# 04321.000 036R1 MODEr:. 4EHB "2605—HAYDEN" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 11-In MPH EXP. C DATE: 05/23/18 SCAI..E: 1/4"=1'-0" SHEET File Copy WOOOL SHEATHING WRB LAY "I, STUCCO W WR5 LAYER 02, F TIFIBE BUILDING PAPER METAL LATH THICK, 3 COAT CEMENT PLASTER 6'SELF-ADHERING FLASHING VINYL ANCsLED CASING BWAD DRIP CAP WINDOW FLANGE CASI 15C SHEATHING METAL VI NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES WOOD SHEATHI WRB LAYERen STUCCO W P /TAL R *2, FORTIFIBER APER H COAT CEMENT PLASTER LAY 'M, S V I Y AN IN A 1 LAY(=R 02, FORTIF ER BUILDING PAPER METAL LATH ' THICK, 3 COAT CEMENT +• PLASTER 6'SELF-ADHERING FLASHING 11 1 1 DRIP CAS 1 1 WINDOW FLANGE — NG BEAD WINDOW FRAME, W/BAND) WRB LAYER #1, STUCCO WRAP WRB LAYER 02, FORTIFI BUILDING PAPER B THICK, 3 COAT CEMENT PLASTER VINYL ANGLED CASING BEAD VINYL CASING BEAD 1 1 1 / 1 1 1' '1 1 1 1 1 1 1 1 NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES I, pho leo ,, 'i pi (EXPLODE VIEW FOR CLARITY) WOOD Y4' GAP TYP CASING BEAD TO TRIM IX TRI MBER m STUCCO SIDING TRAN ION SIDING r WRB LAYER MI, STUCCO WRAP O i' THICK, 3 COAT C Nt PLASTER METAL LATH L ER 02, FORTIFIESER I ING PAPER 'WOOD SHEATHING 11MRI3 LAYER "I, STUCCO WRAP FLASHING PEEL 4 STICK SIDING TO S TUC O CASING BEAD (CROSS SECTION) WOCXD CONSTRIZTIONBEYONCI v— WOOD SHEATHING WEATHER RESISTIVE BARRIER '1 r THER RESISTIVE BA ER 02 / ' LAP SIDING 16' -t 6' SELF -AD ING / FLASHING 6 \ STARTER STRIP DO NOT CAULK OR I SEAL OPENING I 6' SELF -ADHERING FLASHING WEATHER RESISTIVE BAWIER 01 WEATHER RESISTIVE S uIER °2 iy 6' SELF -ADHERING lam/ FLASHING GALV'D METAL 'Z' FLASHING DO NOT CAULK OR ' Lei nweumir 6' SIMULATED TRIM MEMBER NOTE: METAL LATH: LATH TO BE PER SECTION / ASTM C-841-0% MIN. 2.5 LBS. ATE 1NG PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) LA1'ER #I, BEY STUCCO WRAP WEATHER THSW11TGs IVE BARRIER M HEATHER RESIST( —� BARRIER "2 WRB LAYER #2, FORTIFIBER IWGXPVE.4LP$(DING BUILDING PAPER 6' $ELF -ADHERING FLASHING METAL LAT1-4 STARTER STRIP Kim — 8" T�-IICK, 3 COAT CEMENT � L TER "zLASHINGT� LgAW SIMULATED--'-� TRIM MEMBER / CASING BEAD � RAISED 1 BAND (FRAME) SCALE: 1 1/2"= V-0 SEALANT WINDOW 2X FRAMING MEMBER 6' r HER RESISTIVE 'MIKIER�VE TM To OP I , OF W FLASHING / I � U,EATHER RESISTIVE BARRIER M \ / BARRIER RESISTIVE / GALV'D METAL I ` 7' FLASHING / r DO NOT CAULK OR K _n�_NINr. WEATHER RESISTIVE BARRIER 11I TO LAP 6' MM. ABOVE TOP FLASHING " ? I Y' X 6' SIMULATED (W/%- FLEXIBLE PVG / W�OD TRIM MEMBER SACKER ROD) \ / 'SELF -ADHERING 6' RING I + } ING /FW61 FL\ \1 'ER �\ WEISTIVE (B WEIST BIDING TO STUCCO FRAME TO FRAME TRANSITION O.SAL EAP � HULKING R D SEALANT RESISTIVE n ' THICK, 3 COAT CEMENT PLASTER METAL LATH ° 8 FF/ ........ E-Z BEAD VINYL CA' / (W/3/8 FLEXIBLE PVC WRB LAY 02, FORTIFIBER 5UILDINiO PAPER ROD) WRB LAYER "I, VUCCO WRAP, WRAPPED AR ND FRAMING MEMBER 6" L A HESIVE FLASHING EATHING T FLOW EXPLODED R CLARITY TYP THICK, 3 COAT CEMENT Cs BEAD PLASTER SEALANT WINDOW METAL LATH WRB LAYER 02, FORTIFIBER UILDIN isPAPER WINDOW FRAME �— D SHEATHINGS WRB LAYER Oil STUCCO WRAP \\ ::: 6' WIDE PEEL 4 STIC OVER FLANGE )OW FLANGE E-7 FSEAr-) VINYL CASING 2X FRAMING (W/No" FLEXIBLE PVC BAC MEMBER *APPLY FULL BED OF SEALANT B FLANGE 4 BUILDING WRAP BUILDING WRAP um ROD) EZ BEAD WINDOW CASINGI 10■� DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER02 (FORTIFIBER — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING OR 1/16' ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SELF-ADHESIVE FLASHING — 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 w 0 4 F 4 SVHDIV. & LAT: CREEKSIDE LOT 36 PROJECT# 04321.000 036R1 MODEL. 4EHB "2605—HAYDEN" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 60 MPH EXP. PRINT 05 23 18 DATE: SCALE: 1/4"=11— 0" SHEET File Coi�� CUT HOUSEWR AT 450 ANGLE MODIFIED 11, CUT IN HOUSEWRAP LINE OF I OPENING APPROVED HOUSEWRAP OVER SHEATHING OVER UID STUD WALL STEP 1 INSTALL b' SELF -ADHERING FLASHING OVER NAILING FLANGE AT JAMBS EXTEND FLASHING MIN P BELOW SILL FLEXIELE FLASHING DO NOT SEAL BOTTOM FIN STEP 6 NOT IF Z ff= SHEATH INS &*r5T 1 l 15 INSTALLED, f=LEA5E SEE I*'"01ANL�FACTL�fREfR5 IN5TALLATION FfROCEDUf;�E5 APPLY ;W-A ANE FLASHING OVER JOINT 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F pq V W may.. O y q F 4 SVHDIV. �C LOT: CREEKSIDE LOT 36 PROJECT# 04321.000 036R1 MODEL: 4EHB "2605—HAYDEN" GARAGE 9TrMG: RIGHT PAGE: WALL ASSEMBL DETAILS: WINDOW FLASHING 60 MPH EXP. D TE 05/23/18 sCAZE: 1/4"=1'-0" H SEET File Copy 2xro SU5-5ANb W/I "x4" NOTCH s END, WRAPPED IN PEEL E STICK DRIP EDGE 1/6" TEXTURED FINISH a WOOD 1/2" TEXTURED FINISH m CMU I\ I\ I\ I\ I \ I \ METAL FASCIA \ WRAP Ys' FROM \ STUCCO, I' FROM \\ WOOD WALL \ EXTERIOR WALL \ \ (FRAME OR CMU) \ NOTE: NOTCH FOR 2Xro SUE BAND ONLY � ELEV,4TION METAL FASCIA WRAP 2X6 SUB BAND J = m G�PLAN B —ROOF KICK OUT REMOVED \\ FOR CLARITY �,—ROOF DECK (5EYOND) - � \ `\ DRIP EDGE, 1" OFF WALL (NOT INTO STUCCO) �-- 11/8" TEXTURED FINISH im WOOD, 1/2" TEXTURED FINISH a CMU '-, 2xro SUB -SAND W/1'x4" NOTCH 6 END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP 1" OFF WOOD WALL. SUE BAND 2" OFF WOOD WALL 1/8' TEXTURED FINISH a WOOD, 4' TEXTURED FINISH + CMU METAL LATH WOOD SHEATHING OR CMu WRB LAYER M, STUCCO WRAP (FRAME ONLY) WRB LAYER 02, FORTIFIBER SUILDM PAPER (FRAME ONLY) ROOFIWs CEMENT DRIP EDG;= METAL KICK OUT NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES PRE-ENG'D TRUSS TO BE CUT a WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2 "x4"x4' -0" SCA55ED TO TRUSS W/12d NAILS roll—Be O.C. MAX. 2x SUB -BAND W/1�'x4" NOTCH a END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL C9) WALL SUB BAND DETAIL ® WALL W f KIC K— OUT FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY, FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4" ,450VE 50TTOM OF DRIP EDGE 2x SU5-BAND W/V2'x4" NOTCH a END, WRAPPED IN PEEL E STICK ROOF CEMENT tv ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY, FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. 4" A50VE 50TTOM OF DRIP EDGE 2x SUB -SAND W/Wx4" NOTCH m END, WRAPPED IN PEEL 4 STICK ROOF CEMENT m ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F NA La a w 0 y a F a Svsaxv a� LAT: CREEKSIDE LOT 36 F'ROJECT4 04321.000 036RI MODELe 4EHB "2605—HAYDEN" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS: SUB —BAND 60 MPH EXP. AFKaHFECP DATE 05/23/18 SCALE: 1/4"=1'-0" SHEET WA6 File Copy 0 iA �i ME .u, `-7 '-loll 10'-0" 1'-4 T-4" LL lL I FM-12X16 14 N 4" CONC. w � N `7 SLAB O w 1L I� Jd U).- i N r i mil 28'-2" 39'-8" TOP 27'-10" P! w 10'-0" 11'-8" 1 1 15'-4" 20'-5" � FQ lz O ii4 I U) 11J Q IIu) J x oil@ r y iiw °iiw � 11 9,-3„ i #3 TRANSFER STEEL @ 24" O.C. MAX 0'-0" FIN. ELEV. Ico FIN. CONC. SLAB Ig 4 EXTEND LL 2.1 SLAB 1 1/2" L — FM-1606— — — — 7,_6„ co F o cx w p I 4" CONC. CL SLAB L — FM-12x16 — fY 18'-0" Mi 0 m TOPP OF SLAB T-5" r I --L_ CW-12x12 — r� I I L I �— — — T_�i EXTEI F-2124 SLABi1 l /2" — — ` CVVC-1 — — �= UP TO 2ND FLOOR (FIELD VERIFY EXACT LOCATION) 1.1 I9,-0" 2'-8" 74w—1 N w O J U) 0 N 16-0" 4 4" PVC CHASE (o co �I n 11'-loll UP TO 2ND FLOOR (FIELD VERIFY EXACT LOCATION) 8 1.1 A N - N F7 L _J 5 1.1 3,_0„ 9'-4" 1 / — FM-16x16 — Win FOUNDATION PLAN SCALE: 1/4" = V-0" 4 2 r /2'-10" I I 3 C9 FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +-0'-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-0'-0", SEE SURVEY PLOT FOR NGVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.0INDICATED #5 BAR, DINDICATES #6 BAR,W NDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 900 HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #6 =36'), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I. 530-13/ASCE 5-13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I.530-13/ASCE 5-13, USING: Pm = 1,500 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER 3 OF SLAB SUPPORTED 3'-0" O/C MAX. SEE PLAN FOR VVWM SIZE. INSPECTOR NOTE' 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 6th EDITION SLAB SCHEDULE SLAB THICKNESS REINF. REMARKS 6x6 W1.4xW1.4 OVER GENERAL 3 1/2" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION, WITH 30" LEG EACH WAY MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FM-12x16 12" CONTINUOUS 16" (2) #5's (+)0'-0" FM-16x16 16" CONTINUOUS 16" (2) #5's FM-20x16 20" CONTINUOUS 16" (2) #5's (+)0"-0" FMC-16x16 16" CONTINUOUS 16" (2) #5's #5 IN CURB VARIES CW-12x12 1 12" SEE PLAN 12" (2) #5's (+)0"-0" CWC-12x12 12" SEE PLAN 12" (2) #5's #5 IN CURB VARIES F-2424 24" 24" 12" (2) #5's (2) #5's (+)0" o" 1441 N. RONALD REAGAN Bl LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 h r7 04 W 0 in A F r SUDDIV. alp LOT: CREEKSIDE LOT 36 PROJECT# 04321.000 036R1 MODEL 4EHB 12605—HAYDEN" GARAGE S OYING RIGHT PAGE: FOUNDATION PLAN 60 MPH EXP. ARCHTECT' STATE OF FLORIDA AR NO 93723 J a TE 05/23/18 SCA'M: 1/4$$= f - 0" L SHEET SI File Copy EXT. PORCH SLAB W/ 1/2" ISOLATION JOINT (WHERE APPLICABLE) g (V STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 8" CMU WALL I/�F ° SEE SLAB SCHEDULE 4" CHAMFER (1-STORY) 6" CHAMFER (2-STORY) • a • SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36" EXTERIOR MONO -FOOTING SCALE: 3/4"=1'-0" ° co a. a V-4" BOLLARD LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. LAP TO OCCUR OVER STUD 2x4 OR 2x6 WOOD BEARING — WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE 3 1/2" DIAMETER CONC. FILLED STEEL PIPE 6x6 METAL PLATE BASE W/ 1/2"x6" ANCHC)R BOLTS SCALL: 614"=1 -U VERIFY HEIGHT OF WALL W/ PLAN PROVIDE BLOCKING SECURE BT. PLATE TO SLAB W/10d MASONRY NAIL 16" O!C STAGGERED. SCHEDULE Z O0- mw V J O� 0 M EXT. PORCH SLAB W/ 1/2" ISOLATION JOINT (WHERE APPLICABLE) Z_ fV cM 4 a STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 8" CMU WALL w 4 L-SEE SLAB SCHEDULE i yr �a 4" CHAMFER (1-STORY) , 6" CHAMFER (2-STORY) • ° •--SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY \EXTERIOR MONO -FOOTING SCALE: @ GARAGE NEW REINF. BAR O IL SECURED W/ 2- PART IL J EPDXY. MIN. EMBED Q 8", LINO Q p FOLLOW ALL MANF. T_ C SPECIFICATIONS FOR m USE AND I I F oo PREPARATION OF C7 �r HOLE. W� J b tiQ} 4" CHAMFER (I-STORY) 6" CHAMFER (2-STORY) ADDING BAR TO MONOLITHIC FOUNDATION 6UALL: 3/4"=1'-U STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 8" CMU w� EE SLAB SCHEDULE ISOLATED" COLUMN PAD CENTERED UNDER WALL AND POURED MONOLITHICALLY WITH '1OUNDATION AND SLAB SEE SCHEDULE OR WxD, BAR ZE FOR WxD, BAR SIZE AND BAR QUANT AND BAR QUANTITY C INED EXTERIO MONO - INTERIOR FOUNDATION WOOD WALL F TING AND COL. PA SCALE:3/4"=1'-0" (NO UPLIFT) 10 SCAL . /4"=1'-0 30" MIN. EACH WAY FOOTING v �l , Fr ° v ° PFlP v p �I p D b I v � FM , SAME SIZE AS BAR CORNER R AERAL CHANGES IN DIRECTIONS IN FOUNDATION WITH 30" LEG EACH SO THAT THE STEEL REINF. IS CONTINUOUS ° o I MATCH AMOUNT OF CONTINUOUS BARS v pl p ° v I CONTINUOUS STEEL MONOLITHIC 6 FOOTING REINFORCEMENT SEE SCHEDULE N WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), LINO MONOLITHIC FOUNDATION CORNER BARS DETAIL LAP TOP PLATE A MIN. OF 48" ND NAIL W/ 16d COMMON LS, 2-ROWS, 4" O/C BTM. LA O OCCUR OVER STUD 2x4 OR 2x OOD BEARING - WALL Wl SY No 2 STUDS SE LANS FOR SPACING. SINGLE M.PLATE TO BE PT. PROVIDE TOP PLATE USP SPTH4 OR SPTH6 BTM AND TOP PLATE ANCHORS W/ 10d x 1 1/2" COMMON NAILS FILL ALL HOLES, DO NOT USE 10dx3" SCALE: 3/4"=1'-0" VERIFY HEIGHT OF WALL W/ PLAN PROVIDE BLOCKIP �TE TO SLAB W/ E ANCHOR W/ 2" IN HIGH STRENGTH EMBED. MIN. @ 16" OC EE SLAB SCHEDULE F SLAB r4 a E�•°Q aa aE•Q- a ,-- SEE S EDULE FOR WxD, SIZE AND BAR QUITY %TERIOR CURB FOUNDATION WOOD SCALE: (W/ UPL I 'OURED LINTEL CONT. (TYP.) 3" CMU FILLED CELL (TYP.) 2X WALL FRAMING /2" DIA. USP 7250SD BOLTS 5" MINIMUM EMBEDMENT INTO )ROUTED CELL, 4" FROM ENDS AND 16" O.C. VERTICALLY MAX INTERIOR FRAME BRIG WALL TO BLOCK WALL CONNECTION SCALE: 3/4"=1'-0" m u' Q -..I J D U)O w `u w = U)O RECESS AROUND GARAGE DOOR OPENING LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. LAP TO OCCUR OVER STUD 2x4 OR 2x6 WOOD BEARING - WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SCALE: 3/4"=V-0" VERIFY HEIGHT OF WALL W/ PLAN PROVIDE BLOCKING SECURE BT. PLATE TO SLAB W/10d MASONRY NAIL 16" O/C STAGGERED. E SLAB SCHEDULE yr yr ou-.0 a 4 aa $ a ° • A EQ. EQ. EE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY L INTERIOR CURB FOUNDATION WOOD WALL $ SCALE:3/4"=V-a' (NO UPLIFT) FOR N RY SET EV: 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F N tno A4 4 6 tj W q E SUBDIV. 1!e LOT: CREEKSIDE LOT 36 PROJECT# 04321.000 036R1 MODEL: 4EHB "2605—HAYDEN" GARAGE STrMG: RIGHT PANE: DETAILS 60 MPH EXP. C DATE: DATE: 05 23 18 SCALE: 1/4"=1'-0" IMET SS1.lA File COPY STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND Z SPACING REQUIREMENTS STEEL REINFORCING IN GROUTED MIN. 10" 1 EAD W/+1" NOSE CELL SEE PLAN FOR SIZE AND Q z SPACING REQUIREMENTS p 8" CMU WALL PAVERS #4 REBAR ( ) C° U 4 d 8" CMU WALL TOP OF SLAB °— ° +- 0'-0" TOP OF SLAB Lli SEE SLAB SCHEDULE [if m U z J 1/2" RADIUS OR O o of ¢ ° J � O SEE SLAB SCHEDULE i r T Vi ° CHAMFER °=AND wO ° -\ +60 ?r r r w v X TOP OF SLAB SEE SCHEDULE FOR WxD, BAR SIZE w z w AND BAR QUANTITY ; O EE SCHEDULE w C0DULE FOR WxD, BAR SIZE AR SIZE AND BAR QUANTITY ANTITY FOOTING IOR STAIR D IL INTERIOR CURB FOUNDATION CMU WALL INTERIOR FOUNDATION CMU WALL OTRENCH 2 3 4 AT ALL PAVER AREAS SCALE 1/2"=1'-0' ALE:1/2"=1'-0" SCALE:3/4"=1'-0" SCALE:3/4"=1'-0" AP TOP PLATE A MIN. OF 48" NAIL W/ 16d COMMON VERIFY HEIGHT NAIL 2-ROWS, 4" O/C BTM. OF WALL W/ PLAN LAP TO CCUR OVER STUD 2x4 OR 2x6 W D BEARING PROVIDE BLOCKING WALL W/ SYP No TUDS SEE PLANS FOR SPACIN SINGLE U BT P E TO SLAB W/ BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLAT 1/ "x9" EANCHOR W/ 2" A ET IN HIGH STRENGTH E 5-1/2" EMBED. MIN. @ 16" USP SPTH4 OR SPTH6 BTM O AX. AND TOP PLATE ANCHORS W/ 10d x 1 1/2" COMMON NAILS FILL ALL HOLES, DO NOT USE 10d x 3" SEE SLAB SCHEDULE TOP OF SLAB a 4 ° a ° —SEE S EDULE KFfOR WxD, SIZE ND BAR QUA TY INTERIOR FOUNDATION WOOD WAL 5 SCALE:3/4"=V-0" (W/ UPLIFT) 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 r7 04 v N 4 W A E Cv susDiv. a� LOT: CREEKSIDE LOT 36 PROJECT#E 04321.000 036R1 MODEU 4EHB "2605—HAYDEN" GARAGE SV#MCF: RIGHT PAGE: DETAILS 160 MPH EXP. JC 05/23/18 99CAr-1r: 1/4"=1'-0" 1 1=)ri:4:4% S1.1B File Copy L 24'-4" 12'-0" 6-0" 2'_4" I, 28'-2" 29'_4" 36'-2" 37'-6" ef b in o 0 fV N 00 N ❑ ❑ o 0 M o N 0 0 N 00 17'-6" 13'-4" � v N 0 FEE== 00 3, Y 10'-0" 0 12'-4" FIRST FLOOR DOWEL PLAN SCALE: 1/4" = 1'-0" 1441 N. RONALD REAGAN B1 LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 4M y U W O W 4 h sVHDiV. 8e LOT: CREEKSIDE LOT 36 PROJECT# 04321.000 036R1 MODEL: 4EHB "2605—HAYDEN" GARAGE s74iNC: RIGHT PAGE: FIRST FLOOR DOWEL PLAN 60 MPH EXP. C NT DATE: 05/23/18 SCALE: 1/4"=1'-0" 8IiEET L � S-3 1.2 File Clupy TIE VERTICAL REBAR TO HORIZATIONAL REBAR W/ 10" HOOK GROUTED BOND BEAM VARIES PER ELEV. TIE VERTICAL REBAR TO HORIZONTAL a —1 —r a ° REBAR W/ 10" HOOK z a a a ° a a GROUTED BOND BEAM VARIES PER ELEV. I ° 7 a 4 a fV ° _ a 14 d Q Q QJQ 0 ° O a a o Q' #5 BARS ro ° a m a co 4 � oD a 10" HOOK O IQ.I II I a a q a ad ° a a a ° °J m Cl I 11 11 a n°�_. _ p CLEAN OUT REQUIRED —tea " a_ t ao a s a a e ° a Z N Q FOR INSPECTION ° a m m a 'o a ° • • 0 I a a a � a 1 i_On lco M 0'-0" FIN. FLR. m 00 a a TIE ERTICAL REBAR TO HORIZONTAL a ° REBAR W/ 10" HOOK JI co El I a ° ° ZLU �O ch U DIMENSIONSCMU UNIT ° ARE NOMINAL SIZES OFFSET METHOD CONTINUOUS METHOD HORIZONTALNERTICAL HORIZONTALNERTICAL REINFORCING 2 REINFORCING • MASONRY SYMBOLS 3 SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 42" BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 1 42" 1441 N. RONALD REAGAN Bl LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F y V -. 0 4 Caw MVHDI•V. L CREEKSIDE LOT 36A OJECT# 4321.000 036R1 DEL4EHB 605-HAYDEN11 " ILAGE 91YMG: RIGHT AGE: DETAILS 460 MPH EXP. C ARCHITECT STATE OF FLORIDA l,t 05/23/18 SCALD: 1/4"=1'-0" S1.2A File Copy FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP DTC W/ (13) 10d x 1 1/2" HDG NAILS. SMALL JACKS < 9' MAY BE NAILED W/ (10)d x 1 1/2" HDG NAILS, CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM U-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK SIZE & REMARK DESCRIPTION (2) 2X8 BEAM SCHEDULE ZNZM INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O. L. = BOTTOM OF LINTEL / T.O.A. = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION fc (P51) SIZE W'xH' REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BBI MASONRY 3000 8x16 — (1) #5 (1) #5 N/A — GROUTED SOLID BB2 MASONRY 3000 8x8 — (1) #5 — NIA — GROUTED SOLID "CAST-CRETE" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS LINEAR eF24-0B 1 SAFE LATERAL 8" PRECAST & PRESTRESSED LOADS FOR U-LINTELS 1 1 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS CAfI� SAFE LOAD - POUNDS PER FOOT C INS SAFE LOAD PF rn �/�'�T�%' SAFE LOAD - POUNDS PER LINEAR FOOT NI7E LENGTH SUS BFB-OB SF12-OB BF76-OB BF20-OB BF28-0B BF32-OB TYPE LENGTH 8U8 8F8 RCMU TYPE LENGTH BF8-1T 8F12-.iT BF16-1T BF20-iT BF24-1T BF28-1T BF32-iT 8F8-1B BF12-16 8F76-iB 8F20-18 8F74-1B 8F28-18 BF32-1B 8F8-2T 8F12.2T 8F16-2T 8F20-2T 8F24-2T BF28-2T 8F32-2T 3'-6" (42') PRECAST 2231 3069 3719 5163 6607 0054 9502 10951 3'-6" (42') PRECAST 025 024 598 3-6" (42') PRECAST 1569 2655 3524 4394 5263 6132 7001 3069 4605 6113 7547 8974 10394 11809 1569 2655 3524 4394 5263 6132 7001 4'-0" (48') PRECAST 1966 2561 2751 3820 4890 5961 7034 8107 4'-0" (48') PRECAST 765 763 309 4'-0" (48') PRECAST 1363 2305 3060 3615 4570 5325 6079 2693 4605 6113 7547 8574 10394 11609 1363 2305 3060 3815 4570 5325 6679 4'-6" (54') PRECAST 15gg 1969 2110 2931 3753 076 5400 6224 4'-6" (54') PRECAST 592 591 073 4'-6" (54') PRECAST 1207 2040 2707 3375 4043 4711 5379 2189 4375 6113 7547 m 8572 10294 11605 1207 2040 2707 3375 4043 4711 5379 5-4' (64') PRECAST 1217 1349 1436 1999 2560 0123 3686 4249 54" (64") PRECAST 411 411 745 5'-4" (64") PRECAST 1016 171 ❑ 2276(4) 2836 3399 3961 4522 1683 3090 1 5365 7547 cis 7342(,;, 6733(,y), 10127(,y) 1016 tlifi 2276 2838 3399 3961 1 4522 5-10" (70') PRECAST 1062 1105 1173 1631 2090 2549 3009 3470 5-10" (70') PRECAST 340 339 616 6-10" (70') PRECAST 909 1567ie) 206 ,3 2593 31070) 3620 4 4133 3) 1451 2622 4360 7166(4s BP361y 7161ns, 8328,E 929 1567 2080 2593 3107 3620 4133 6-6" (78") PRECAST 908 1238 2177 3480 3031 9707 4383 5061 6-6" (78") PRECAST 507 721 490 6'-6" (78") PRECAST 835 13 140726 188 21 2329,= 279016 325114) 3712(12) 1238 2177 34BO 6381 060 103M ,; 8825py 835 1407 1868 2329 2790 3251 3712 T-6" (90') PRECAST 743 toll 1729 2632 2295 2698 3191 3685 T-6" (90") PRECAST 424 534 363 T-6" (90") PRECAST 727p) 1065i6) 162461) 2025(23) 2426a3, 2827(2s) 3228(24) loll 1729 2661 3898 5581 8467(4c 6472,15, 727 1224 1624 2025 2426 2827 3228 9'-4" (112") PRECAST 554 699 1160 1625 2564 M86 2818 3302 94' (112") PRECAST 326 512 230 9-4- (112') PRECAST 591 700 1136234) 1474,) 1815(34 2157,34) 2500 34) 752 1245 1843 2564 M 6 4705p� 6390(4n 591 862 1318 1643 1969 2294 2619 10'-6" (126") PRECAST 475 535 890 1247 2093 1777 2163 2536 10'-6" (126") PRECAST 284 401 180 10'-6" (126) PRECAST 530 575 121 916, 118833 146113 173633 zott 643 1052 1533 2093 2181 3643,E 4754.45, 530 691 1180,e) 1472 1763 2055 2346 1V-4" (136") PRECAST 362 582 945 1366 1846 2423 3127 4006 11'4" (136") PRECAST 260 452 154 11'4" (136) PRECAST 474 !2 23 80032 103732 1274(32) 151332 1753(32) 582 945 1366 1646 2423 3127 4006 494 607 1042y1o) 1372(11) 1643 1915101 2187 ) 12'-0" (144") PRECAST 337 540 873 1254 1684 2193 2805 3552 12--0" (144") PRECAST 244 402 137 12-0" (144') PRECAST 470 3) 45Bxi 724(31) 938 2) 115332) 136932) 1585)32 540 873 1254 1684 2193 2805 3552 470 550 940(10) I 13021s) 1560(13) 1818(11) 207510) 13-4" (160") PRECAST 298 471 75.5 1075 1428 1838 2316 2883 13-4.1 (160") PRECAST 217 324 110 13'-4" (160') PRECAST 418 15) 386 (22 607 (3o) 785 (30) 964 30 1143(31) 1323 31 471 755 1075 1428 1038 2316 2883 428 460 780 y 1159 , 1418(2o) 165�19) 1887 17 14'-0" (168') PRECAST 279 424 706 1002 1326 1697 2127 2630 14'-0" (168") PRECAST 205 293 100 14'-0" (168') PRECAST 384 ,e 358 p 1) 560 23 724 0 689 30 1054 30 1220 30 4az 796 moz 326 1s97 2127 2630 410 425 717 (9) 1063R,) 135823) 1582p) 1607(2,) 14'-8" (176') PRESTRESSED N.R. NR NR NR NR NR NR NR 14'-8" (176") PRESTRESSED N.R. 284 91 14'-8" (176') PRESTRESSED 239 334,;,, 520 zy 672 Q% 825 n, 978 ae) 1131(,) 458 783 1370 1902 2245 2517 2712 246 395 663 9B0(2o) 1303M 15182s 1734p 16 4" (184') PRESTRESSED N.R. NR NR NR NR MR NR NR 15'4" (184") PRESTRESSED N.R. 259 83 15'-4" (184') PRESTRESSED 224 313 481 p) 627 (2y) 769 p 911 2s 1054 y) 412 710 1250 1733 2058 2320 2513 230 368 616 p 908 (20) 1240M) 1460(21) 1668V6) 1T-4" 208' PRESTRESSED ( ) N.R. NR NR NR NR NR NR NR MR NR NR NR (208" PRESTRESSED 174" ) N.R. 194 64 17'-4" 208' PRESTRESSED ( ) 167 283 ne 405 (26) 521 (27) 638 (z7) 756 (z7 873 (22) 32sFM 849 2NR 187 309 506 740 19 1005 z 1271 31 1473 31 19'-4" (232") PRESTRESSED N.R. NR NR NR NRR NR NR 19'-4" (232") PRESTRESSED N.R. 48 52 19'-4" (232") PRESTRESSED 16z zza „ 346 447 547 3 647 a 747 u 235 420 750 1037282 1515 1716 166 263 429 623 (18) 841 105930 122730 21'-4" (256) PRESTRESSED N.R. NR NR NR NR MR NR NR 21'-4" (256") PRESTRESSED N.R. 125 42 21'-4" (2561) PRESTRESSED 142 204 16 307 � 393 ¢ 480 � 568 24) 655 (24) 160 340 598 B45 1114 1359 1468 142 232 373 m 537 (17) 721 21) 905 zm 1048(29 22'-0" (264') PRESTRESSED N.R. NR NR NR NR MR NR NR 22'-0" (264") PRESTRESSED N.R. 116 40 22'-0" (2641) PRESTRESSED 137 197 (,3)7 295 (22 379 (23) 462 (23) 546 23 639 23) 165 315 550 784 1047 1285 1399 13 2231 358 m 513 a 686 24 863 2e 999 29 24'-0" (288') PRESTRESSED N.R. NR NR NR NR MR NR NR 24 0" (288") PRESTRESSED N.R. 91 33 24'-0" (288') PRESTRESSED 124 179,14> 267 2, 342 >,) 416 n 492 (v) 567 2z) 129 250 450 654 884 1092 1222 124 202 319 455 p5, 606 z3 757 (z 876 n (#) THE NUMBERS IN PARENTHESIS REDUCTIONS FOR GRADE 40 FIELD ARE ADDED PERCENT REBAR. (#) THE REDUCTIONS NUMBERS IN FOR GRADE PARENTHESIS 40 ARE FIELD ADDED PERCENT REBAR. - ALL VALUES TAKEN FROM "SAFE LOAD TABLES" BY CASTCRETE MAY 2015 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE - ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MINIMUM 4" OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE #: 16-0126.03 8F16/1T/1M/0B 8F16/1T/0M/0B 8F16/1T/0M/0B _ 1i,1 111 ,14 aa4r FIRST FLOOR LIFT BEAM PLAN SCALE: 1/4" = V-0" 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 rF� x U W may.. r/aW A F SUDDIv. ee LOT: CREEKSIDE LOT 36 PROJECT# 04321.000 036R1 �dODEL: 4EHB "2605—HAYDEN" GAR&GE STING: RIGHT PAGE: FIRST FLOOR LIFT BEAM PLAN AND NOTES 60 MPH EXP. C ARCHFTECT- STATE OF FLORIDA M�111,k DAZE: 05/23/18 &CALF: 1/4"=11— 0" M File Copy NOTES TO THE INSPECTOR/CONTRACTOR TYP.8"x8" 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 1#5 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. (�\ 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING�C \\� PLACE STEEL HEIGHT. �OF REINFORCING (1-2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 8"x16" to P 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM #5 CORNER BAR W/ 30" LAP FOR EACH O / COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL COURSE OF BOND BEAM / REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1#5 TOP OF THE LINTEL. 8" 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. VERTICAL REBAR W/ 10" HOOK 8x16 DBL. BOND TOP OF Z Q�� BEAM W/ (1) #5 BAR BOND BEAM EACH COURSE G 8x8 BOND BEAM T_OP OF • OQ�G�\� W/ (1) #5 BAR BOND BEAM F =FILLED W/ GROUT 7kN1 L ��U = UNFILLED GROUT SOLID FROM TOP NOMINAL LINTEL TO TOP OF BOND OFOPENING WIDTH # OF #5'S, IN 2ND BOND BEAM #5 BAR M BEAM COURSE SEE NOTE 5 �16-1 T/1 M/0 B LINTEL W/() #5 BAR (2)ST E NOMINAL # OF #5'S, TOP LENGTH OF BAR = WIDTH OF MASONRY HEIG$ OPENING-2" BEAM DESIGNATION CORNER BOND BEAM COURSE OR REINFORCING OF BOND BEAM IT IS THIS ENGINEER'S INTENT #OF #5'S, BOTTOM 8x8 PRE -CAST CONCRETE SCALE 3/4"=1'-0" 1 THAT XFXX- 1T/1M/OB INDICATES A DOUBLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (L1) REFER SCALE: 3/4"=1'-0" AND XFXX - 1 T/OM/OB INDICATES A SINGLE BOND BEAM TO PLAN FOR LOCATIONS TOP OF OPENING P CAST HEADER(MIN) SINGLE BOND BEAM 2x4 (MI X 3) 1-3/16 AT HIGHER ELEVATION TAPCON O RIVE PIN (MIN SHANKSIZE.1 MINHEAD WINDOW SIZE .300 MIN EM DMENT 1 SINGLE BOND BEAM 1/4") 8" FROM EACH D AND AT LOWER ELEVATION 18" O.C. MAX. MIN 1-1/4' EMBEDMENT vor or #5 BAR BENT AS SHOWN 3 1/4" 2x6 (MIN 2 X 3) 2-3/16 TAPCON PRE -CAST OR DRIVE PIN (MIN SHANK WINDOW SIZE.145 MIN HEAD SIZE .300 SILL MIN EMBEDMENT 1 1/4") 8" d SLOPE FROM EACH END AND 18" EMBEDMENT 1-1/4" EMBE 2x8 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN OPEN FACE SHELL SO SHANK SIZE.145 MIN HEAD AS TO ALLOW BENT SIZE .300 MIN EMBEDMEN 2X4 SOLID BLOCKING BAR TO BE PLACED IN 1/4") 8" FROM EACH END AN SECURE TO SHEATHING 18" O.C. MAX. MIN 1-1/4"' MIN. 2-12d PER BILK. EA. EN UPPER AND LOWER #5 MIN. REQUIRED IN BOND BEAM EMBEDMENT EACH CELL HOOKED IN TOP BOND BEAM W/ 7/16" OSB SHEATHING STANDARD ACI HOOK TYPICAL MASONRY WINDOW CMU WALL CORNER BARS SILL CONSTRUCTION 4 SGALE 11/2"=1'-D" 5 ARCHWAY FRAMING DETAIL 3 AT CORNER STEP SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" V PROVIDE 3" DIA. HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL. I SINGLE #5 CORNER I BAR, 30x3O TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM a I II II / II I� II II 8x8 CMU PIER PROVIDE #5 BAR W/ SINGLE REINF. BAR, SEE PLAN. AT EACH SIDE /J ENSURE THAT PIER GROUTS BENEATH STEEL REINF. OF OF ELEVATION LINTEL. BOND.BEAM CHANGE -00'�r CHANGEIN ELEVATION OF BOND BEAM 7 SCALE: 3/4"=1'-D" 6 SINGLE LINTEL, MULTIPLE OPENINGS SCALE: 3/4"=1'-0" 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 04 U 54 C W C4 F 14 �e SUSDIV. 8e LOT: CREEKSIDE LOT 36 PROJECT# 04321.000 036R1 MODEL: 4EHB "2605-HAYDEN" GARAGE s' #MC;: RIGHT PAGE: DETAILS 60 MPH EXP. I) T,M:: 05/23/18 SCAIX: 1/4"=11- 0" s�EMET IA FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP DTC W/ (13) 10d x 1 1/2" HDG NAILS. SMALL JACKS < 9' MAY BE NAILED W/ (10)d x 1 1/2" HDG NAILS, CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEWAND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ' x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. COLUMN SCHEDULE MARK SIZE & BASE PLATE OR REMARK DESCRIPTION REINFORCEMENT 4X6 (3 Y"x5 Y") SYP. PAU46 W/5/8" DIA x 5" 5/S3.1A WD-1 PT., WOOD POST EXP. BOLT GIRDER TO CMU WALL WIUSP LGUM28-3 W/(4)%"x4" WEDGE BOLTS AND (4) WS3 WOOD SCREWS TO GIRDER E 2-PLY G:4922 LBS 1-PLY U: 345 LBS G: 1709 LBS 1A J u li n 1-PLY u =I D U:432LEIS G: 164 LBS --- 1 A w GT 3.1 0 1 T==r II II II II II II 7 II If II II IIII II II II II 3. ii II I i II II i II II II II 110E II II II II II II II II II II II II II II IIII II II II II II II II II I II II II II jII'�II� 1 1 I I I I I I I I I I I I I I I I III, Iy� IIII JII.II� I I JII, III I I II II II II II II II I 1 I II II II II II IIII II II II II 3.16 2x4 WOOD WALL W/ I I IIII II II II II II it II II II ii II SYP. NO.211 it STUDS 2x4 WOOD SWALL II II II II12"0. I I-1 IIII II II II II I STUDS 12"O.� II II II�� LVL U uII r,ll iii 2-PLY �I-�JJ III II G:5326LES 4 II � t = II IIDD 3.1 II o 97--- - _ II II II II II II II II II II 4 - II II II II II II II II II II 31_ ii II II II 10E II II II II II II II II II II - II PRE -FABRICATED FLOOR TRUSSES @ 24" O.C. — CA I it 1 3.16 II II II II II II ( II I II II cgi"� II II II II II II II II II II I 10E Ior II II II II II If 1110E 11 113.I II II I 53.1 I II II _=14= II _III II II _ II II _ ` u u u n u u FIRST FLOOR FRAMING PLAN SCALE: 1/4" = V-0" 0 121 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F V r 0 q E ti SVBDIV. de LOT: CREEKSIDE LOT 36 PROJECT# 04321.000 036R1 MODEL: 4EHB "2605—HAYDEN" GARAGE SWING: RIGHT PAGE: FIRST FLOOR FRAMING PLAN 60 MPH EXP. C 00 n TE 05/23/18 SCALE: 1/4"=1'-O" SHEET S 3 File Copy