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HomeMy WebLinkAboutBUILDING PLAN PAGE 16-311441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com L AA #: 0003325 F M m U r v O W A F SVHDIV. de LOT: CREEKSIDE LOT #11 PROJECT# 04321.000 011R3 MODEL: 4EGB "GALEN" GARAGE SVrMG: RIGHT PAGE: PRODUCT APPROVALS 160 MPH EXP. C DATE: 07/12/18 SCAT •E: 1/4"=1'-0" SHEET NOTE: IF ZIP SHEATHING SYSTEM 15 INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES FLANGE OF L JOINTS T11 SE WIRED TIEp T ATH • 9' OC MAX (VERT) : DO NOT FASTEN CONTROL Do 70 WALL EVET! P STUD EXI BEYOND EXCEPT STAPL W/ V LEG MAY BE USED TO SECURE CONTROL JOINT DURING INSTALLATION FASTENERS TO BE SPACED • 1' D.C. MAX VERTICALLY 7 \ ' To;' LATH SHALL NOT MIN. SE CONTINUOUS 6' r MIN ra To e nN THROUGH CONTROL JOINTS BUT SHALL BE STOPPED AND TIED AT EACH SIDE. PER ASTM CI063 1.kD.lrt i FSTENERS L FOR LATH TO NAILS OR STAPLES IN COMPLIANCE ASTM CI063 2. WIRE TIES TO BE (NO. I 0.0415' WIRE S. SLOCKING SHOUN M SE IN ADDITION- \ TO WALL STUDS RE D PER PLAN / "M" TYPE CONTROL JOINT r j LFOLD IWY1109Pr.A OI. FOLD INWARD • Pr. A 2. CIEAW . PT. p a cReAeE . Fr. c IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES BNM61.E ROOFM(i� - pRIP am. QYMK.AP a'. ' NXTIM in, MLOW SHEATHM MECHANICALLY FASTEN 4. OTC. MAX NOTE: A !LAp WRAP IF ZIP SHEATHING SYSTEM SH BE MINIMUM OF INSTALLED, PLEASE SEE 6' . RT(ROLL MANUFACTURERS ENDS) NTAL LAPS. ALL SE TAPED LATH VERTICAL LAP TO SE I' INSTALLATION PROD UR WITH FORTTHING TAPE /NN THICK 3 CO DEMENT PLASTER / \ WRB LAYS 42, PORTIFISER BUILDI APER / . MET LATH A D METAL LATH X X X 1 F t SUF'f°OR1 S (� O G MAX11 1 X X C — WRS LAYER 01, STUCCO WRAP METAL LATH WOOD SHEATHING / OR 1/16' ZIP SHEATHINGS WRS LAYER 01, J' THICK, 3 COAT CEMENT SYSTEM t�MSTALLED PER STUCCO WRAP PLASTER MANIF _ . GS) METAL LATH e' M N PAF kR LAP BELOW ONLY / WRS LAYER 02, FORTIFIBER WR5 LAYER n, FORTIFIBER BUILDING PAPER BUILDING PAPER WIRS LAYER 01, STUCCO WRAP WOOD SHEATHINGA OR 1/16'ZIP WS M 11NUF SWTALLEDHIPER IDE 2X4 BLOCKING ?D FLAT MAX. 6' TO 8' CONTROL JOINT WHEN ROL JOINT FALLS ON VRAL STUD OL POLD ttrlL41RD • Pr. A 2. CREASE • Ft. p Fq ® L FOLD MGM • Pr. A 2. CNE-AW . Pr. p a. CPW-AW • Pr. C 4. FOLD Pr. c OvR in. Is Tw. Pr. c TcUcHEe porram FLANGE potTuti p °f wATBlz rw*p SEAL FOLD, 22 MCI cut i' THICK, 3 COAT CEMENT PLASTER (I RAMS), 1m 2 COAT cEr9+T PLASTER (0-W UM LAYER v2, POW PIEER BUILDING PAPER (FRN'E ONLY) WRp LAYER M, STUCCO WRAP nwAMe ONLY) LAP LAYERS CF BUILDING WRAP Oy[R NAILING FLANW_ STOP p/QAP ONLY) — PRAME OR CMu 1 WALL KICK= FLASFIMG At partom OF pwm WALL INMPNECTIONO 2 PAPER LAP SCALE: 1 1/2'=I'-O' ® KIC KO UT DETAIL nr. 7. n c1 1' MIN LAP. 4' ALL VERTICAL LATH & PAPER DETAIL NOTE, SIDE LAPS OF METAL PLASTER BASES SHALL BE SECURED TO FRAMING MEMBERS. THEY SHALL BE TIED BETWEEN SUPPORTS WITH 0.0418-IN.(131-MM) WIRE AT INTERVALS NOT MORE THAN 9' (2211-MM). AS PER ASTM C1063 1A.1. NOTEg POR PAIR OF TEARS IN WIRE, LAYERS, TEARS MAY BE PATCHED W/HOUSE WRAP TAPE PER MANIP. SPEC. OR PEEL 4 STICK SHEATHING - OR 1/16' ZIP SHEATHING SYSTEM (INSTALLED PER MANUP. SPECS) BUILDING — PAPER STUCCO — 6• MIN. LAP AP • LATH AP • PAPER HORIZONTAL LATH & PAPER DETAIL 1/16' ZIP SHEATHINGS SYSTEM ( INSTALLED PER MANUF. SPECS.) OR WOOD SHEATHING OR CMU WR5 LAYER 01, STUCCO WRAP (FRAME ONLY) A" THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WR5 4 TAPE OVER ROOF/WALL SCREED z 5'X5' 'L' TYPE CONTINUOUS z GmALV. METAL FLASHING (NAIL TO ROOF DECK, NOT 'n WALL SHEATHING:) 47 N — CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF CEMEN NOTE- IF ZIP SHEATHINC3 SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES ROOF PER ELEVATIONS rO "L" FLASHING N.T.S. (COMPATIBLE W/ HOUSE ERIAL) OVER D HOUSE WRAP. Q CUT AND OVERLAP ONE SIDE SELF -ADHERING MEMBRANE FLASHING INSTALL FASTENERS (CLIPS, STRAPS, STAPLES) AS — REGIUIRED TO SECURE PIPE/ WIRE TO FRAMING s(• SECTION ASTALLATION EATHINGS SYSTEM IS ED, PLEASE SEE CTURERS PROCEDURES E PENS TJ AT ION LAYER •1, FORTIPI�R BUILDING PAPER METAL LATH 6'xb' SELF -ADHERING MEMBRANE PLAbHING OVER 4'><d' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO IaIP•E 4'x4' SELF-ADHERNCs MEMBRANE OVER APPROVED HOUSE WRAP. FLASI-ZING t0 EXTEND ONTO PI 9fi' CONT. BEAD OF SEALANT INSTALL APPROVED HOUSEWRAP AIR INFILTRATION BARRIER OVER SHEATHING CUT AND OVERLAP ONE SIDE OP SELF -ADHERING MEMBRANE FLASHING WRB 7ER M, S WRAP ASTOMER(C COATINGS OVER STUCCO/ FINISH (SEE TYP WALL SECTION) PER I-xtenor use o ortland cement plaster shall comply wi a application requirements of A C 926-12A. Installation of exterior la 'no and framing shall comply with ASTM 3-12A. IL (f=fRAM LEGEND DRAINAGE PLANE (WR5L�AN'ER *1, STUCCO UJR;4P) WR5 LAT ER *2 (FORRTIP18ER 5UILD INCH P�AP�R) METAL LATH STUCCO 4 da WOOD SHEATHINGl OR 1/16' ZIP SHEATHING SYSTEM ( INSTALLED PER MANUP. SPECS.) SELF-ADHESIVE FLASHING - - - - NOTE: METAL LATH: LATH TO BE PER SECTION R-103.11 / ,ASTM G-&41-09, MIN. 2.5 LSS. PER SCE. ` ARD (UTILIT'r OR NOMINAL LATH DOES NOT MEET SPEGIFIC,4TIONS) 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 ro 044 4F4� q." V W W A F 4 SU"BDIV, de LOT: CREEKSIDE LOT #11 PROJECT# 04321.000 011R3 MODEL: 4EGB "GALEN" GARAGE SV7NG: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C D TE: 07/12/18 SCALE: 1/4' =1'-0" SHEET IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES BACKER ROD WRB LAYER "I, STUCCO WRAP WOOD C:ONSTUCTION INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FLASHING TO I. BOTTOM. 2. SIDES. 3. TOP VENT CAP IS TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE TOOLED SO AS TO DEFLECT WATER AWAY FROM JOINTS. E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ON ALL SIDES,Yd CAULKING • JOINT ALL AROUND HOODED VENT THICK 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 02, FORTIFIBER BUILDING PAPER WOOD SHEATHING (FRAME) WIRE, LAYER 01, STUCCO WRAP WRB LAYER 02, PC BUILDING PAPER NG BEAD BAND In SPECBJ OR 6' WIDE STRIP SELF ADHESIVE FLASHIWs, CLEAN MASONRY BEFORE APPLYING STONEOVER YEAR ovenscRa coat HORIZONTAL WEEP SCREED W/STONE VENEER ( FRAME TO BLOCK) LEGEND DRAINAGE PLANE (WRB LATER #1, STUCCO WRAP) WRB LAYER 02 (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 NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / A5TM C-84-1—09, MIN. 2.5 LBS. PER 5 Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO t SIDES UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) ANT 0 t SIDES 110391•1 BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH .............. Z] WALL I 6' SELF ADHESIVE — FLASHINCi (INSTALL PER MANUF. SPECS.) BUILDING PAPER — UNDER 'QUICK FLASH' I/ IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES A VENT PENETRATION SCALE: N.T S. ELEC. METEF VERIFY LO fi1qvG Fi I G/ rqu_- STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION METER FIELD =Y LOCATION HOOD CONSTRUCTI 1/I6' TIP SHEATHING SYS (INSTALLED PER MANUF/ WOOD SI�EATNIt WRB LAXER " 'R 02, FORTIFIBER PAPER THICK, 3 COAT CEMENT TO Ys' 6' SELF N FLASHING WOOD FR, WALL I VE NuIC: 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-POLY3LEND FOAM -('GREAT STUFF" OR SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES PROVIDE STUCCO 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 WRB LAYER 01, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW CUT SUCH THA' NO MEMBRANE ENTERS BOX, APPLY TO FA( EDGE APPLY E-Z BEAD — OVER 60 MIN GRADE 'D, FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS 5TEF ;*1 •o•o•o•e e •e•e•e e •o o• e. .e •o o• o. .o •o e• e. .e •e o. o• •o .e e. e .o•o•o•o 1/16' ZIP SHEATHING SYSTEM LINSTALLED PER MANUF. S.) OR f WOOD SHEATHING WRB LAYER "I, STUCCO WRAP FORiIFIBER FASTEN TO WOOD STRUCTURAL MEMBER • 1' O.C. MAX 8' CMu K' ro N MID -WALL I WEEP SCREED i� 6' WIDE STRIP SELF HESIVE FLASHINCs, CLEAN M RY BEFORE APPLYIWs (FRAME TO BLOCK) - NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES U)RB LAYER "I, STUCCO WRAP CUT 'X' INTO SELF -ADHERING MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRBLAYER 01 APPLY 60 MIN - GRADE 'D' FELT OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP WRB LAYER 01, STUCCO WRAP SELF -ADHERING MEMBRANE FLASHING WRB LAYER $2, FORTIFIBER BUILDING PAPER STEP # ELASTOMERIC COATING OVER STUCCO/ G.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH srEP *J115) STEP #(o OELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 U In w 4 F 4 a r�. YE f / ��y p� , q r � , sxmDIV. da LOT: CREEKSIDE LOT #11 PROJECT# 04321.000 011R3 MODEL: 4EGB "GALEN" GARAGE SUING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ]DATE: 07/12/18 SCALE: 1/4"=1'-0" 19HEET WA2 WOOD SHEATHING WOOD CONSTRUCTION HAT GHANNI W/%' TYPE 'X' WOOD SHEATHING WRB LAYER h, STUCCO WRAP i' THICK, 3 COAT CEMENT PLASTER irN ;�o • ._ WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIF ER BUILDING PAPER i' THICK, 3 COAT MENT PLASTER 6' SAF. ® TOP WEEP SCREED TO SH00ATNING EHIND WEEP SCREED 6' SELF-ADHEREING FLASHING WRAPPED w TOP OF WEEP SCREED TO SHEATHING BELOW _ WRB LAYER 01, STUCCO WRAP — WRB LAYER 02, FORTIP15 BUILDING PAPER 6' SELF-ADHEREING FLASHING WRAPPED w CORNER OF CANTILEVER (SHOWN FO CLARIFICATION OF NOTE: SEPARA ACCESSORIES ONLY) IF ZIP SHEATHIN SYSTEM IS AS ING BEAD INSTALLED, PLEA SEE DTL. C� CANT. MANUFACTURERS 10 A SCALE: I In' ®I' INSTALLATION FROG URES IF 2.91 INST, MAN INST, INST: MAN INST NOTE: 1 IETAL LAT4H: LATH TO BE PER SECTION i�-IO3.-I.1 / 4ST1''I C-041-09, MIN, 2.5 LBS, PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT Mr=ET SPECIFICATIONS) SHEAt ING SY (S WOOD CONSTRUCTION LA�PROGEE RES BARRIER "1 / RS WEATHER RESISTI 3/4 RESILIENT HAT CHANNEL 5/8' TYPE 'X' DRYWAL% W/TEXTURED a PAINTED FINISH i' THICK, 3 CO PLASTER DRIP EDGE 11 D INSTALLATION 5/8' TYPE 'X' W/TEXTURED a FINISH THICK 3 CO, PLASTER TA ✓THICK 3 COAT CEMENT PLASTER uMETAL LATH J(Y clay"�r/Cgl�u' o�eAn+Ml6..$Y612 + (2) 2x12 AAPER M� (SHOWN FOR CLARIRQATION OF SEPARATE ACCES S ONLY) EXT, FRAMED WALL PRE-ENG'D S£ WEATHER RESIST( BARRIER WEATHER RESISTIVE BARRIER "2 THICK, 3 COAT CEMEN PLASTER METAL LATH WOOD SHEATHING 4' POSITIVE DRAIN WEEP SCREED e (SHOWN FON SEPARATE A No ONLY) EXTERIOR GRADE DRY WALL i' THICK 3 GOAT CEn PLASTER VNYL�ER�� 0 CANTILEVER DR EDGE LEGEND DRAINAGE PLANE (UJRB LAYER 01, STUCCO WRAP) UJRB LAYER #2 (FORTII=IBER ...... — — BUILDING PAPER) METAL LATI 4 x x x x STUCCO ° UJOOD e441= I -ZINC OR 1/16' ZIP SHEATHING: SYSTEM ( INSTALLED PER MANUF. SPECS.) SELL=-ADI-4E5IVE FLASHING - WOOD GONSTRUGITON / I (1 4 BARRIER M ✓THICK, 3 COAT CEMENT PLASTER METAL g'6NELATH t dRT/fb� �� p' ZIPAT % SYSTEM (SHOWN FOR SEPARATE OF CY) FINISH LAYER (2 LAYER 3' X 3' D GA. GA EL a STICK) METAL DRIfr)�Icr_ SET IN FULLF 6' EL < SEALANT, V STI w DRIP SPACE FED OFACE TOT DECK FO R goRBACKER I VXI -'a' P.T. SIMULATED a SEALANT WOOD (tREX) LEK I Y A I CONTINUOUS WATER PROOFING I WEATHER RESISTIVE LAYER (2 LAYER L a BARRIER 01 STICK) WRAPPED F WEATHER RESISTIVE BALCONY DECK TO BARRIER "2 CANTILEVER A'A J 6' PEEL a STICK • DECK MEMBRANE, DRIP EDGE t0 DECK EXTEND OVER DRIP SUB FLOOR EDGE ®® 3' X 3' 26 GA. CsALV. METAL DRIP EDGE SET IN FULL BED OF I Nt'XI 3/4' P.T. OR I A SEALANT, X�' MIN. WOOD ItREX) FI E SPACE FROM DRIP CONTINUOUS FACE TO TREX Y4' GAP F ROD a SEAL TER PROOFING 18t FINISH LAYER AYER LA R (2 LAYER PEEL a PEEL a STICK) STIC WRAPPED FROM 3/4 RESILIEN BALC Y DECK TO HAT CHANN GANTIL R VINYL ASI A �' THICK, COAT CEMENT PLASTER ' METAL LAT Irq 5/8' TYPE ' DRYWALL WOOD SHEAt WEATHER RESIS VE W/TEXTU a PAINTED BARRIER +M FINISH WEATHER RESISTI i' THI 3 COAT CEMENT BARRIER 02 PLAS R 4' POSITIVE DRAIN IN Y WEEP SCREED CASING NO GAP IN FIEI.2 (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11A EDGE INSTALLATION ON 2 1/2" 7 2x FRAMING MEMBER J' THICK, 3 COAT CEMENT PLASTER CORNER BEAD FASTENED TO SHEAT G �► "1" O.C. MAX. —••x--'x^—x N WRAP OD SHEATHING METAL LATH Q WRB YER '"2, FORTIFIBER COLUMN SHEATHING WEATHER RESISTIVE BARRIER M WEATHER RESISTIVE BARRIER "2 6' SAP, PEEL t STICK I Ya'x3' 'L' FLASHING FULLY EMBEDDED IN ROOF CEMENT I V X 3' 26 GA. GALV. METAL DRIP EDGE Y4' GAP FOR BACKER SET IN FULL BED OF ROD a SEALANT SEALANT,M )A'RI SPACE FACE TO T VINYL CASING I5EAD WATER PROOFING lot LAYER (2 LAYER PEEL i STICK) APAWF�. ~''� PEEL a ICK SUB FL _ WOOD SHEATHING MWRBYE"I, — CA WRRAP WEATHER RESISTIVE BARRIER M WEATHER RESISTIVE BARRIER '2 EXTERIOR COLUMN -COLUMN SHEATHING: 6' SAF. .1 X2'x3' 'L' FLASHING 'FULLY EMBEDDED IN ROOF CEMENT I' X 3" 26 GA. GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT, JA' MIN. SPACE FROM DRIP FACE t0 tREX VINYL CASING BEAD WATER PROOFING let LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM BALCONY DECK TO \POSITI OAT CEMENT ,�/8' TYPE 'x' DRYWALL \ /I FINISH U D t PAINTED `�-THING FINISH i' THICK, 3 COAT CEMENT 1 PLASTER O GAP IN FIELD VINYL CORNER BEAD (SHOWN FOR CLARIFI LION OF VINYL CASING BEAD SEPARATE ACCESSOR S ONLY BALCONY DRIP @EDGE INSTALLATION ® COLUMN (W/" L" FLASHING) WRB LAYER FORTIFIBER BUILDING PA R\ METAL LATH ' THICK, 3 COAT GEM T PLASTER 6'SELF-ADHERING FLASHING DRIP GAP BUILDI PAPER WINDOW FLANGE ORNER BEAD (9) AME 2 1/2 CORNER BEAD (FASTENER 4 SPACING �► i' O. N N 1 /1 TR)CORNER BEAD 1 JJ ! CMU THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY (9) BLOCK I I aAm9? R SIMULL (T X) FILLER S Ys' FOR SEALANT OPT ACKER ROD. - M IFIED 90 /4 RESILIENT HAT CHANNEL IF ZIP SHEATHING SYSTEM INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCE R WOOD SHEATHIN WRB LATER 01, STUCCO W AP WRB L ER 02, FORTIFIBER BUILD G PAPER "tE AL LATH THICK, 3 COAT CEMENT ) WRE�LAYE STUCC P W FORTIFIBER i BUIL APER META LATH �i HICK, 3 COAT CEMENT a. G ASTER 6'SELF-ADHERING FLASHING i DRIP CAP WINDOW FLANGE 1 CASING BEAD C) WI FRAME. NO BAIL NDOW 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F y G 04 Ni 0 �1 Q h StmDm de LOT: CREEKSIDE LOT #11 PROJECT# 04321.000 011R3 MODEL: 4EGB "GALEN" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT' DATE'. 07 /12 /18 SCALE: 1/4"=1'-0" SHEET WA3 WOOOL SHEATHING WRB LAY "I, STUCCO WRB LAYER 02, F TIFIBE BUILDING PAPER METAL LATH ' THICK, 3 COAT CEMENT PLASTER 6'5ELF-ADHERING FLASHING VINYL ANGLED CASING BEAD DRIP CAP WINDOW FLANGE METAL NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES WOOD SHEATH i wRB LAYER STUCCO W P WRB L ER 02, 1=ORTIFI5ER BUIL G PAPER AL LATH THICK, 3 COAT CEMENT PLASTER LAY "I, v Y ANGL Z46iNG15EAD 45 LAYER 02, FORT[ F ER BUILDING PAPER METAL LATH is THICK, 3 COAT CEMENT '�` ��• PLASTER ro'SELF-ADHERING FLASHING =■ , a' DRIP CAP WINDOW FLANGE CASING BEAD Ca) WINDOW CW 15 C ( FRAME, W/BAND) SHEATHING WR8 LAYER 01, STUCCO WRAP WRB LAYER n, FORTIFI BUILDING PAPER " THICK, 3 COAT CEMENT PLASTER VINYL ANGLEDti CASING BEAD VINYL CASING BEAD MOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES A N Y4' CAP TYP THICK, 3 COAT C NT CASING BEAD PLASTER TO TRIM METAL LATH IX TRI MBER 0 STUCCO SIDING tRAN [ON L ER 02, FORTH=IBER I ING PAPER SIDING SHEATHING WRB LAYER "I, WR$ LAYER "I, STUCCO WRAP O STUCCO WRAP CASING BEAD 6' SEL DHEREING FLASHING PEEL E STICK SIDING TO S TUC CASING BEAD (CROSS SECTION) WOOD CONSTRICTION BEYOND WOOD SHEATHING — WEATWER RESISTIVE BARRIER "1 TRIER RESISTIVE — b IER r1 b;?1 1 " LAP SIDING STARTER GALV'D METAL W FLASHING I Y4" X 6' SIMUL, UIOOp TRIM ME' 6' SELF -ADHERING FLASHING WEATHER RESISTIVE BARRIER "I WEATHER RESISTIVE BARRIER 02 ev L�M-G�HERING GALV'D METAL 'Z' FLASHING DO NOT CAULK OR SEAL OPENING " X W SIMULATED OD TRIM MEMBER 1� \ NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-0% MIN. 2.5 LBS. AT�4ING PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) S I UGCO WRAF 'LEA THING MA TRRIER "I STIVE f BAATHER RESIle / �Y 02 ' k 7 Y' LAP SIDING � UJRk3 LAYER 021 FC�R�"11=18ERS6REAL I Q BUILDING FAFER FLA614 NG HERING 1v I ET A L L A T 14 STARTER STRIP I1 cOR $" T�4I0G 3 COAT GE1'"IENT L>�STER GALV'D METAL WEATHER 'Z' PLASHING BARRIER 6' SIMULATED 6' MIN TRIM MEMBER I" Z' PL Ea BEAD VINYL CASING r I J / CASING BEAD @) RAISED F17 A) - BAND (FRAME) SCALE: 1 1/2"=1'-0" PLIEXIBLE PVC / r BACKER ROD) \ � i 6F -Aa4ir- RING \ I I 1 ' tHld COAT WEATHER RESISTIVE +_ BARKER "I U1EAT41-ER RESIST BARRIER *2 SIDING TO STUCCO C) FRAME TO FRAME TRANSITION SEALANT WINDOW 2X FRAMING MEMBER \ A- IER "I TO LAP N ABOVE TOP 6' MI OF 'Z' FLASHING UE ATHER RESISTIVE BARRIER "I WEATHER RESISTIVE BARRIER 42 GALV'D METAL 'Z' KLASWWx _ DO NOt CAULK OR 9Kd1 �NINr TO LAP VIE TOP 4ING K 6' SIMULATED D TRIM MEMBER =HULKING VIED SEALANT RESISTIVE SEALANT WINDOW FRAME FLANGE 2X FRAMING MEMBER BUILDING WRAP ' THICK, 3 COAT CEMENT PLASTER METAL LATH a ai `a a E-Z BEAD VINYL CA (WAs'" FLEXIBLE PVC WRB LAYPR 02, FORTIFIBER BUILDIN PAPER WRB LAYER "I, CCO WRAP, WRAPPED AR ND FRAMING MEMBER 6" L A HESIVE FLASHING EATHING ROD) T I�1 ELOW EXPLODED � R CLARITY TYP" THICK, 3 COAT CEMENT Cs BEAD PLASTER WINDOW METAL LATH WRB LAYER 02, FORTIF15ER UILDING PAPER W D SHEATHING WRB LAYER 01: STUCCO WRAP V WIDE PEEL t STIC OVER FLANGE E-Z BEAD VINYL CASING w3loll FLEXIBLE PVC BAC *APPLY FULL BED OF SEALANT B' FLANGE t BUILDING WRAP LEGEND DRAINAGE PLANE (WRB LAYER M, STUCCO WRAP) WRB LAYER *2 (FORTIFIBER — - - — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING i OR 1116' ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SELF-ADHESIVE FLASHING ROD) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F U w lrn— rq A F suBDrv. as IAT: CREEKSIDE LOT #11 PROJECT# 04321.000 011R3 MODEL• 4EGB "GALEN" GARAGE SVMG: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C JUL PRINT DATE: 07/12/18 SCALE: 1/4"=1'— 0" SHEET W A4 CUT AT - MODIFIED 11, CUT IN NOUSEWRAP LINE OF U OPENING APPROVED HOUSEMAID OVER SHEATHING OVER WD STUD WALL STEP INSTALL 6' SELF -ADHERING FLASHING OVER NAILING FLANGE AT JAMBS EXTEND FLASHING MIN It BELOW SILL FLEXIBLE FLASHING DO NOT SEAL BOTTOM FIN STEP X 1 TEMPORARILY FOLD -UP 4 SEC HOUSEWRAP(a TUCK FLAP UNC at HEAD HOUSEWI JAMBS 4 SLOPE SILL R INSTALL m' SELF -ADHERING FLASHING OVER VINYL HEAD FLASHING (WITH END DAMS) NAILING FLANGE EiXYEND SELF -ADHERING FLASHING N MIN 1 BEYOND JAMB FLASHING INSTALL VINYL CAP ALIGN FLASHING W/ INT. ECKsE OF SILL RA. MECHANICALLY FASTEN FANNED EMS& eCAp NAILS, STAPLES) INSTALL DUPONT FLEXUJRAP AS TH FLASHING AT THE 4 4PPLY 46' NOM.— :ONTINUOUB BEAD D= SEALANT AT AMBS AND HEAD o %PLY TO BACK OF JINDOW NAILING LANCE IN LINE W/ °RE -PUNCHED 40LES OR SLOTS. INSTALL i' WIDE ADHESIVE — BACKED FLEXIBLE FLASHING MATERIAL OVER DRIP CAP JOINT (PROTECTO-UNCAP BT-20XL or SCUM INSTALL WINDC PLUMB, LEVEL AND SQUARE I � TEP 4 STEP 5 APPLY MEMBRANE FLASHING OVER JOINT T IS THE CONTACTORS RESPONSIBILTY TO VERIFY THE C 21PATIBILITY OF ALL PRODUCTS INCLUDMG HOUSE~, SEALANTS t SELF -ADHERING FLASHING MATERIALS USED DURING CONSTRJCTION. INSTALL ALL MATERIALS PER MANUFACTURERS UJRITTEN SPECPICATIONS SEALANTS MAY REACT ADVERSELY IF NOT N AND SEAL JAM$ TO SILL JOINTS WITH 1199 FOLLOWING COMPLETION OF RIOR RETROFIT WORK NOTE: REPAIR SCHEME SHOWN SHALL BE IMPLEMENTED AT ALL WINDOWS WITH STEP 7 STEP 8 STEP EVIDENCE OF WATER INTRUSION BELOW THE WINDOW OPENING WINDOW FLASHING INSTALLATION DETAILS FULL WRAP SCALE: NTS NOTE: IF Z If= 5H ATH INGz 5�5T r*-1 15 INSTALLED, FLEA5E SEE 1�1ANUFAGT1�fR1R5 INSTALLATION PERIMETER OF WINDOW WITH 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F 114 rn W Q N y A F Q F: L xmx)IV. & LOT: CREEKSIDE LOT #11 PROJECT# 04321.000 011R3 MODEL: 4EGB "GALEN" GARAGE STrMG: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCMTECT. STATE OF FLORIDA L DATE: 07/12/18 SCALE: 1/4"=1'-0" SHEET WA5 1 \ 2Xro SUB-BANb W/1 "x4" NOTCH m END, WRAPPED IN PEEL 4 STICK DRIP EDGE -7/6" TEXTURED FINI5H a WOOD 1/2' TEXTURED FINISH ai CMU METAL FASCIA \ WRAP AV FROM \ STUCCO, 1' FROM \\ WOOD WALL \ EXTERIOR WALL \ \ (FRAME OR CMU) \ NOTE: NOTCH FOR 2X�o SUB BAND ONLY � ELEVATION 1/8' TEXTURED FINISH a WOOD, 1/2' TEXTURED FINISH • CMU METAL LATH METAL FASCIA WRAP J,; OWOODD SHEATHING cm WRB LAYER 01, l STUCCO WRAP (FRAME ONLY) WRB LAYER "2, FORTIFIBER BUILDING PAPER - ---- ` A ' (FRAME ONLY) 2X6 SUS BAND = ccl ROOFING CEMENT DRIP EDGE COPLAN B \ ROOF KICK OUT REMOVED \\ FOR CLARITY \ ROOF DECK (BEYOND) `i DRIP EDGE, 1" OFF WALL (NOT INTO STUCCO) 1-1/8" TEXTURED FINISH m / WOOD, 1/2" TEXTURED FINISH 6) CMU ` , 2xro SUB -BAND W/I"x4' NOTCH a END, WRAPPED IN PEEL E STICK METAL FASCIA WRAP i" OFF WOOD WALL. SUB BAND 2" OFF WOOD WALL METAL KICK OUT NOTE - IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS IN5TALLATION PRE-ENG'D TRUSS TO BE CUT a WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4"x4' -O' 5CA55ED TO TRUSS W/12d NAILS 6"-8' O.C. MAX. 2x SUB -BAND WIV22"x4' NOTCH a END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL C WALL C" x x x x x x x x x x x x x x X x x x x X X X X X X X X X x X X x x x x x x x x x x x y x ,-- x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x X x x x x x x x x ,-- ,- x SUB BAND DETAIL C) WALL W-/KIC K-OUT FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY, FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/V2'x4" NOTCH a END, WRAPPED IN PEEL E STICK ROOF CEMENT m ROOF EDGE OMITTED FOR CLARITY OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. 4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/11�'x4" NOTCH o END, WRAPPED IN PEEL E 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 W 0 w 4 F 4 M SU'BDIV. 8a LOT: CREEKSIDE LOT #11 PROJECT# 04321.000 E011R3 MODEL: 4EGB "GALEN" GARAGE SVWG4: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT: STATE OF FLOWDA JUO 937 23 0 ABUO rya. DATE: 07/12/18 SCALE: 1/4"=11- 0" SHEET 38'-8" 1/ 164" 10'-D"v 12'-4" 4" T-4" '4" F-24X24r F-24X24 I TE 2 35'-2" 3'-6" r 4" CONC. SLAB a w F I O Lu I U 0101, TOP OF I N 61 SLAB En EXTEND FM-16x18 i 3 SLAB 1 1/2" 11 /j �� 4" PVC N CHASE " 00 x PLACE ELEC. CONDUIT FOR KITCHEN ISLAND ; 1'_2" 2T-1" 9,_4„ �u UP TO 2ND FLOOR i iif (FIELD VERIFY 4 F-24X48 EXACT LOCATION) j/ b S2.1co L T E- 2 f F- 2 4 X 2 4 o 5 1/2" N 3�_0" iv EXTEND 5 a SLAB 1 1/2" I I (D N S1.1 OSol I I N to 16 I I� � 1.1 J-E 1.1 EXTEND F-24X24 SLAB 1 1/2" ' FM-16 �F-24X24 8" co 0I 3,_4„ 9'-4" N co u 0o col FM-12X18 4 U ---------------------'❑ FM-16x18 —� — 0 0 T2'-8" 16'-0" 2'-8" 4'-8" 2'-0" 8'-8" 2'_0" 21'-4" 17'_4" 38'-8" FOUNDATION PLAN SCALE: 1/4 = 1'-0" 11 Ee U X J w U w 'T F- LL R fV FOUNDATION NOTE 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 +4-0", 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 WINDOWIDOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. I I.DINDICATED #5 BAR, DINDICATES #6 BARANDICATES #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 ;OF SLAB SUPPORTED 3'-0" O/C MAX. SEE PLAN FOR WWM 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-16x18 16" CONTINUOUS 18" - (2) #5's (+)0,-0,. FMC-16xi8 16" CONTINUOUS 18" - (2)#5's #5INCURB VARIES CWC-12X12 12" CONTINUOUS 12" (2)#5's #5INCURB VARIES TE-1 8" SEE PLAN 8" - (1) #5's #5 IN CURB (-)0"-4" TE-2 12" SEE PLAN 8" - (2) #51s F-12x18 12" CONTINUOUS 1W - (2) #5's #5 IN CURB VARIES F-24x48 24" 48" 12" (2) #5's (4) #5's (+)0'-0" FM-12X12 12" CONTINUOUS 12" (2) #5's (+)0'-0" F-24x24 24" 24" 12" (2) #5's (2) #5's (+)0'-0" 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F W V W may.. W A h IsVHDIV. as LOT: CREEKSIDE LOT #11 PROJECT# 04321.000 011R3 MODEU 4EGB "GALEN" GARAGE SVMG: RIGHT PAGE: FOUNDATION PLAN & NOTES 160 MPH EXP. C 07/12/18 SCALE: 1/4"=1'-0" SHEET S1 30" MIN. EACH WAY c tt MONOLITHIC FOOTING 14 I,v Z ° Z STEEL REINFORCING IN GROUTED° STEEL REINFORCING IN GROUTED ° CELL SEE PLAN FOR SIZE AND d CELL SEE PLAN FOR SIZE AND o FT--, `t d O >_ L SPACING REQUIREMENTS SPACING REQUIREMENTS ° v o O} Q %— v o ¢_. a j GARAGE DOOR V m U w I p ° / Lu" RECESS mU vco °o I FM <� IL O Q 8" CMU WALL o CORNER BARS, SAME SIZE AS BAR Lu 8" CMU WALL IN FOUNDATION WITH 30" LEG EACH uJ U O Lu +-0'-0" �1= M +- 0'-0" ° d WAYAT ALL CHANGES IN DIRECTIONS U) „ M a a TOP OF SLAB TOP OF SLAB ° SO THAT THE STEEL REINF. IS CONTINUOUS a a o o I I 9 ° MATCH AMOUNT OF CONTINUOUS BARS ?I� CURB FOR ° a a b va VARIES I - ILL I UNITS SET SEE SLAB SCHEDULE MASONRY EXT. PORCH SLAB a 4" CHAMFER (1-STORY) W/ 1/2" ISOLATION L ° 6" CHAMFER (2-STORY) JOINT (WHERE • • APPLICABLE) z SEE SCHEDULE g FOR WxD, BAR SIZE iv AND BAR QUANTITY r- BAR SIZE 48 BAR DIA. #3 ,8" #4 24" #5 30" #6 36" #7 42" o SEE SLAB SCHEDULE TOP OF GARAGE CONTINUOUS STEEL MONOLITHIC EXT. PORCH SLAB 4" CHAMFER (1-STORY) FOOTING REINFORCEMENT SEE SCHEDULE 7=p.. AT 11 W/ 1/2" ISOLATION 0 0'-0" 6" CHAMFER (2-STORY) JOINT (WHERE • i EE SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING APPLICABLE) z ° FOR WxD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AND BAR QUANTITY NUMBER OF BARS (te. 2 TO 3, PROVIDE 2 BARS), UNO 04 r MONOLITHIC FOUNDATION RECESS AROUND GARAGE EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING 2 SCALE:3/4"=,'-o" CORNER BARS DETAIL DOOR OPENING _ Cl GARA 3 � SCALE:3/4"=1'-0" LAP TOP PLATE A MIN. OF 48" —_� LAP TOP PLATE A MIN. OF 48" ND NAIL W/ 16d COMMON AND NAIL W/ 16d COMMON LS, 2-ROWS, 4" O/C BTM. VERIFY GHT NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LA O OCCUR OVER STUD OF W LAN LAP TO OCCUR OVER STUD OF WALL W/ PLAN 2x4 OR 2x OOD BEARING PRO L C 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING W WALL W/ BY WALL W/ SYP No 2 STUDS SEE w No 2 STUDS SE LANS FOR SE- BT. E TO SLAB W/ PLANS FOR SPACING. SINGLE I 0 cq NEW REINF. BAR SPACING. SINGLE M. PLATE x9" E ANCHOR W/ 2" TO BE PT. PROVIDE TOP BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO O IL SECURED W/ 2- PART WASH T IN HIGH STRENGTH PLATE a g EPDXY. MIN, EMBED -1/2" EMBED. MIN. @ 16" OC NAIIL616" O/C STAGGERED. J Q 8", LINO USP SPTH4 OR SPTH6 BTM M Q � FOLLOW ALL MANF. AND TOP PLATE ANCHORS W/ r2 of SPECIFICATIONS FOR 10dx 1 1/2" COMMON NAILS _ CO USE AND FILL ALL HOLES, DO NOT USE fn 3 1/2" DIAMETER CONC. F 00 PREPARATION OF 10d x 3" uJ FILLED STEEL PIPE w � HOLE. w SEE SLAB SCHEDULE CE SEE SLAB SCHEDULE a 6x6 METAL PLATE b O +- 0'-0" +- 0'-0" BASE W/ 1 /2"x6" ANCHOR BOLTS O� co TOP OF SLAB a a a TOP OF SLAB 4" CHAMFER (1-STORY) v d a m s= ° �— a a��`a a ° 4 ° 6' CHAMFER (2-STORY)00 ° a ® a ° 7k 1- _4" 1�k EQ. EQ. EE S EDULE EQ. EQ. EE SCHEDULE FOR WxD, SIZE FOR WxD, BAR SIZE AND BAR QUA ITY AND BAR QUANTITY ADDING BAR TO TERIOR CURB FOUNDATION WOOD LL INTERIOR CURB FOUNDATION WOOD WALL BOLLARD G MONOLITHIC FOUNDATION 8 SCALE: 3/4"=,'-0" (W/ UPLIF SCALE: 3/4"=l'-0" (NO UPLIFT) 5 SCALE=:3/4"=,'-o" 6 SCALE:3/4"=r-o" LAP TOP PLATE A MIN. OF 48" STEEL REINFORCING IN GROUTED AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT CELL SEE PLAN FOR SIZE AND LAP TO OCCUR OVER STUD OF WALL W/ PLAN SPACING REQUIREMENTS z 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE _ n: PLANS FOR SPACING. SINGLE SECURE BT. PLATE TO BTM. PLATE TO BE PT. SLAB W/10d MASONRY NAIL < L PROVIDE DBL TOP PLATE 16" O/C STAGGERED. m U co J IL p CO 8" CMU WALL M +-0'-0', POURED LINTEL CONT. (rYP.) ° TOP OF SLAB 8" CMU FILLED CELL (TYP.) SEE SLAB SCHEDULE I 2X WALL FRAMING Z FFFSLAB SCHEDULE '• "' 1/2" DIA. USP 7250SD BOLTS 5" +_ 0'-0" ° — ° COLUMN PAD " MINIMUM EMBEDMENT INTO TOP OF SLAB ° aED" ED UNDER WALL AND FFOR GROUTED CELL, 4" FROM ENDS AND a a - MONOLITHICALLY WITH 16" O.C. VERTICALLY MAX a a — — — — — -TION AND SLAB a L SEE SCHEDULE a° ZE FOR WxD, BAR SIZE AND BAR QUANTITY AND BAR QUANTITY I COMBINED EXTERIOR MONO- INTERIOR FRAME BRG WALL TO INTERIOR FOUNDATION WOOD WALL FOOTING AND COL. PAD 9 � 0 BLOCK WALL CONNECTION SCALE:3/4"=1'-0" (NO UPLIFT) SCALE 3/4"=,'-0" 11 SCALE:3/4"=1'-0" 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abde-signgroup.com AA #: 0003325 W 04 W w 4 F F SVBmv. & LOT: CREEKSIDE LOT #11 PROJECT# 04321.000 011R3 MODEL: 4EGB "GALEN" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP. C ARCHTECT- STATE OF FLORIDA JUL V X©tl\ DATE: 07/12/18 SCALE: 1/4"=1'-0" F24*c :4ti S I . I A a 24'-10" 18'-0" 13'-0" 6'-4" 0 ni 16'-8" Ilk 26-0" 29'-4" °Q i� 33'-0" a. o N 0 0 (D N o ■ 60 00 M N o N 13'-0" 0 c 3'-0" 9'-8" !90 0 0-o" 12'-4" 19'-0" FIRST FLOOR DOWEL PLAN SCALE: 1/4 = 1'-0" 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.a bdesigngrou p.com AA #: 0003325 E^ All rd v W 0 y W 4 F F SVHDIV. Z LOT: CREEKSIDE LOT #11 PROJECT# 04321.000 011R3 MODEL: 4EGB "GALEN" GARAGE SVrMG: RIGHT PAGE: FIRST FLOOR DOWEL PLAN 160 MPH EXP. C ARCHTECT- STATE OF FLORIDA UL 1 6 01 PRINT 07/12/18 SCAT M: 1/4"=1'- 0" SEMET p///�]� S 1 P !mod TIE VERTICAL REBAR TO HORIZATIONAL REBAR W/ 10" HOOK GROUTED BOND BEAM TIE VERTICAL REBAR VARIES PER ELEV. TO HORIZONTAL a _ g �m - d REBAR W/ 10" HOOK z a ° ° GROUTED BOND BEAM N ° VARIES PER ELEV. — Z q d � � #5 BARS d a V I W ° a 10" HOOK O co M $n °2 F c i Q ` Q J e a — - a ad -- < � p o0 0 ° a s a c CLEAN OUT REQUIRED ° a a e Z N ° �e ° � ate— O U 1 �_0�� FOR INSPECTION ° cod m Nco v a J • • 00 a V-0. M 0'-0" FIN. FLR. I Im 00 TIE ERTICAL REBAR Nr 4 °n ° d TO HORIZONTAL d ° ° • o ° a a REBAR W/ 10" HOOK I. C7 ° — a Q d d ZLLI �O M U d - CMU UNIT s ARE NOMINAL DIMENSIONS AL SIZES OFFSET METHOD CONTINUOUS METHOD HORIZONTALNERTICAL HORIZONTALNERTICAL REINFORCING 2 REINFORCING 00 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 42" 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com l AA #: 0003325 �1 V O Q , StmDIV. & M.P. CREEKSIDE LOT #11 PROJECT# 04321.000 011R3 MODEL: 4EGB "GALEN" GARAGE SWING: RIGHT PAGE: DETAILS L160 MPH EXP. C ARCHITECT- STATE OF FLORDA JUL 1 6 20 A ABOU AR NO 93723 D Tm: 07/12/18 SCALE: 1/4"=1'- 0" SHEET 1._ 1 . 2 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 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK DESSIZE & CRIPTION REMARK O(2)2x6 O(2)2x8 BEAM SCHEDULE 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 (fe SIZEW'xH REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 8x8 — (1)#5 — N/A WA GROUTED SOLID BB2 MASONRY 3000 8x16 — (1) #5 (1) #5 N/A N/A GROUTED SOLID "CAST-CRETE" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL 8" PRECAST & PRESTRESSED LOADS FOR U-LINTELS 1 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS Cwa fr SAFE LOAD -POUNDS PER LINEAR FOOT *mw* en SAFPILOAD /►� "���%'���TYPE SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH SU6 BF8-OB BF12-OB 8Fi6-OB BF20-OB 8F2406 BF28-OB BF32-08 TYPE LENGTH 8U8 8F8 RCMU LENGTH 8F8-1T BF72-1T BFi6-iT 8F20-1T BF24-1T BF28-iT BF32-iT 8F8-1B BF12-1B 8F16-1B 8F20-1B 8F24-1B BF28-1B BF32-1B 8F8-2T BF12-2T 8F16-2T 8F20-2T 8F24-2T 8F28-2T BF32-2T 3'-6" (42") PRECAST 2231 3069 3719 5163 6607 8054 9502 10957 3'-6" (42') PRECAST 1025 1024 1598 3'-6" (42") PRECAST 1569 2655 3524 4394 5263 6132 7001 3009 4605 6113 7547 8974 10394 11B09 1588 2655 3524 4394 5263 6132 7001 4'-0" (48") PRECAST 1966 2561 2751 3820 4890 5961 7034 8107 4'-0" (48') PRECAST 765 763 1309 4'-0" (48") PRECAST t363 2305 3060 3815 4570 5325 6079 2693 4605 6113 7547 8974 70394 11804 7363 2305 3060 3815 4570 5325 6079 4'-6" (54") PRECAST 15gg 1969 2110 2931 3753 4576 5400 6224 4'-6" (54') PRECAST 592 591 1073 4'-6" (54") PRECAST 1207 2040 2707 3375 4043 4711 5379 2189 4375 6113 7547 p 6672 10254 11809 1207 2040 2707 3375 4043 4711 5378 5-4' (64") PRECAST 1217 1349 1438 1999 2560 3123 3686 4249 5-4' (64") PRECAST 411 411 745 5-4' (64") PRECAST 1016 1715,1) 2276(4) 2838 3399 3961 4522 1663 3090 5365 7547(39 7342197 6733p) 10127p9) 1016 1715 2276 2838 3399 3961 4522 F-10" (70") PRECAST 1062 1105 1173 1631 2090 2549 1 3009 3470 5'-10" (70') PRECAST 340 339 616 5'-10" (70") PRECAST 909 1567(,e1 208g131 2593 9) 3107,y 3620 4) 4133 3^ 1451 2622 4360 7168(4s 6036(q 7181p9) 8328po) 929 1567 2080 2593 3107 3620 4133 6'-6" (78") PRECAST 908 1238 2177 3460 3031 3707 4383 5061 6'-6" (78") PRECAST 507 721 490 6'-6" (78") PRECAST 8351z 1407(26) 188 , 2329,a 2790,s 325114 3712(12) 236 2177 3460 s3e1 e3so to3sq 8625p4) e35 1407 1e66 2329 2790 3251 3712 T-6" ( 90') PRECAST 743 1011 1729 2632 2205 2698 3191 3665 7-6" (90°) PRECAST 424 534 1 363 7'-6" (90") PRECAST 727 33 1065ps 162431 2025M 2426p6 2827p�) 3228p4 1011 1729 2661 3690 5881 8467,) 6472),$) 727 1224 1624 2025 2426 2827 3228 9'-4" (112') PRECAST 554 699 1160 1625 2564 3486 2818 3302 9-4" (112') PRECAST 326 512 230 9'-4" {112") PRECAST 591 708 zs 113634 1474 181534 215734 2500 34 752 1245 1843 2564 3466 1 4705(3r) 6390(47)1 591 862 1316 1843 1969 2294 2619 10'-6" (126') PRECAST 475 535 890 1247 2093 2777 2163 2536 10'-6" (126") PRECAST 284 401 180 10'-6" (126") PRECAST 530 5754 916 33 1186(33) 1461(33) 1736(33) 2011 33, 643 1052 1533 2093 2781 3643(39) 4754(45) 530 695 11800) 1472 (4) 1763 2055 2346 11'-4" (138') PRECAST 362 582 945 1366 1&16 2423 3127 4006 11'4' (13T) PRECAST 260 452 154 11'-4" (136") PRECAST 474 50423) 800(32) 193]: 127432) 151332 175332 582 945 1366 1846 2423 3127 4006 494 607 104$10) 1372(11) 16430 1915 is) 2187 (5) 12'-0" (144') PRECAST 337 540 873 1254 1684 2193 2805 3552 12'-0" (144') PRECAST 244 402 137 12'-0" (144") PRECAST 470 0 456 z3 724 31 936 32) 115332 136932 1585(32) 540 873 1254 1684 2193 2805 3552 470 550 94010) 130215 1560(13) 161 e(n) I 207510 13'-4" (160") PRECAST 296 471 755 1075 142E 1838 2316 2883 13'-4" (160') PRECAST 217 324 110 13'-4" (160") PRECAST 418 +s 386(2z) 607 30 765 30 964 30 114331 1323 31 471 755 1075 1428 1838 2316 2883 428 460 780 9 115921) 1418(2o) 165'19) 1887(1n 14'-0" (168") PRECAST 279 424 708 1002 1326 1697 2127 2630 14'-0" (168') PRECAST 205 293 100 14'-0" (168') PRECAST 384 s 358 p1) 560 29 724 30 889 30 105430 1220t3o) 442 706 1002 1326 1697 2127 2630 410 425 717 ry) 1063 , 1358 1582 zz 1807z1 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 238 334 (21) 520 (2 672 (2,)825 p9 978 pz) 1131 458 783 1370 1902 2245 2517 2712 246 395 663 980 (2o) 13033s 15162s 1734 a 154" (184") PRESTRESSED N.R. NR NR NR NR NR NR NR 154" (184') PRESTRESSED N.R. 259 83 15'-4" (184") PRESTRESSED 224 313 (m) 486 ze 627 p9 709 29) 911 p9 1054 412 710 1250 1733 2058 2320 2513 230 368 616 908 (2o) 12402e 146027 1668 u 17'4" (208") PRESTRESSED N.R. NR NR NR NR NR NR NR 17'-4" (208') PRESTRESSED N.R. 194 64 17'-4" (208") PRESTRESSED 187 263 19 405 2s 521 27 638 756 27 873 300 548 950 1326 1609 1849 2047 192 306 506 (0 740 (19) 1005pi) 127101) 1473(31) 19'-4" (232") PRESTRESSED N.R. NR NR NR NR NR NR NR 19'-4" (232") PRESTRESSED N.R. 148 52 19'-4" (232") PRESTRESSED 162 229 17 348 (25) 447 25 547 zs 847 2s) 747 0s) 235 420 750 1037 1282 1515 1718 188 263 429 s 623 (1e) B41 zs 1659(30) 1227 21'4" (256") PRESTRESSED N.R. NR NR NR NR NR NR NR 21'-4" (256) PRESTRESSED N.R. 125 42 21'-4" (256") PRESTRESSED 142 204 1s 307 23) 393 (2, 480 p3 568 p4 655 pA) 180 340 598 645 1114 1359 1468 142 232 373 m 537 17) 721 905 z9 1048 22-0" (264") PRESTRESSED N.R. NR NR NR NR NR NR NR 22'-0" (264') PRESTRESSED N.R. 116 40 22'-0" (264") PRESTRESSED 137 197 , 295 379 z 462 546 630 z 165 315 550 784 1047 1285 1399 137 223 358 513 n) 688 p4) 863 ze) 999 (zs) 24'-0" (288") PRESTRESSED N.R. NR NR NR NR NR NR NR 24'-0" (288') PRESTRESSED N.R. 91 33 �2-0" (288") PRESTRESSED 124 179 p4) 267 ,t 342 p1 at6 p, 492 a17 567 22) 29 z56 aso ssa Bea o92 zzz 124 202 319 0) 455 (q 606 p3 757 a>) 876 p3 (#) 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 - ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE - PROVIDE MINIMUM 4" OF BEARING PAST EACH 81DE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE #: 16-0126.03 r 8F16/1 T/0M/0B FIRST FLOOR LIFT BEAM PLAN SCALE: 1/4 = V-0" 1441 N. RONALD REAGAN Bl LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 64 W l, V W t 0 h A F ti ti S UBDIV. 8e CRLEOET K #S 1IDE PROJECT# 04321.000 011R3 MODELLOT N1 4EGB"": GARAGE SIPPING: RIGHT PAGE: FIRST FLOOR LIFT BEAM PLAN 1AND NOTES (CAST-CRETE) 160 MPH EXP. C DATE: 07/12/18 SCALE: 1/4"=11- 0" SHEET NOTES TO THE INSPECTOR/CONTRACTOR TYP.8"x8" 1. PLACE LINTEL ACROSS TOP OF OPENING, BOND BAM �1#5 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. PLACE STEEL 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING 8" p HEIGHT.— 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 ND BEAMS p fGQP��� / 5. SHOULD THE DOUBLOE BOND BEAM COINCIDE WITH LINTEL THE BOTTOM BOND BEAM #5 CORNER BAR W/ 30" LAP FOR EACH J 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 / p, TOP OF THE LINTEL. VERTICAL REBAR W/ 10" HOOK �\ ��Q 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. 8" / L ���G 8x16 DBL. BOND TOP OF /'� (� Q BEAM W/ (1) #5 BAR BOND BEAM •\� EACH COURSE • ��\�G 8x8 BOND BEAM TOP OF pP W/ (1) #5 BAR BOND BEAM 30" TYPICAL � pF F =FILLED W/ GROUT ' (Z` U = UNFILLED GROUT SOLID FROM TOP \� NOMINAL LINTEL TO TOP OF BOND OF OPENING WIDTH #OF#5'S,IN2NDBOND BEAM #5 BAR IN BOND BEAM BEAM COURSE SEE NOTE 5 -1 T/1 M/0 B 8x8 PRE -CAST CONCRETE NOMINAL �� LINTEL W/ (1) #5 BAR (L2) Q� HEIGHT # OF #5'S, TOP LENGTH OF BAR = WIDTH OF MASONRY CORNER BOND BEAM COURSE OPENING - 2" OR BEAM DESIGNATION REINFORCING O F B 0 N D BEAM IT IS THIS ENGINEER'S INTENT Z#5'S, BOTTOM 8x8 PRE -CAST CONCRETE 2 SCALE: 3/4"=1'-0" 1 SCALE: 3/4"=1'-0" THAT XFXX - 1 T/1 M/06 INDICATES A DOUBLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (L1) REFER AND XFXX - 1 T/OM/OB INDICATES A SINGLE BOND BEAM TO PLAN FOR LOCATIONS TOP Ik OF OPENING P CASTHEADER(MIN) SINGLE BOND BEAM 2x4 (MI X 3) 1-3/16 AT HIGHER ELEVATION TAPCON O RIVE PIN (MIN WINDOW SHANK SIZE.1 MIN HEAD SINGLE BOND BEAM SIZE .300 MIN EM DMENT 1 AT LOWER ELEVATION 114") 8" FROM EACH D AND 18" O.C. MAX. MIN 1-114' #5 BAR BENT = EMBEDMENT AS SHOWN PRE -CAST ° 3 1/4" 2x6 (MIN 2 X 3) 2-3/16 TAPCON WINDOW a OR DRIVE PIN (MIN SHANK z SIZE.145 MIN HEAD SIZE.300 SILL MIN EMBEDMENT 1 114") 8" SLOPE FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" 0 EMBEDMENT 2x8 (MIN 2 X 3) 2-3/16 OPEN FACE SHELL SO TAPCON OR DRIVE PIN ( N AS TO ALLOW BENT SHANK SIZE.145 MIN HEA BAR TO SIZE .ROM EH EN D BOND BEAM 300 MIN EM NT 1 2X4 SOLID BLOCKING UPPER AND LOWER BE PLACED IN 1/4") 8" F#5 MIN. REQUIRED IN 18" O.0. MAX. M 1-1/4" SECURE TO SHEATHING EACH CELL HOOKED IN EMBEDM T MIN. 2-12d PER BLK. EA. EN TOP BOND BEAM W/ STANDARD ACI HOOK TYPICAL MASONRY WINDOW 7/16" OSB SHEATHING CORNER BARS SILL CONSTRUCTION CMU WALL SCALE: 1 1/2'-1'-0' 3 AT CORNER STEP - 5 ARCHWAY FRAMING DETAIL SCALE: 314"=1'-0" SCALE: 3/4"= V-0" PROVIDE 3" DIA. HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL. � I ISINGLE #5 CORNER — I BAR, 30x3O TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM I� I (I II 8x8 CMU PIER I I / W/ SINGLE OR DOUBLE REINF. BAR(S), PROVIDE #5 BAR SEE PLAN. STEEL REINF. OF AT EACH SIDE ENSURE THAT PIER GROUTS BENEATH BOND. BEAM OF ELEVATION LINTEL. CHANGE CHANGE I N 7 ELEVATION OF BOND BEAM SCALE: 3/4"=1'-0" 6 SINGLE LINTEL, MULTIPLE OPENINGS SCALE: 3/4"=1'-0" 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 oo V 4' O W �l E SU333DIV. ee LOT: CREEKSIDE LOT #11 PROJECT# 04321.000 011R3 MODEL• 4EGB "GALEN" GARAGE BWn*TG: RIGHT PAGE: DETAILS L160 MPH EXP. C ARCHITECT: STATE OF FLORIDA JU41 NT ATE: 07/12/18 SCALE: 1/4"=1'- 0" SHEET S2.1A 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 HILT] 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 & DESCRIPTION BASE PLATE OR REINFORCEMENT REMARK 4x4 (3 1/2"x3 1/2") SYP. PT, WOOD POST USP PAU44 WJ 5/8" DIA. x 6" EXP. BOLT 3.7 wp� DOUBLE STUD v 4x6 (3 1 /2"x5 1 /2") SYP. PT, WOOD POST USP PAU46 W/ 5/8" DIA. x 6" EXP. BOLT a.t 3 3 3.1 CI 0 in U:-302 LBS G: 1060 LBS /1 A� I PREFABRICATED FLOOR TRUSSES @ 24" O.C. MAX. -- —-- 3.1B ---- I ------ — 3-PLY G: 4246 LBS APPLY DRAFTSTOPPING I I I I I I ALONG THIS TRUSS AS TO — — LIMIT AREA T01000S.F. FBCR 302.12 H LL 1 2X4 WOOD WALL W/ SYP— NO. 2, STUDS @ 12" O.G. ---- PREFABRICATED WOOD FLOOR TRUSSES @24" O.C. MAX — ------ I C IC ---------------------- i 4 3.1 B — PLY U:-818 LBS I d G: 1778 LBS GIRDER TO CMU WALL W/ USP LGUM26-3 W/ 4) 3/8" X 4" WEDGE BOLT TO CMU & (4) --_-- 1/4" X 3" WS3 WOOD SCREWS II GA500 LBS I I II 1 O — LL 3-PLY _ — G: 4246 LBS I = 5 =-- —---— 10E 3 3.1 3.1 3. -____== 4 _ I I n n n 9A : n 4 n II II I 3.1 I I 3.1B I II —�— FLOOR FRAMING PLAN SCALE: 1/4" = V-0" 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F W U W may.. O A F E ti SUBDIV. 8e LOT: CREEKSIDE LOT #11 PROJECT# 04321.000 011R3 MODEL: 4EGB "GALEN" GARAGE SWING: RIGHT PAGE: FLOOR FRAMING PLAN 160 MPH EXP. C ARCHRE .M STATE OF FLORIDA 16 ]PRINT 07/12/18 SCALE: 1/4"=1'-0" SHEET S3 PLYWOOD SHEATHING, SEE A-USP DTC TRUSS ANCHOR "ROOF/WALL/FLOOR B-(,) USP DTHA20 TRUSS ANCHOR (1 PLY) SHEATHING WITH (18) 10d x 1 1/2" TO TRUSS ENGINEERED WOOD FASTENER SCHEDULE" # 1175 UPLIFT USP PLYWOOD SHEATHING, SEE C- (2) USP TA20R TRUSS ANCHORS (2 OR "ROOF/WALL/FLOOR TRUSSES @ 24" O/C, HTWM20 W/10 10d TO MORE PLY) WITH (10) 10d x 1 1/2" NAILS TO SHEATHING SUBMIT SHOP DRAWINGS TRUSS AND (4) 1/4" x 2 1/4" TRUSS.PROVIDE 5" MINIMUM CONCRETE FASTENER SCHEDULE" FOR REVIEW TAPCONS TO CONT EMBEDMENT. DBL STRAP, , EACH SIDE AND APPROVAL POURED LINTEL WRAPS UP AND OVER TRUSS (NOT SHOWN) (2) USP TA20R TRUSS # 1900 UPLIFT (2) USP ANCHOR WITH (16) 10d HTWM20 INSTALLED ON PRE-ENG TRUSS x 1 1/2" NAILS TO OPPOSITE FACES OF TRUSS. PROVIDE 5" BLOCK WALL W/10 10d TO MINIMUM CONCRETE TRUSS AND (4) 1/4" x 2 1/4" EMBEDMENT. DBL TAPCONS TO CONT CONTINUOUS BOND BEAM 2x WOOD FASCIA SEE STRAP, 1 EACH SIDE POURED LINTEL ARCHITECTURAL 2x6 WRAPS UP AND OVER SECURED W/ (2) 16d TRUSS (NOT SHOWN) (1A) USP RFUS STEEL CONNECTOR GALV. COMMON NAILS. ENGINEERED WOOD USED IN CONJUNCTION WITH (4) 3/4'k6" WEDGE BOLTS AND 1x2 SECURED W/ 10d TRUSSES @ 24" O/C, WITH HEAVY UPLIFT (12) WS3 SCREWS GALV. COMMON NAILS SUBMIT SHOP DRAWINGS CONNECTOR (213) USP USC" WITH (2) 3/4"x6" WEDGE 12" O/C FOR REVIEW ANCHORS AND (8) 16d NAILS AND APPROVAL 2x WOOD FASCIA SEE ARCHITECTURAL 2x6 AC} USP USCWITH (4) 3WEDGE ANCHORS ANDD (S) 16d NAILS SECURED W/ (2) 16d MASONRY BOND BEAM GALV. COMMON NAILS. IF 4 BOLTS ARE USED SEE SCHEDULE 1 x2 SECURED W/ 10d MASONRY BOND BEAM ENSURE THAT CELLS ARE GROUTED A ALLOWABLE UPLIFT = 1825 LBS (1 STRAP) 0 OR MORE PLY) GALV. COMMON NAILS SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS 47 TAP CONS MIN. 2" B ALLOWABLE UPLIFT = 2430 LBS (1 STRAP) (I PLY) 12" O/C A ALLOWABLE UPLIFT = 7910 LBS (4 WEDGE BOLTS IN RFUS) COVER 2" APART C ALLOWABLE UPLIFT = 2410 LBS (2 STRAPS) (2 OR MORE PLY) B ALLOWABLE UPLIFT = 10223 LBS (2 WEDGE BOLTS) REPAIR 0 F MULTIPLE C ALLOWABLE UPLIFT = 12543 LBS (4 WEDGE BOLTS) MISPLACED EMBEDDED TRUSS ANCHOR SS&GLl_R__D YPICAL TRUSS/ SCALE3/4-,-oTYPICAL ROOFER C0NNECTOR(S) - GIRDER CONNECTORS) SCALE:3/4"=,'-0" SCALE:3/4"=1'-0" (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN 3/4" T & G SUBFLOOR GLUED AND BRACE W/ (3) 12d @ EA. TRUSSES WHERE SCREWED AS PER SCHEDULE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT ( LSTA1 2 20 GAUGE COVER 5 TRUSSES) 4'-0" O.C. AT SHEATHING W/ 10dx1/2 HPG COMMON NAILS. 0'-0" TO 30'-0" (1) "X" BRACE SEAMS) PER ELEVATION @ EACH END TOTAL OF 10 6-0" MAX 30'-1" TO 60'-0 (3) W BRACE SECURE 2x8 PT. PLATE FLOOR SEE PLAN (1) "X" BRACE @ CENTER TO BLK W/ 1/2" DIA. (2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2" GIRDER FOR LOCATION v v FROM CENTER TO END. WASHER SET IN HIGH 2x WOOD FASCIA, STRENGTH EPDXY 6" SEE ARCHITECTURAL MIN, EMBED. AT 32" OC ,x4 DIAGONAL MAX. PER ELEVATION BTM. CHORD SECURE GABLE TO 2x8 PRE-ENG GABLE TRUSS K4 BRACING, SEE P.T. PLATE W/ 12d's 8" PRE-ENG FLOOR TRUSS PLAN FOR LOCATION O.C. MAX 5/8" GYPSUM BOARD OR 1/2" HIGH p j U d MAY NOT BE STIFFBACK (AS PER STRENGTH CLG. BOARD N J REQUIRED TRUSS ENG) CONT. 2x4 SECURED W/ �a (2) 10d's @ EACH TRUSS SECURE TRUSS TO TOP PLATE w/ (2) TO BE INSTALLED @ 16d TOENAILS BTM. CHORD OF 10'-0" O.C. MAX. DOUBLE TOP PLATE HTT4 W/ 5/8" A.B. WITH WOOD ROOF TRUSSES MIN. 7" EMBEDMENT TO SLAB & (20) 16d X SEE SCHEDULE FOR 2x4 OR 2x6 WOOD BEARING 2-1/2" NAILS TO POST., WALL W/ SYP No 2 STUDS SEE POST TO SIT DIRECTLY BOND BEAM REQ. PLANS FOR SPACING. SINGLE ON SLAB BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE a 1x4 BTM. CHORD END WALL OR OTHER PROVIDE BLOCKING Q BRACING 6-0" O/C END TYPE CONDITION, IF 1/2" GYP. WL. BD. MAX., SECURED W/ DEPICTED SEE PLAN (2) 10d COMMON NAILS • a • a° CHORDTEACH gTM. CHORD BRACING &BLOCK WALL W/ GABLE END NTERSECTIONTYP. 6 PRE-ENG'D TRUSS SCALE:3/4"=1'-0" SCALE: 3/4"=1'-0" a °° GIRDER/1/VOOD POST CONNECTIONS a a • a a FLOOR TRUSS CONNECTION @ L.B.W. SCALE:3/4"=1'-0" (NO UPLIFT) 5' EDGE CENTRAL 4 SPACING SPACING SEE SEE TRUSS BRG. O� R> CHEDUL SCHEDULE SEE FRAMING PLAN 6" 7" 7" 6" ,5" 5" 5" C9 �` a a a a 0 f` '; f' '� o THE USE OF ALTERNATE MATERIALS MAY BE SEE SCHEDULE FOR BOLT SIZE SEE LEDGER SCHEDULE Ci NOTCH DEPTH,/4*D � - 5 1/2" MIN. EMBED. (TYP) w HOLE EDGE>0/8" 1. ENSURE THAT EXP. BOLTS ARE PLACED INTO USED SO LONG AS THEY CONFORM TO THE 7 GROUTED CELLS, 8" ALL AROUND BOLT. I' HOLE DIAMETER 2. END OF FRONT AND REAR LEDGER SHOULD FOLLOWING < 2/5*D SGL STUD z Z LAP A MIN OF 4'-0". OUTER 1/3 OF 00 3. ALL BOLTS TO HAVE WASHERS 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS SPAN ONLY 4. EXP. BOLTS SHOULD NOT BE ANY CLOSER A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS D/E C A B - Z THAN 6" O/C. EQUIVALENT OR GREATER UPLIFT AND LATERAL (F, AND F2) LOAD CAPACITIES HOLE EDGE>5/8" 00 5. IN LIEU OF HIL-TI PAPS, 114" DIA. x 3" MASONRY AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND A - USP THDH26 G < 1200 LBS, U < 1280 LBS W/ (1) 3/4"° USP WEDGE -BOLT, 5" MIN. SCREWS (TAPCONS) MAY BE USED, SAME ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE EMBED (20) 16d GALV. COMMON NAILS AND (8) 16d VALV. COMMON NAILS, FL#17232 SPACING REQUIREMENT. B - USPTHDH26 G < 2400 LBS, U < 1425 LBS W/ (2) 3/4"0 USP WEDGE -BOLT, 5" MIN. (2) _ PT THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO EMBED (20) 16d GALV. COMMON NAILS AND (10) 16d VALV. COMMON NAILS. FL#17232 C - USP THDH28-2 G < 2400 LBS, U < 2560 LBS W/ (2) 3/4"° USP WEDGE -BOLT, 5" MIN. 0141., EMBED (36) 16d GALV. COMMON NAILS AND (10) 16d VALV. COMMON NAILS. FL#17232 D - USP THDH28-2 G < 4800 LBS, U < 2650 LBS W/ (4) 3/4"° USP WEDGE -BOLT, 5" MIN. BTM. HOLE DIAMETER EMBED (36) 16d GALV. COMMON NAILS AND (10) 16d VALV. COMMON NAILS. FL#17232 PLATE < 3/5*D DBL. STUD E - USP THDH28-3 G < 4800 LBS, U < 2650 LBS W/ (4) 3/4"° USP WEDGE -BOLT, 5" MIN. EMBED (36) 16d GALV. COMMON NAILS AND (10) 16d VALV. COMMON NAILS. FL#17232 WOOD LEDGER 9 ATTACHMENT DETAIL SCALE: 3/4"=1'-0" STUD NOTCHING A USP RT16A (FL#17236) OR LUGT2 (FL#,7240). ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO F1 AND F2 FORCES. 11 ALTERNATE MATERIALS AND BORING LIMITS WOOD LEDGER DETAIL 10 SCALE: 3/4"=1'-0" LEDGER SCHEDULE MARK SIZE BOLT SIZE 5' EDGE SPACING CENTRAL SPACING A DOUBLE 2x8 1/2" 8" O/C 16" O/C B DOUBLE 2x8 3/4" 8" O/C 24" O/C C DOUBLE 2x10 1/2" 8" O/C 16" O/C D DOUBLE 2x10 3/4" 8" O/C 24" O/C E DOUBLE 2x10 3/4" 6" O/C 16" O/C F DOUBLE 2x12 314" 6" O/C 12" O/C 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 E V W O A F SvBaiv ae LOT: CREEKSIDE LOT #11 PROJECT# 04321.000 011R3 MODEL• 4EGB "GALEN" GARAGE SV#MG: RIGHT PAGE: DETAILS 160 MPH EXP. C 07/12/18 SCALE: 1/4"=1'-0" SHEET S3. IA 2x4 STRONGBACK SECURED TO - EACH TRUSS W/ (3) 16d COMMON NAILS PROVIDE 2-TRUSS LAP SPLICE LOCATED EITHER TOP OR BOTTOM OF FLOOR TRUSS, TYPICALLY 10'-0" BUT REFER TO TRUSS ENGINEERING FLOOR DECK : 2x6 PT TERMINATION —� BLOCKING SECURED TO WALL W/ (6) 3/16" ° x 4 TAPCONS 2x4 STRONGBACK, FLOOR BRACING DBL PT 2x6 BLK'NG BETWEEN TRUSSES W/ 10d @ 3" O.C. 1 ST PLY INTO LEDGER AND 1 Od @ 3" O.C. STAGGERED UPPER PLY INTO 2x6 BELOW 8" CMU WALL— REINF PER PLAN V z z O our¢ w ZO Uw f`i m vz SCALE: 3/4"=1'-0" #8 WOOD SCREWS x 2" LONG @ 3" O.C.; STAGGERED OFF CENTERLINE OFF 2x6; 3/4" AS SHOWN DBL 2X8 LEDGER TO CMU W/ 112" EXP. BOLT AT 16" O.C. ANP 8" FROM END W/ MIN 5-1/2" EMBED. FLOOR DECK 314" NAILING PATTERN 1 24"Mq PRE-ENGINEERED WOOD 2x4 P.T. CEILING FLOOR TRUSSES (SEE NAILER W/ FRAMING PLAN) MASONRY NAILS @ 12" O.C. REPAIR DETAIL IF 1X2FIRE-STOP LEDGER INSTALLED TOO LOW AT TRUSSES PARALLEL TO EXTERIOR WALL PRE-ENG GABLE TRUSS- 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0" O.C. (AT SHEATHING BE AMS) (BLOCKING NOT SHOWN FOR CLARITY) 2X4 DIAGONAL BTNT BRACING. SEE PLAN LOCATION SECURE 2x8 PT. PLATE TO BLK W/ 1/2" DIA. ANCHOR BOLT W/ 2" WASHER SET IN HIGH STRENGTH EPDXY 6" MIN. EMBED. AT 32" OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" O.C. MAX USP LFTA6 W/ (16) 8d COMMON NAILS, EACH END EVERY STUD OR ON EACH END OF "BUNDLE" OF STUDS PLYWOOD FLOOR SHEATHING USP LFTA6 W/ (16) 8d COMMON NAILS EACH END FL#17244 2 x STUDS A I USP SPTH4/SPTH6 BTM. FLOOR TRUSS OR PLATE STRAPS W/ 1 Od x 1 GIRDER TRUSS 112" HDG NAILS FL#17239 WALL / FLOOR FRAMING, n TRUSS PARALLEL TO WALL SCALE:3/4"=1'-0" 2x STUDS PER PLANQ FLOOR DEC 2x4 BLOCKING @ EA. BRACE TOENAIL INTO TRUSS W/ (4) 16 NAILS @ EA. ENI 2x4 BRACE @ 48" O.C. w/ (5) 12 NAILS @ EA. ENI 8d RING SHANK NAILS @ 4" O.C. MA, INTO BLOCKIN( PRE-ENGINEERED WOOF FLOOR TRUSSES (SEE FRAMING PLAN USP HTA16 @ 32" O.0 MAX. (VERIFY W/ TRUSS PLAN)FL#17680 U CONC.POURED LINTEL COURSE DBL PT 2x6 BLK'NG BETWEEN TRUSSES W/ 10d @ 3" O.C. 1ST PLY INTO LEDGER AND 10d @ 3" O.C. STAGGERED UPPER PLY INTO 2x6 111 BELOW #8 WOOD SCREWS I�} x 2" LONG @ 3" O.C.; STAGGERED OFF Ill?II CENTERLINE OFF 2x6; NI 8" CMU WALL 3/4" AS SHOWN REINF PER PLAN JIL USP A3 EA. ZX— PER ELEVATION TRUSS /4" az NAILING PATTERN U) m0_ O ❑ nQ W z*w PER ELEVATION N m PRE-ENGINEERED WOOD 1X2 FIRE -STOP FLOOR TRUSSES (SEE DBL 2X_LEDGER FRAMING PLAN) SEE SCHEDULE SECTION DETAIL AT TRUSSES BEARING XTERIOR WALL (D2N[_E SCALE: TE: UCTURALSHEATHING T NOT BREAK WITHIN MIN. FROM 2ND. FLR. MAX R SEE SCHEDULE FOR BOND BEAM REQ. SECTION DETAIL AT PARALLEL / PERPENDICULAR PRE-ENG FLOOR TRUSSES E-ENG'D USS ) @ 24" O.C. FOR STRAPPING VERIFY W/ TRUSS PLAN 'CONT. 2x4 S ED W/ (2) 1Od's @ EACH TRUSS TO BE INS D @ 1 U-0" O.0 MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS (CD CMU WALL 3/4"=1'-0" SCALE: 3/4"=1'-0" STRAP TRUSS TO PL. SEE SCHED, BELOW TRUSS TO TOP PLATE A - USP MTW-12 U < 1195 LBS W/ (14) 1 Od GALV. COMMON NAI LS. B - (2)USP MTW-12 U < 2390 LBS W1(14) 1 Od GALV. COMMON NAILS EA. USP SPTH4 OR SPTH6 BTM AND TOP PLATE ANCHORS W/ 1 Od x 1 1/2" COMMON NAILS FILL ALL HOLES, DO NOT USE 10d x 3" a a a 2x STUDS PER PLANS 2x4 CONT. W/ (8) 16d NAILS @ TOP OF FLR TRUSS (TOP 2X4 SUPPORTS BT. PLATE OF 2ND FLR) FLOOR DECK 2x6 CONT. W/ (8) 16d NAILS @ BT. OF FLOOR TRUSS (BT. 2X6 IS FOR WALL SHEATHING NAILER) 1X2 FIRE -STOP PRE-ENGINEERED WOOD FLOOR TRUSSES (SEE FRAMING PLAN) USP HTA16 @ EVERY TRUSS (VERIFY W/ TRUSS PLAN) FL#17680 PRE-ENG ROOF TRUSS 5/8" GYPSUM BOARD OR 1/2" HIGH STRENGTH CLG. BOARD SECURE TRUSS TO TOP PLATE w/ (2) 16d TOENAILS DOUBLE TOP PLATE 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 PROVIDE BLOCKING 1/2" GYP. WL. BD SECURE BT. PLATE TO SLAB W/ 1 /2"x9" WEDGE ANCHOR W/ 2" WASHER SET IN HIGH STRENGTH EPDXY 5-1/2" F MBED. MIN. @ 16" OC MAX. 9aX9b_TRUSS CONNECTION SCALE: 3/4"=1'-0" 8" CMU WALL— REINF PER PLAN 2x4 P.T. CEILING NAILER W/ MASONRY NAILS @ 12" O.C. 1X2 FIRE-STOP— #8 WOOD SCREWS x 2" LONG @ 3" O.C.; STAGGERED AS SHOWN DBL 2X8 LEDGER TO CMU W/ 112" EXP. BOL' AT 16" O.C. AND 8" FROM END W/ MIN 5-1/2" EMBED. FLOOR DECK • • I I iylIi,I n MIN DBL PT 2x6 BLK'NG BETWEEN TRUSSES W/ 10d @ 3" O.C. 1ST PLY INTO LEDGER AND 10d @ 3" O.C. STAGGERED UPPER PLY INTO 2x6 BELOW 8" CMU WALL — REINF PER PLAN PER ELEVATION 24" MA PRE-ENGINEERED WOOD FLOOR TRUSSES (SEE FRAMING PLAN) -" SECTION DETAIL AT TRUSSES PARALLEL 4 TO EXTERIOR WALL SCALE: 3/4"=1'-0" #8 WOOD SCREWS x 2" LONG @ 3" O.C.; STAGGERED OFF CENTERLINE OFF 2x6 3/4" AS SHOWN USP A3 EA. TRUSS 411 111 3/4" NAILING PATTERN CONCRETE BEAM- 'I —PRE-ENGINEERED WOOD SEE BEAM SCHEDULE FLOOR TRUSSES (SEE FOR BEAM DBL 2X_ LEDGER FRAMING PLAN) INFORMATION SEE SCHEDULE SECTION DETAIL AT TRUSSES BEARING 7 ON EXTERIOR WALL SCALE: 3/4"=1'-0" TRUSS 4x4/4x6 SYP NO. 2 WOOD POST TO SLAB.SEE SCHEDULE BELOW FOR CONNECTION�\ FL#17239 a. 0 ` 10a 10b 10c TRUSS/WOOD POST CONNECTIONS SCALE: 3/4"=1'-0" TRUSS TO POST CONNECTION A - USP MTW-12 U < 1195 LBS W/ (14) 10d GALV. COMMON NAILS, FL#17244 B - USP HTW-20 U < 2045 LBS W/ (20) 10d VALV. COMMON NAILS. FL#17244 C - USP MUGT/PHD4A U < 3715 LBS MUGT TO TRUSS W/ (4) 10d GALV. COMMON NAILS TOP, (6) 10d GALV. COMMON NAILS FACE, (12) 10d COMMON NAILS BACK, (1) 5/8"° A.T.R. TO PHD4A AND (10) WS3 WOOD SCREWS TO POST FL#17240/FL#172419 POST TO SLAB CONNECTION A&B - USP PAU44 POST BASE <U:2,265 3:6775 W/ 5/8 DIA. x 6" EXP. BOLT FL#17239 USP PAU46 POST BASE <U:2,265 3:13,815 W/ 5/8 DIA. x 6" EXP, BOLT FL#17239 C - USP HTT4 POST ON SLAB <U:4,465 W/ 5/8" A.B. WITH MIN, 7" EMBEDMENT TO SLAB & (20) 16d x 2-1/2" NAILS TO POST. FL#17324 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F 4W 04 L4 U w Q W 4 r- F SUHDIV. de LOT: CREEKSIDE LOT #11 PROJECTS§: 04321.000 011R3 MODEL: 4EGB "GALEN" GARAG S,vnva: RIGHT PAWE: DETAILS 160 MPH EXP. C ARCHITECT- STATE OF FLORIDA J t 2 LFIQLAIVAR\ NO 93723 DA 07/12/18 SCALD: 1/4"=12— 0" SHEET S3. IB -