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Home My WebLink AboutBUILDING PLAN PAGE 1-15(V b NEOAX VERTICALLY (I) a REMAIN VERTICALLY W) CONQ (V % PEMAR YMC4LLY Ru CONC. W' G•9NCPOURED CELL (25' MNLAP) POURED CN_L (10' MIN LAP) _- POURED DELL (2b' MN LAP) 01TID0 K' 02:. MAX R-<J NBUL MN. - R-42 NSUL MIN. 6 W. • HEAD OF GARAGE - iE)(112PED CNIMM 18 OOATNG - TEX UPIND CEPINTIO116 COATNG VARIES WTH !&LOPE L !• O'L z w PER (AGM MW MIR.) PER (A$iM C626) ITYPJ 6Ea2ff ar. PLATE To eL4a _ 5 _ No CM) IV Cmu UV kxB' ANCHOR DOLT Ilk 2' iV E _ �..--1/1' G1T'. RL. OD. 6 _ in, GYP. W.. DD. _ W48Ha! 9ET' N 6IMP6CN HkM+ STROd4rH EPDXY 6' Immo= •D p d1RD HEIGHT VAItlE6 UIOOD a.48E WOOD DASE y f+ MN. • 32' OG tIAX ° °74� 3 112' CONC, R9bF. W) 6 "' a L2' 02c, Now. UV 6196, n. CONC` REAR UV i'W' ( .UUAYAU UUF OR PIM PW'WW ON ` W..WA4 WUP OR PIDERMESH ON .}6aMIL ° a ' POLY ETHYLENE VAPOR =ON iHMIL li7' I.Y ETHYLEI& "IIL }BOLT ETIiYI-ENE ViIJ•OR A4v WIP OR PWER*ESW MAPPER ON DELL-O"AGTCD TER'11TE TREATED PILL F4WL43dWAVKPORPftWQM"I4 VAPOR IMARRIER ON {ghPAG1ED GLEAN TERI"TREATEDPILLVAPOR dl RRER ON DELL -COMPACTED EAN TERMITE TREATED PILLCLEAN ON 6-MIL POLY ETHYU M MARRS=IR CLEAN u1 2 1 V!• IPECEBB E b REAR ON CHAIIP6L � � TM!'IRE 1'!�°ATED PILL l� RECESS T(2) b REMAIN ON CHAIRS I O (2) Ob REMAN ON CWAM 8 IA' GONG. MAD OR PAVERS PER OLD6 SPEG6 REMAIN ON CHAIRS 1-STORY FOOTING 1 W BLOCK WALL SECURE MT. PLATE TO DL.K W) 1'x9' ANCHOR Tp � p MOLT SV 7' W6 4M am I W) 52MPSON 81- SMPSON HIGH STRENGTH • M' OTC. MAX EPWCY 6' EMPJED. MIN. i 32. CC MAX 3 V2' CONE., REND. IV i'xi' WL4xWL4 WUF OR 44 POEIR•ESH ON 6-MIL POLY E/HYLaE VAPOR L �ii i. DAMER ON liSj UELL-COMPACTED CLE2W TERMITE TREATED FILL (2) REMAR ON CHAIRS 1-STORY FOOTING AT L.B. W. (W/ UPLIFT) 10 SHOWER RECESS FOOTER dc'" P.1'-a (0 % VERT. DOWEL LAPPED SV MOND WAM (0'b REMAR AT CORNIM W) 2b' LAP MIN. TYP. REBAR LAP C AT LINTEL CORNERS v� .ram LANAI/ENTRY 1� STEP-UP 1-STORY ! 17 GANG, mf. W 6W. 6-M r mLyOERHPTEaEp4 vA 'gAi aAm ilm MAM PAL �_mb Nohow CH e44AIR6 GARAGE STEP- UP 7 NON -BEARING Uj_jj_)SLAB AT S.G.D. SCALD P-r-W GARAGE STEP-UP 3 1-STORY LB.W. 3 U2' =NC. REPF. W) 6'xb' WL4xUA USF OR Fiffill ESH ON PAVER — _ — 6-MIL POLY ETHYLENE VAPOR MAGE i MAPPER ON UNLLCOP'PACTED ROOTING ® I..V. CLEAN TERMITE TREATED PILL EWEYO 0 EXTEND F007NG (0 4b Rimsm ON CHAIRS UNDER PAVERS GARAGE DOOR FOOTING To VERTICAL IlDAR TO HORIZATION4L Ramm UV IO' NO= E -4111OUTED MOND MAP! C WouT R-6WIRED N6PECTION a - TE vs TO me RE0A HORIZONTAL/ VERTICAL F REINFORCING 7URED LINTEL COW. (TYPJ Cm PILLED CELL (T1TJ : WALL PRAMNG cm ANCINOR aO.76 « l: Pt efooA DMD4T SEER AND NUT MACED EW N EXT./INT. FRAME WALL TO 12 BLOCK WALL CONNECTION 6CALS, TE VERTICAL Mom TO HORIZATIONAL e, REMAR W N6' HOOK HORIZONTAL/ VERTICAL REINFORCING AT &2Ul"gANgE q a, < ea J4,, 1-STORY FOOTING 4 AT GARAGE in N.— (1) % REMAIN ON "in (n)THICKEN EDGE Z*r3C-7?I 1VP CONE- RENF, W FPOLYLENE YAP" SAM" ON in Ll 6' UE1-OOMPAam CLEAN P-4' TERMTI'LR TREATED PILL (4) K REMAR ON CHAIRS 1-STORY FOOTING AT L.B.W. (W/ NO -UPLIFT) m a 3 V2' CONC_ „ Now. UV 6'+4.' • a ° U 60 4 UP OR tl'E64 CM + - 6-MIL POLY ETT4YLoe VAPOR DARRIER ON UELL-COMPACTED ON CLEAN TERMITE TREATED PILL OIR E :ID i' REGE06 FOR PAV£pS LL � I -m. l7) "D REDAR ON CNNARRb PAVER RECESS 9 ® ENTRY DOOR 1416.11-ow % REMAIN SET N 5rIPW N HIGH STRENGTH EPDXY W mism. MN. L'F" _°a° 3 VV CCNC. PEW. W 6'x6' WIAxW.4 IWF OR PIDF.IR^BSH ON 6-MIL POLY ETHYLENE VAPOR MAIRRIER ON WILL-COPIPAOTED CLEAN TERMITE TREATED PILL TYP. RETROFIT FOR A OMITTED DO��WELS (2) Pb REa4R • I -STORY (3)'% REMAIN • 2-STORY OUTSIDE RM&AR TO 9E Q' BAR LAP AT FOOTING A R C H I T E C T S LONGWOOD, FL 32750 PH: 407-774.6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 �IIIIIIIIII ��v000vv000� SiJSDM 8t SAT: OAKLAND LAKE (LOT 21) MODEL• 1452 )MOO-00 PROJECT*: 02784.000 PAGM- FOUNDATION DETAILS 160 MPH EXP. C ARCHITECT STATE OF FLORIDA APR 13 DA 47' 2 /18 iS C : 4"=1'-0" NOTE: NOTE: SHIM AS NEEDED SHIM AS NEEDED TO PLUMB JAMB. TO PLUMB JAMB. 1 ❑ DO NOT EXCEED' F-I DO NOT EXCEED' S' CMU BLOCK 8' CMU BLOCK P.T. Ix4 or i'x4' MIN. ❑' DRYWALL P.T. Ix4 or I'x4' MIN. IN DRYWALL WINDOW/DOOR JAMB (SEE WINDOW/DOOR JAMB BLOCKING Ix4 or Ix2 P.T. NAILER (SEE WINDODDOOR JAMB BLO( MG Ix4 or Ix2 P.T. NAILER BLOCKING FASTENER FASTENER SCHEDULE FOR ATTACHMENT DOOR CASING: FASTENER SCHEDULE FOR ATTACHMENT 4 DOOR CASING SCHEDULE DOOR JAMB / WINDOW SECURE 2nd 2x TO STRUCTURAL OOR JAMB / WINDOW (ATTACHED TO BLOCKING MEMBER w/ (2)12d NAILS 8' FROM (ATTACHED TO BLOCKING PER MFR'S SPECIFICATIONS EACH END and a IS' O.C. MAX PER MFR'S SPECIFICATIONS) P.T. Ix4 or'x4' MIN: mw SECURE THRU FRAME INTO BLOCK w/ (1) J' TAPCON (MIN. EMBEDMENT 1 #') WINDOW TO BLOCK (+9/4" or + 4") WINDOW TO BLOCK (+3") 8' FROM EACH END and a 18' O.G. MAX or DOOR JAMB TO BLOCK (+%4" or +4") DOOR JAMB TO BLOCK (+3") (1) DRIVE PIN, 8' FROM EACH ENE) and a 18' O.C. MAX MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 Mk EMBEDMENT I J' NOTE: NOTE: SHIM AS NEEDED SHIM AS NEEDED P.T. 2x4: CED TO PLUMB JAMB. TO PLUMB JAMB. SECURE TO BLOCK w/ (1) J' TAPCON ❑ DO NOT EXCEED ' ❑ DO NOT EXCEED ' (MIN. EMBEDMENT 1 4') 8' FROM EACH 6' CMU BLOCK END and a 18' O.G. MAX 8' CMU BLOCK, DRYWALL or }' DRYWALL P.T. 2x (1) DRIVE PIN, 8' FROM EACH END and (SEE wlNDow>CooR JAMBLoucMG Ix4 or Ix2 P.T. NAILER P.T. Ix4 or Ir x4 MIN. Ix4 or Ix2 P.T. NAILER a VOL. MAX FASTENER SCHEDULE FOR ATTACHMENT DOOR CASNG (SEE WINDOW OOR JAMB BLOQCMG a' OSB (4' WIDE MIN) MIN. SHANK SIZE J45 FASTENER SCHEDULE FOR ATTACHMENT MIN. HEAD SIZE 300 SECURE 2nd 2x TO STRUCTURAL DOOR CASING DOOR JAMB / WINDOW MIN. EMBEDMENT I' SHINGLES OR TILE (PER BLDR) (ATTACHED TO BLOCKING: MEMBER w/ (2)12d NAILS 8' FROM OOR JAMB / WINDOW PER MFR'S SPECIFICATIONS:j, EACH END and a 18' O.G. MAX (ATTACHED TO BLOCKING OVER W FELT PAPER (OR APPROVED EQUAL) PER MFR'S SPECIFICATIONS) P.T. 2x6: CEM INSTALLED PER SECTION RW5 OF THE FBCR, » NOTE: SECURE TO BLOCK w/ (2) IN TAPCONS 6TH EDITION (2011) WINDOW TO BLOCK (+l 4) STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED (MIN. EMBEDMENT I #') 8' FROM EACH DOOR JAMB TO BLOCK (+1 ") THROUGH NON-STRUCTURAL MEMBER (Ix or a' 055) END and a 18' O.C. MAX OVER ROOF SHEATHING (TYPE AND ATTACHMENT METHOD PER '"LING SCHEDULE' 48 scALE: I'.r_m' w/ ' TAPCON MINI 'EMBEDMENT INTO BLOCK (2) DRIVE PINS, 8' FROM EACH END and -ENGINEERED ROOF TRUSS a 18' O.C. MAX EMBEDDED STRAP ATT OR BLOWN -IN INSULATION WINDOW TO BLOCK (+3 %6") MIN. 54ANK SIZE .145 (PER PLAN (R-VALUE PER ENERGY CALCS) NOTE: DOOR JAMB TO BLOCK (+3 %6") MIN. HEAD MIN. EMBEDMEZE 300 NT #' SHIM AS NEEDED 4F SCALE: K'0-0' TO PLUMB JAMB. METAL DRIP 'GYPSUM BOARD OR J' w1w R DO NOT EXCEED ' SECURE TO l ' 2x6 SUB-B STRENGTH CEILING BOARD 8 CMU BLOCK LOCK w/ 2) JTAPCONS VENTEDF C. FILLED U-BLOCK w/' DRYWALL NOTE: (MIN. EMBEDMENT I J') 8' FROM EACH ALUMINUM SOFFIT (1) 45 CONTINUOUS REBAR P.T. 2xWr Ix4 or Ix2 P.T. NAILER SHIM AS NEEDED END and a 18' OC. MAX R PLAN (SEE UVOOR JAMB BLOCKING TO PLUMB JAMB. or CAST LINTEL FASTENER SCHEDULE FOR ATTACHMENT}' OSB (4' WIDE MIN.) l2) DRIVE PINS, S' FROM EACH ENp and WINDOW (PER PLAN), (SIZE AND REINFORCEMENT OOR CASING:❑ DO NOT EXCEED'ATTACHMENT PER MFR PER PLAN) DOOR JAMB /WINDOWa 18' OL. MAX SPECIFICATI (ATTACHED TO BLOCKING: 8' CMU BLOCK MIN. SHANK SIZE .145 PER MFR'S SPECIFICATIONS) J' DRYWALL MIN. HEAD SIZE 300 NOTE: P.T. Ix4 or I'x4' MIN. Ix4 or Ix2 P.T. NAILER MIN. EMBEDMENT 1 #' STRUCTURAL 2x MUST BE ON OUTSIDE 4 SEGUED (Se MOWOOR JAMB VL��' P.T. Ix (4' WIDE MIN.) —WALL INSULATION FASTENER SCHEDULE FOR ATTACHMENT LLS) SECURE 2nd 2x TO STRUCTURAL THROUGH NON-STRUCTURAL MEMBER (Ix or IN 058) DOOR CASING P.T. (2) 2x4: PRECAST OR POURED IN (R-VALUE PER ENE%Y CA w/" TAPCON MIN. 1 #' EMBEDMENT INTO BLOCK MEMBER w/ (2)12d NAILS 8' FROM OOR JAMB / WINDOW SECURE TO BLOCK w/ (1) 4' TAPCON PLACE SILL (PER BLDR 'GYPSUM WALL BOARD EACH END and a 18' O.C. MAX (ATTACHED TO BLOCKING: (MIN. EMBEDMENT I i') 8' FROM EACH }' TEXTURED CEMENTITIOUS --lP 0 W�BARR VERTICALLY IN WINDOW TO BLOCK (+1 15 6") NOTE. PER �'S SPECIFICATIONS) END and a IS' O.C. MAX COATING: MIN. (PER ASTM (I) DRIVE PIN, 8' FROM EACH END and or C926) OVER (LOCATION PER PLAN) DOOR JAMB TO BLOCK (+l /6) STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED a 18' O.C. MAX P.T. FURRING: STRIPS a IV O.C. 4C :: THROUGH NON-STRUCTURAL MEMBER (Ix or a' 055) SCALE: I=I-® MIN. SHANK SIZE .145 w/" TAPCON MIN. 1 #' EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 BASE MIN. EMBEDMENT 141 NOTE:M AS NEEDED WINDOW TO BLOCK (+3 7is") TOIPLUM5 JAMB. DOOR JAMB TO BLOCK (+3 %6 CRETE SLAB DO NOT EXCEED 1' 4G SCALE: r,r_0' SECURE TO BLOCK w/ (2)1' TAPCONS (SEE FOUNDATION PLAN FOR SIZE 11 (MIN. EMBEDMENT I J') 8' FROM EACH . AND REINFORCEMENT) S' CMU BLOCK END and a 18' O.C. MAX XTERIOR WALL FOOTING }' DRYWALL or (SEE FOUNDATION PLAN FOR SIZE P.T. 2x Ix4 or Ix2 P.T. NAILER UPLIFT UP TO 1)15 lb (2) DRIVE PINS, 8' FR01"I EACH END and BLOCK WALL SECTION - HIP ROOF AND REINFORCEMENT) (SEE WINDO UDOOR JAMB BLOCKING SIMPSON WT520 w/ (10)10d NAILS TO TRUSS 4 a 18' O.C. MAX 2 SMGLE STORY MAX; 3/4'40 FASTENER SCHEDULE FOR ATTACHMENT P.T. Ix (4 WIDE MIN.) (4) JIX2 41 TAPCONS INTO BOND BEAM -ENGINEERED DOOR CASING: MIN. SHANK SIZE .145 DOOR JAMB ! WINDOW for EQUIVALENT INSTALLED PER MFR'S SPECS TRUSS MIN. HEAD SIZE 300 (ATTACHED TO BLOCKING UPLIFT UP TO 2350 lb ONTINUOUS BOND MIN. EMBEDMENT 1 #' BATT INSULATION ADHERED TO CEILING ' GYPSUM BOARD OR I' HIGH PER MFR'S SPECIFICATIONS 6EAM (2) SIMPSON HTS20 EACH SIDE OF TRUSS w/ BOARD (R-VALUE PER ENERGY CALLS STRENGTH CEILING: BOARD NOTE, (10)10d NAILS TO TRUSS 4 (4) 4'X2 I' TAPCONS P.T. (2) 2xS: BE STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED INTO BOND BEAM ix THROUGH NON-STRUCTURAL MEMBER (Ix or if OSB) (or EQUIVALENT INSTALLED PER MFR'S SPECS)SEGUE TO BLOCK w/ (2) �' TAPGONS I JA 8' FROM EACH w/ �' TAPCON MIN. I 4' EMBEDMENT INTO BLOCK EMBEDMENT . END and a 18' OL. MAX OPENING 2 2' x 3m' MIN 2'ACCOOVVEER MIN. (2) DRIVE PINS, 8' FROM EACH ENE) and ATTIC ACCESS OD CASING: AT SIDE WINDOW TO BLOCK (+2 /4) 2' APART a 18' O.C. MAX 3 AIR SEAL GASKET BETWEEN DOOR JAMB TO BLOCK (+2 �") MIN. SHANK SIZE .145 SCALE: Nxs. WOOD CASING 4 GYP 4D 5 TRUSS ANCHOR RETRO—FIT MIN. HEAD SIZE 300 BOARD (TYP) :CALF: r.r-®' SCALE: NTs. MIN. EMBEDMENT I if A R C H I T E C T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 w C, a� d44 x a A \ j �- n2 M It :A 40 h 00 = M iiiN SUHDIV. 6i: LOT: OAKLAND LAKE (LOT 21) W0DEL: 1452 XXX00-00 PROJECT#: 02784.000 PACE: 1—STORY WALL SECTIONS & NOTES 160 MPH EXP. C ARCHITECT- STATE: OF FLORIDA MAY 2 3 5 /23/18 SCALE: 1/4"=1'-0" MAY 2 5 2018 Permitting Department St. Lucie County, FL SHINGLES OR TILE (PER 5LDR) REFER TO DETAIL I/D2 FOR GABLE NOTE: NOTE` X-BRACING REQUIREMENTS SHIM AS NEEDED SHIM AS NEEDED OVER #30 FELT PAPER (OR APPROVED EQUAL) -ENGINEERED TO PLUM5 JAMB. TO PLUMB JAMB. INSTALLED PER SECTION MOD OF THE FBCR GABLE ROOF TRJ66 ❑ DO NOT EXCEED ' ❑ DO NOT EXCEED ' 6TH EDITION (2011) 2x4 BLOCKING BETWEEN TRUSSES S' CMU BLOCK $' cMu BLoGK OVER ROOF SHEATHING (TYPE AND ATTACHMENT' DRYWALL' DRYWALL WINDOW DOOR JAMB AT FIRST (2) SAYS P.T. Ix4 or j"x4' MIN. ❑ P.T. Ix4 or J'x4' MIN. METHOD PER 'NAILING SCHEDULE' (4'-O' o.C. a ,,,� SHEATHING SEAMS) (SEE WJAMB BLOCKNG Ix4 or lx2 F.T. NAILER (WE wi OCIR JAM SLOCKIx4 or Ix2 P.T. NAILER BLOCKING FASTENER METAL DRIP E FASTENER Sc►ouLE FOR attar.Nr+pyT DOOR CASING FASTER SC4IEDULE FOR AttAGNMENT DOOR CASING 4 SCHEDULE 2x6 SUB-B STIFF5ACK AT ALL UPRIGHTS VENTED ALUMINUM S�FIt DOOR JAMB /WINDOW SECURE 2nd 2x t0 STRUCTURAL OOR JAMB / WINDOW TEXTURED CEMENTITIOUS COATING MIN OVER 4'-10, H GH MEMBER w! D a d NAILS O.C. FROM (ATTACHED TO BLOCKING !ATTACHED TO BLOCKING P.T. Ix4 or J'x4' MIN: J' (AS PER TRUSS ENGINEERING) PER MFR'S SPECIFICATIONS EACH END and a IS" MAX PER MFR'S SPECIFICATIONS) !PER ASTM G926) OVER PAPERBACK SECURE THRU FRAME INTO BLOCK w! EXPANDED METAL LATH, OVER APPROVED CURE P.T. 2x8 TO BLOCK w/ E x 9' Ja ANCHOR BOLT w/ 2 WASHER SET IN (U ' TAPCON (MIN. EMBEDMENT I ') 2-LAYER WATER RESISTANT BARRIER OVER PER PLAN SIMPSON or USP HIGH STRENGTH EPDXY WINDOW TO BLOCK (+%" Or +%") WINDOW TO BLOCK (+3"} 8 FROM EACH END and a IS O.G. MAX WALL SHEATHING (TYPE AND ATTACHMENT or (6' MIN. EMBEDMENT a 32' OL. MAX) DOOR JAMB TO BLOCK (+ or + 4"} DOOR JAMB TO BLOCK {+3"} (u DRIVE PIN, 8' FROM EACH END and METHOD PER NAILING SCHEDULE 18' O.C. MAX t .t ® SECURE GABLE t0 2x8 P.T. PLATE - - , 4A MIN. SHANK 512E .146 � , , 4E ��:,".,�-�� w/ 12d NAILS a 8' D.G. MAX MIN. HEAP SIZE 300 7B T. 2x4 RAT -RUN ATTACHED TO EACH MIN. EMBEDMENT 1' TRUSS w/ (2)12d NAILS PLASTIC OR METAL WEEP SCREE INSTALLED a MI POINT OF TRUSS SPAN NOTE: NOTE: �' TEXTURED CEMENTItfOUS or 10'-0' O.C. MAX SHIM AS NEEDED SHIM AS NEEDED P.T. 2x4: CE9 COALING MIN. (PER ASTM TO PLUMS JAMS. TO PLUM5 JAMB. SECURE TO BLOCK w/ (1) ' TAPCON ATT OR 5LOWN-IN INSULATION F DO NOT EXCEED ' ❑ DO NOT EXCEED ' (MIN. EMBEDMENT 1 49 8' FROM EACH C926) OVER (R-VALUE PER ENERGY CALCS) 8' CMU BLOCaC END and a 18' O.C. MAX ' GYPSUM 50AW OR }' HIGH STRENGTHor CEILING BOARC. FILLED U-BLOCK w/ (1) "5 D P.T. 2x DRYWALL 8' CMU BLOCK �' DRYWALL (1) DRIVE PIN, 8' FROM EACH END and BLOCK WALL SECTION —GABLE ROOF cSEE wmwowDooR JAM M.oacM Ix4 or Ix2 P.T. NAILER P.T. Ix4 or J"x4' MIN. Ix4 or Ix2 P.T. NAILER a 18' O.C. MAX 1 SW$LE STORY : 3/461111 1 CONTINUOUS RE5AR FASTENER SCHEDULE FOR ATrA Me+r DOOR CASING (SEE wiNDOWPOOR JAM 5LOOAWs 6' 055 (4' WIDE MIN.) MIN. SHANK SIZE .145 FASTDER SCHEDULE FOR ATTAC441ENT) DOOR CASING MIN HEAD SIZE 300 DOOR JAMB / WINDOW SECURE 2nd 2x TO STRUCTURAL MIN. EMBEDMENT I is SHIW;;LES OR TILE (PER BLDR) (ATTACHED TO BLOCKING MEMBER w/ (2)12d NAILS 8' FROM OOR JAMB /WINDOW PER MFR'S SPECIFICATIONS7 EACH END and a 18' OL. MAX (7 ATTACHED TO BLOCKING PER MFR'S SPECIFICATIONS) P.T. 24: C5K] OVER 030 FELT PAPER (OR APPROVED EQUAL) NOTE: SECURE TO BLOCK w/ (2) a' TAPCONS INSTALLED PER SECTION R905 OF THE FBCR, WINDOW TO BLOCK (+1 Y2 STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED (MIN. EMBEDMENT I #') 8' FROM EACH 6tH EDITION (2011) DYER ROOF SFEAtHING (TYPE AND ATTACHMENT DOOR JAMB TO BLOCK (+1 � w/ ") THROUGH NON-STRUCTURAL MEMBER (Ix or a, OSB) END ands 18' O.C. MAX METHOD PER 'NAILING SCHEDULE' 4B SCALE: r.r-®: ' TAPCON MIN. I' EMBEDMENT INTO BLOCK or (2) DRIVE PINS, 8' FROM EACH END and ENGINEERED ROOF TRUSS WINDOW TO BLOCK (+3 %g") a 18' OL. MAX MIN. SHANK SIZE .145 EMBEDDEDSTRAP PLAN (R ALLUETT OR BPER ENERGY CALLS) NOTE: DOOR JAMB TO BLOCK (+3 71s'$) MIK HEAD SIZE -300 MR EMBEDMENT I SHIM AS NEEDED 4F SCALE. r=r-m" TO PLUM5 JAMB. METAL DRIP E 'GYPSUM BOARD OR is HIGH ❑ DO NOT EXCEED P.T. 2xb, 2* SUB -BA STRENGTH CEILING BOARD 6' CMU BLOCK SECURE r0 BLOCK w/ (2) is TAPCONS VENTED - M. FILLED U-BLOCK w/ J' DRYWALL — NOTE: (MIN. EMBEDMENT I J') 8' FROM EACH ALUMINUM SOFFIT (1) "5 CONTINUOUS REBAR P.T. 2x ix4 or Ix2 P.T. NAILER SHIM AS NEEDED END and s 18' O.C. MAX R PLAN [SEE WNDow/DooR JAM ®LOCKS h TO PLUM5 JAMB. or CAST LINTEL ASTENER SCHEDULE FOR ATTACMENT a' 065 (4" WIDE MIN.) r (2) DRIVE PINS, 8' FROM EACH END and WINDOW (PER PLAN), (SIZE AND REINFORCEMENT DOOR JAMB /WINDODOOR CASING ❑ DO NOT EXCEED } a IS' O.C. MAX ATTACHMENT PER MM PER PLAN) W SPECIFICATION (ATTACHED TO BLOCKING 8' CMU 5LOCK MR SHANK SIZE .145 PER MFR'S SPECIFICATIONS::7 J' DRYWALL MIN. HEAD SIZE 300 NOTE. P.T. Ix4 or I'x4' MIN. Ix4 or Ix2 P.T. NAILER MIN. EMBEDMENT I(SEE " STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED FASTENER � oEFORR A T P.T. Ix (4' WIDE MIN I MCM —ALIALL INSULATION THROUGH NON-STRUCTURAL MEMBER (Ix or a' 055) DOOR CASING P.T. (2) 2x4: PRECAST OR POURED IN (R-VALUE PER ENERGY GALLS) w/ ' TAPCON MIN. I ' EMBEDMENT INTO BLOCK SECURE 2nd 2x r0 NAILS 61 1URAL MEMBER w/ (2)11d NAILS 8 FROM OOR JAMB i WINDOW SECURE t0 BLOCK w/ (I) TAPCON PLACE SILL (PER BLOW 'GYPSUM WALL BOARD EACH END and a 18' OL. MAX (ATTACHED TO BLOCKING (MIN. EMBEDMENT I i') 8' FROM EACH TEXTURED CEMENTITIOUS 1) +5 REBAR VERrfCALLY IN 15 " PER MFR'S SPECIFICATIONS) END and a IS' O.C. MAX COATING MIN. (PER ASTM GONG, POURED CELL WINDOW TO BLOCK (+1 1gfl) NOTE. or C926) OVER (LOCATION PER PLAN) DOOR JAMB TO BLOCK (+1 151s) STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED (1) DRIVE PIN, 8' FROM EACH END and a 18' O.C. MAX P.T. FURRNG STRIPS a IV O.G. 4C SCALE: p.t _®- THROUGH NON-STRUCTURAL MEMBER (Ix or as 055) MIN, SHANK SIZE .145 w/ 4' TAPCON MIN. I j' EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 D BASE MIN. EMBEDMENT I is NOTE: WINDOW TO BLOCK (+3 71611 ) r° ronA SHIM AS NEEDED 7 ff P.T. (2) 2xb:To PLUMS JAMB. DOOR JAMB TO BLOCK (+3 1s) ,4G SCALE: P.P-®� SECURE TO BLOCK w/ (2) # TAPGONS ONCRETE SLAB ❑ DO NOT EXCEED (MIN. EMBEDMENT 14') S' FROM EACH SEE FOUNDATION PLAN FOR SIZEND REINFORGEMENt) g" (U BLOCK END and a 15' O.C. MAX XTERIOR WALL FOOTING Is DRYWALL UPLIFT UP TO I115 lb or (SEE FOUNDATION PLAN FOR SIZE P.T. 2x Ix4 or lx2 P.T. NAILER (2) DRIVE PINS, 8' FROM EACH END and BLOCK WALL SECTION —HIP ROOF AND REINFORCEMENT) SIMPSON HTS20 w/ (10) lod NAILS r0 TRUSS 4 , 2 FASTENER $04EDULE FORS A ACw r Pt. Ix (4' WIDE MIN.) (4) 'X2 ' TAPCONS INTO BONA BEAM -ENGINEERED ° O.C. MAX Sriw E STORY SCALE= Sra�.r� DOOR CASING MN SHANK SIZE .145 DOOR JAMB / WNDOW (or EQUIVALENT INSTALLED PER MFR'S SPECS TRUSS MR HEAD SIZE 300 !ATTACHED TO BLOCKING TINUOUS BOND MIN. EMBEDMENT I' BAIT INSULATION ADHERED TO CEILING ' GYPSUM BOARD OR HIGH PER MFR'S SPECIFICATIONS UPLIFT UP TO 2350 lb BEAM BOARD (R-VALUE PER ENERGY CALLS STRENGTH CEILING BOARD (2) SIMPSON HTS20 EACH SIDE OF TRUSS w/ NOTE: (10) IOd NAILS TO fiRu55 4 l4) #'X2' TAPCONS P.T. (2) 2x8: STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED INTO BOND BEAM SECURE fi0 BLOCK w/ (2) #' TAPCONS THROUGH NON-STRUCTURAL MEMBER (Ix or a' OSB) (or EQUIVALENT INSTALLED PER MFR'S SPECS (MIN. EMBEDMENT I Is) 8' FROM EACH ,- w/ ' TAPCON MIN.1 }' EMBEDMENT INTO BLOCK END and a 16' O.C. MAX TAF'GONS MIN or 0f+NW3 n' X 30' MIN. CASING AT SIDE WINDOW TO BLOCK (+2 X11) 2' COVER (2) DRIVE PINS, 8' FROM EACH END and 2' APART a IS O.C. MAX ATTIC ACCESS AIR SEAT., GASKET BETWEEN DOOR JAMB TO BLOCK 1+2 W) TRUSS ANCHOR RETRO—FIT MIN. SHANK SIZE .145 3 xt WOOD CASING 4 GYP. MR HEAD SIZE 300 BOARD (SIN) 4D scALe: r=r-�5 SCALE: N.T,S. MIN. EMBEDMENT I' ARCHITECTS Design Grou tn�. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www,abdesigngrou p.com AA4:0003325 r �omaov0000, stnal> - as LOT: OAKLAND LAKE (LOT 21) MODEL: 1452 XXX00-00 PROJECT*: 02784.000 PAGE: 1—STORY WALL SECTIONS & NOTES 160 MPH EXP. C h@ NAILING SCHEDULE ROOF DIAPHRAGM - ASPHALT SHINGLE 4' O.S$. or �' CDX PLYWOOD - ad RING SHANK GUN NAILS is 4' O.C. 6 SUPPORTED PANEL EDGES AND 8d RING SHANK GUN NAILS a 6' O.C. 9 INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE Sd RING SHANK GUN NAILS a 4' O.G. EDGEWISE. 2x4 BLOCKING AT ALL PANEL JOINTS WITHIN 4'-0' OF GABLE END. ROOF DIAPHRAGM - CEMENTITIOUS TILE or METAL V CDX EXTERIOR PLYWOOD or ri32' APA-RATED O.S.B. (AS PER MANUFACTURER'S INSTALLATION SPECIFICATIONS) - 8d RING SHANK GUN NAILS ® 4' O.C. 6 SUPPORTED PANEL EDGES AND 8d RING SHANK GUN NAILS * 6' O.C. 6 INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 8d RING SHANK GUN NAILS a 4' O.C. EDGEWISE. 2x4 BLOCKING AT ALL PANEL JOINTS WITHIN 4'-0' OF GABLE END. 4' O.S.B. or PLYWOOD or 4' ZIP BOARD SYSTEM - 8d RING SHANK GUN NAILS a 4' O.C. a PANEL EDGES AND Ed RING SHANK GUN NAILS 4' O.C. TOP 4 50TTOM PANEL AND 8d RING SHANK GUN NAILS ! 6' O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. NOTE: RING SHANK GUN NAILS SHALL BE PERMITTED AS AN ACCEPTABLE FASTENER FROM ANY MANUFACTURER, NAIL REQUIREMENTS SIZE HEAD LENGTH DIAMETER TENSILE STRENGTH SHANK Sd ROUND, MODIFIED OR T 2 -Ya .131 110,000 RING (I6-20 RINGS PER INCH) Bd RING SHANK GUN NAILS s 4' O.G. TOP < SOTTOM EDGES TYPICAL EXTERIOR SHEATHING ATTACHMENT FOR WALL SHEATHING (OS$. TO BE STRUCTURAL GRADE) 91 W M. TOP CHORD BLOCKING a 4' O.C. MAX IN FIRST (2) FRAMING SPACES * EACH EN PRE-ENGINEERED TRUSS or RAFTER —\\ ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING (OS.B. TO BE STRUCTURAL GRADE) C8d RIWs SHANK GIN NAILS a 12' O.C. IN FIELD or Sd x 3' SCREW SHANK BALLISTIC ELECTRO GALVANIZED STRIP NAILS a 12' O.C. IN FIELD UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING TYP. 3/4' TtG SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS SECURE TOP PLATES w/ 16d COMMON NAILS 0 4' O.C. 2-ROWS, STAGGERED NOTE: DO NOT SPLICE TOP PLATES WITHIN 6'-0' OF ENDS OF WOOD STRUCTURAL PANEL SHEAR WALLS. THIS DETAIL APPLIES AT ALL EXTERIOR WALLS AND INTERIOR SHEAR WALLS. TOP PLATE SPLICE DETAIL ARCHITECTS Design ro u p- ine. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigtigroup.com AA #: 0003325 o F wE Q 4q b �- N aj vl' to qO L' ap O.f E 8 IE 0 C SUBDIV. & LOT: OAKLAND LAKE (LOT 21) MODEIA 1452 XXX00-00 PROJECT*: 02784.000 PAGE: SECTIONS/ DETAILS 160 MPH EXP. C ARCHRECT: STATE OF FLORIDA 5 /23/18 SCALE: 1/4"=1'-0" 8HEET MAY 2 5 Z018 Permitting Department St. Lucie County, FL NAILING SCHEDULE ROOF DIAPHRAGM - ASPHALT SHINGLE X' ob.B. orb' CDX PLYWOOD - ad RING SHANK GUN NAILS * 4' O.G. * SUPPORTED PANEL EDGES AND Sol RING SHANK GUN NAILS * 6' O.C. * INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE Sd RING SHANK GUN NAILS * 4' O.C. EDGEWISE. 2x4 BLOCKING AT ALL PANEL JOINTS WITHIN 4'-0' OF GABLE END. ROOF DIAPHRAGM - GEMENTITIOUS TILE or METAL %' CDX EXTERIOR PLYWOOD or V APA-RATED 0.5,15. (AS PER MANUFACTURER'S INSTALLATION SPECIFICATIONS) - Sd RING SHANK GUN NAILS * 4' O.G. * SUPPORTED PANEL EDGES AND Sd RING SHANK GUN NAILS * 6' O.G. * INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE Sd RING SHANK GUN NAILS * 4' O.C. EDGEWISE. 2x4 BLOCKING AT ALL PANEL JOINTS WITHIN 4'-0' OF GABLE END. EXTERIOR WALL SHEATHING X' ObB. orb' PLYWOOD or X' ZIP BOARD SYSTEM - 8d RING SHANK GUN NAILS * 4' O.C. * PANEL EDGES AND Sd RING SHANK GUN NAILS 4' O.G. TOP 4 BOTTOM PANEL AND Sd RING SHANK GUN NAILS * 6' O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. NOTE: RING SHANK GUN NAILS SHALL BE PERMITTED AS AN ACCEPTABLE FASTENER FROM ANY MANUFACTURER NAIL REQUIREMENTS SIZE HEAD LENGTH DIAMETER TENSILE STRENGTH SHANK Sd ROUND, MODIFIED OR t 2 % 131 I oom RING (ib-20 RINGS PER INCH) Sd RING SHANK GUN NAILS a 4' O.C. TOP t 60TTOM EDGES TYPICAL EXTERIOR SHEATHING ATTACHMENT FOR WALL SHEATHING (O.S.B. TO BE STRUCTURAL GRADE) ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING T"YR, EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHNG (O,S$. TO BE STRUCTURAL GRADE) cSd RING SHANK GUN NAILS * 12' O.C. IN FIELD or Sd x 3' SCREW SHANK BALLISTIC ELECTRO GALVANIZED STRIP NAILS is 12' OL IN FIELD UNTHREADED SHANK t0 EXTEND BEYOND T 14MESS OF SUB -FLOOR SHEATHING TYi? 3/4' T4G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS NOTE: DIAGONAL BRACE * CENTER OF TRUSS SPAN or HIGHEST RIDGE. DIAGONAL BRACE TO BE * ANY SPAN 15'-0' OR GREATER (REFER TO TRUSS ENGINEERING FOR ADDITIONAL. HORIZONTAL TRUSS REINFORCEMENT) 0-0' - 30'-0' USE (1) X-BRACE 30'-1' - 60'-0' USE (3) X-BRACE (1) X-BRACE * CENTER 4 (2) BRACES DIVIDED EQUALLY FROM CENTER TO END STIFFBACK AT ALL UPRIGHTS OVER 4'-10, HIGH (AS PER TRUSS ENGINEERING) PLASTIC OR METAL WEEP SC SHOWN w/ CMU (FRAME CONDITION SAME X-BRACING REQUIREMENTS) GABLE X—BRACING 2x LBW (STUD SIZE, SPACING: 4 LOCATION PER PLAN) SECURE 2x TO CMU w/ (3)V x V ANCHOR BOLT w/ 2' WASHER SET IN SIMPSON OR USP HIGH STRENGTH EPDXY (6' MIN. EMBEDMENT) NOTE: (1) ANCHOR BOLT LOCATED 6' FROM TOP AND BOTTOM 4 (U NEAR MID -CENTER (U 15 ROAR VERTICALLY IN CONC. POURED CELL (LOCATION PER PLAN) CRETE SLAB (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) LINTERIOR BEARING -WALL FOOTING(SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) EXTERIOR'ej WALL FOOTING (SEE FOUNDATION PLAN FOR SITE AND REINFORCEMENT) INTERIOR LBW TO CMU INTERSECTION SCALE: 3/4'=1'-' SECURE TOP PLATES w/ 16d C"ON NAILS a 4' OC. 2-ROW5, STAGGERED NOTE: DO NOT SPLICE TOP PLATES WITHIN 6'-0' OF ENDS OF WOOD STRUCTURAL PANEL SHEAR WALLS. " THIS DETAIL APPLIES AT ALL EXTERIOR WALLS AND INTERIOR SHEAR WALLS. TOP PLATE SPLICE DETAIL i'RE-ENGINEERED GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES AT FIRST (2) BAYS (4'-0' OL. * SHEATHING SEAMS) (2) 2x4 SYP 02 DIAGONAL BRACE w/ (3) 12d NAILS * EAC4 TRUSS (DIAGONAL X-BRACING TO COVER B-TRUSSES PRE-ENGINEERED ROOF TRUSS DOUBLE TOP PLATE To STUD w/ SIMPSON SP4 (USP SPT4) * 32' O.C. MAX -2x STUDS * 16' O.C. MAX UNLESS NOTED OTHERWISE 2x CONTINUOUS STRESS BLOCKING * MID -WALL SECURE BOTTOM PLATE TO SLAB w/ lU 10d CUT NAIL * 32' O.C. MAX 4 na ONCRETE SLAB ' ' (SEE FOUNDATION PLAN FOR SIZE ZERIOR D REINFORCEMENT) BEARING WALL FOOTING (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) SINGLE STORY L.B.W. w/ NO UPLIFT PRE-ENGINEERED ROOF TRUSS SCALE: 3/4'=I'-O' TOP PLATE 2x WOOD or METAL STUDS * 24' O.C. MAX (NOT LOAD BEARING) 34' T4G SUBFLOOR (ATTACHMENT METHOD PER TRAILING SCHEDULE') -ENGINEERED FLOOR TRUSS DOUBLE TOP PLATE }' GYPSUM WALL BOARD 2x CONTINUOUS STRESS BLOCKING * MID -WALL 2x STUDS * 16' O.C. MAX UNLESS NOTED OTHERWISE SECURE BOTTOM PLATE TO SLAB w/ (U 10d CUT NAIL 32' O.C. MAX CONCRETE SLAB (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) INTERIOR BEARING WALL FOOTING (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) DOUBLE TOP PLATE TO STUD w/ SIMPSON SP4 (USP SPT4) 32' O.G. MAX 2x STUDS * 16' O.C. MAX UNLESS NOTED OTHERWISE 2x CONTINUOUS STRESS BLOCKING * MID -WALL ' GYPSUM WALL BOARD -SECURE BOTTOM PLATE TO SLAB w/ V x s' ANCHOR BOLT w/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY (OR EQUIVALENT) 6' EMBEDMENT MIN. * 32' O.C. MAX -STUD TO BOTTOM PLATE w/ SIMPSON SP4 (USP SPT4) * 32' OL. MAX CNTERIOR SLAB (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) BEARING WALL FOOTING (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) SINGLE STORY L.B.W. w/ UPLIFT PRE-ENGINEERED ROOF MSS SCALE: 3/4'=I'-O' {DOUBLE TOP PLATE To STUD w/ SIMPSON SP4 (USP SPT4) * 32' OL. MAX 2x CONTINUOUS STRESS BLOCKING * MID -WALL 2x STUDS * 16' O.C. MAX UNLESS NOTED OTHERWISE UST FLOOR STUDS TO 2ND FLOOR STUDS SECURED w/ SIMPSON OR USP MSTA36 34' T4G SUBFLOOR (ATTACHMENT METHOD PER'NAILING SCHEDULE') PRE-ENGINEERED FLOOR TRUSS OUBLE TOP PLATE 2x STUDS * 16, O.G. MAX UNLESS NOTED OTHERWISE ' GYPSUM WALL BOARD 2x CONTINUOUS STRESS BLOCKING * MID -WALL CURE BOTTOM PLATE TO SLAB w/ V x 13' ANCHOR BOLT w/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY (OR EQUIVALENT) 6' 7/ EMBEDMENT MIN. * 32' O.C. MAX STUD t0 BOTTOM PLATE w/ SIMPSON 5104 (USP 5PT4) * 32' " O.C. MAX CRETE SLAB (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) NTERIOR BEARING WALL FOOTING (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) A R C H I T E C T S pDesin op F G1 oul nc 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #.. 0003325 �mumi �eomoeacoog E 8 E O C L SiJHDiV. de LOT: OAKLAND LAKE {LOT 21) MODEL, 1452 X XX00-00 PROJECT#: 02784.000 PAGE: SECTIONS/ DETAILS 160 MPH EXP. C ARCHITECT STATE OF FLORIDA \r1 L.�/ TWO STORY L. B. W, w NO UPLIFT TWO STORY L.B.W. w/ UPLIFT �� CONT. 2x4 RAT-RJN ATTACHED TO EACH 19 TRUSS w/ (2)12d NAILS INSTALLED * MID -POINT OF TRUSS SPAN SHE or 10'-0' O.C. MAX APR 1 E-ENGINEERED TRUSS iYPSUM 50AW OR IIGH STRENGTH CEILING ARD 2x TOP PLATE iYPSUM WALL BOARD WOODS STUDS ® 24' O.G. rE PER PLAN) -.URE 50TTOM PLATE TO %5 w/ 10d MASONRY LS 6 32' O.C. MAX NCRETE SLAB :E FOUNDATION PLAN FOR E AND REINFORCEMENT) .RING WALL SCALE: 3/4'4-0' E-ENGINEERED TRUSS iYPSUM BOARD OR IGH STRENGTH CEILING ARD s TOP CHANNEL (25 GAUGE) CHANNEL TO TRUSS w/ YWALL SCREWS (EACH TRUSS t4' O.C. MAX) Ri&J;G/ fv1 s METAL STUDS (25 GAUGE) e O.G w/ FULL LENGTH LAYER OF TYPE GYPSUM WALLBOARD, ACHED TO EACH SIDE * 12' O.C. V BOTTOM CHANNEL (25 IGE) BOTTOM CHANNEL TO i5 w/ 10d x I' MIN. MASONRY - w/ WASHER ® 32' O.C. MAX CRETE SLAB FOUNDATION PLAN FOR AND REINFORCEMENT) ".IFIC. CONSULT HEIGHT LIMITS. RING WALL SCALE: 3/4'-1'-& /ERTICALLY IN CONC. POURED AND LOCATION PER PLAN) iCK rRIP MOLDING AROUND DOOR 'ACTURER'S SPECIFICATIONS) ZD STUD SECURED TO FILLED V x S' ANCHOR BOLTS w/ 2' i IN SIMPSON or USP HIGH .PDXY (MIN. 6' EMBEDMENT) GARAGE DOOR (BY OTHERS) STEEL VERTICAL TRACK 9 - INSTALLED PER RER'S SPECIFICATIONS) ARCHITECTS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 o E � V 0. a� Q 4 a F SO 4y 0 �^ N co V Y7 Oo N co M SlUBDIV. de LOT: OAKLAND LAKE (LOT 21) MODEL: 1452 XXt00-00 PROJECT#: 02'784.000 PAGE: SECTIONS/ DETAILS 160 MPH EXP. C ARCHrrECT- STATE OF FLOIADA 5/23/18 SdALE: 1/4"=1'-0" 1 SHEET D Q7 MAY 2 5 2018 Permitting Department St. Lucie County, FL VTCR (1) 0 E P' O.C. TYPICAL VALLEY TRUSS CONNECTION SCALE: 3/4'4.0' P.T. 2x STUD or 8' CMU BLOCK WALL P.T. 2x4 STUDS a 16' O.C. MAX (:2 SHOWER SEAT SCALE 3/4'40 WINDOW FRAME (DAARCH SCALE: 3/4'=1'-0' WATER RESISTANT BACKERBOARD (DENSHIELD) 1/2' DENSHIELD (SEAT DECK MUST BE SLOPED I/2' MIN. TO PAN) MAPELASTIC AQUA DEFENSE WATER PROOF MEMBRANE TO BE SITE APPLIED, MEMBRANE MUST OVERLAP SHOWER PAN LIP. (WATER PROOF MEMBRANE MUST GO UP OR OUT AT LEAST 4 INCHES) CAULK BEAD BETWEEN DENSHIELD AND FIBERGLASS PAN APPLIED PRIOR TO MEMBRANE INSTALLATION SHOVER PAN (FIBERGLASS OR CERAMIC) LINTEL 2) X' x 3' TAPCONS i AND e18' O.C. MAX PIN SIZE .145 ENT OF 1 y') 1 AND ale' O.C. MAX .ATHIWs ,HMENT METHOD SCHEDULE') POURED IN PER BLDR) A SECTION 2x RIDGE ONE SIZE LARGER THAN RAFTER SIZE w/ MIN. (3)12d NAILS or MIN. (4)10d GUN NAILS- Ix6 COLLAR TIE a EVERY OTHER RAFTER w/ MIN. (3)12d NAILS or MIN. (4)10d GUN NAILS, 2x RAFTER ix8 NAILER SECURED TO TRUSSES BELOW w/ (2)12d NAILS or (3)10d GUN NAILS 9 EACH TRUS$ RAFTER t0 TRUSS w/ SIMPSON MTS12 or USP MTWI2 (CREATE VOID FOR STRAP CONVENTIONALLY FRAMED ROOF SCALE: 3/4'■1'-0' 2x4 SECURED TO W (2)12d ® E> 2x4 SECURED TO Ga (2)12d SPACED 6' - 2x4 RAFTI SIMPSON L3 e BLOCKING 2x4 BLOCKING a E, 2x4 FRAMIN SIMPSON H2.5A e EACH RAFTER TAIL SIMPSON L3 e TOP OF EACH RAFTER 5 FRAMED OVERHANG ECURE 2x4 FLAT t0 BLOCK w/ CUT NAILS - 0 -- ❑ --- LSE CUR_ 2x6 MIN. TO BLOCK w/ MV x 5' ANCHOR BOLTS w/ 2' B WASHER SET IN SMPSON or USP HIGH STRENGTH EPDXY (MIN. 6' EMBEDMENT) CURE 2x6 MIN. TO BLOCK w/ (34 x 9' ANCHOR BOLTS w/ 2' WASHER SET IN SIMPSON or USP HIGH STRENGTH EPDXY (MIN. 6' EMBEDMENTEfl SECURE RAFTER TO BLOCKING BETWEEN TRUSSES w/ SIMPSON or USP MSTA24 SECURE BLOCKING TO TRUSS BOTTOM CHIORD w/ (3)12d NAILS a EACH END. PRE-ENGINEERED ROOF TRUSSES ROOF DECKING OVER PRE-ENGINEERED ROOF TRUSSES GARAGE DOOR BUCK ATTACHMENT SCALE; 3/4'=1'-0' ' TEXTURED CEMENTITIOUS COATING MIN. (PER ASTM C926) OVER CMU GALVANIZED STEEL TRACK BRACKETS (BY OTHERS - INSTALLED TO 2x6 P.T. BUCKS PER MANUFACTURER'S SPECIFICATIONS) B SECTION SCALE: N.Tb. ri'RE-ENGINEERED TRUSS $" GYPSUM BOARD OR J' HIGH STRENGTH CEILING BOARD SINGLE 2x TOP PLATE GYPSUM WALL BOARD 3x WOODS STUDS ® 24' O.G. (SIZE PER PLAN) SECURE BOTTOM PLATE TO SLAB w/ 10d MASONRY NAILS 6 32' O.C. MAX CONCRETE SLAB (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) INTERIOR NON -BEARING WALL SCALE: 3/4'-I'-0' r"IE-ENGINEERED TRUSS ' GYPSUM BOARD OR BHIGH NGTCEILING OARD 3 a TOP CHANNEL (25 GAUGE) TOP CHANNEL TO TRUSS w/ DRYWALL SCREWS (EACH TRUSS or 24' O.C. MAX) #" GYPSUM WALL BOARD -3 %' METAL STUDS (25 GAUGE) a 24' O.0 w/ FULL LENGTH LAYER OF 112' TYPE GYPSUM WALLBOARD, ATTACHED TO EACH SIDE a 12' O.C. %' BOTTOM CHANNEL (25 GAUGE) BOTTOM CHANNEL t0 SLAB w/ 10d x IN MIN. MASONRY NAIL w/ WASHER a 32' O.C. MAX 1ONCREtE SLAB SEE FOUNDATION PLUM FOR 61ZE AND REINFORCEMENT) NOTE: STUD GAUGE IS HEIGHT SPECIFIC. CONSULT w/ MANUFACTURER ON STUD HEIGHT LIMITS. INTERIOR NON -BEARING WALL METAL STUDS SCALE: WO-0 (U RP -BAR VERTICALLY IN CONC. POURED CELL (SIZE AND LOCATION PER PLAN) WEATHER STRIP MOLDING AROUND DOOR (PER MANUFACTURER'S SPECIFICATIONS) 2x6 P.T. WOOD STUD SECURED TO FILLED CELL w/ (3)V x V ANCHOR BOLTS w/ 2' WASHER SET IN SIMPSON or USP HIGH STRENGTH EPDXY (MIN, 6' EMBEDMENT) r MIN SLIDE OVERHEAD GARAGE DOOR (BY OTHERS) V MIFDM K 5LV�ALVANIZED STEEL VERTICAL TRACK (BY OTHERS - INSTALLED PER MANUFACTURER'S SPECIFICATIONS) A R C H I T E C T S Grou � �n. 1441 N. RONALD REAGAN BLVU. LONG WOOD, FL 32750 PH: 407-77"078 FAX:407-774-4078 www.abd esigngFOUP.COM AA #: 0003325 r 01111111111 �oovov0000� sysDM & LOT: OAKLAND LAKE (LOT 21) MODEL: 1452 XXx00-00 PROJECT#: 02784.000 PAGE: SECTIONS/ DETAILS 160 MPH EXP. C ARCHRECT STATE OF FLOFIDA AP/? 73 2 /18 4"=1'— 0" PREFORMED CONTROL JOINT FLANGE OF CONTROL JOINTS TO BE WIRE TIED TO LATH 0 9' O.C. MAX (VERT.). NOTE: DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ Y8' LEG MAY BE USED TO TEMP. SECURE CONTROL JOINT DURING INSTALLATION TEMPORARY STAPLES TO BE REMOVED AFTER INSTALLATION FASTENERS TO BE SPACED 6 1' O.C. MAX VERTICALLY LATH SHALL NOT BE CONTINUOUS THROUGH CONTROL JOINTS BUT SHALL BE STOPPED AND TIED AT EACH SIDE. PER A5TM C1063 1.10.1.4 NOTE: 1. FASTENERS FOR LATH TO BE NAILS OR STAPLES IN COMPLIANCE W/ ASTM C1063 2. WIRE TIES TO BE (NO. 18) 0.0415' WIRE 1 BLOCKING SHOWN MAY BE IN ADDITION TO WALL STUDS REQUIRED PER PLAN CUT TWO PIECES OF FORM FLASH I — APPROX. 6" LONGER THAN THE WIDTH OF PIPE OPENING LOCTITE SPRAY ADHESIVE DIRECTLY TO 055 AROUND PENETRATION 'OR LESS PIPE PENETRATION —� STARTING WITH THE BOTTOM HALF OF THE PIPE, REMOVE THE RELEASE LINER AND FOLD (S THE FORM FLASH 1 IN HALF (LENGTH WISE WITH ADHESIVE TO THE EXTERIOR) ALIGN THE PROTECTO FORM FLASH I WITH THE CENTER OF THE PIPE. ADHERE FORM FLASH I TO THE BOTTOM HALF OF THE PIPE AND WRAP AROUND THE PIPE. PER FBC R103.1.1 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 SHALL COMPLY WITH A5TM C 1063-12A STEP 1 INSTALL FASTENERS (CLIPS, STRAPS, STAPLES) AS REQUIRED TO SECURE PIPE/ WIRE TO FRAMING . PIPE PENETRATION DETAIL eJ BCALE; Ii78. s" THICK, 3 COAT CEMENT PLASTER WRB LAYER #2, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) APPROVED METAL LATH FASTENED a1" (VERT.) O.C. MAX AT SUPPORTS WRB LAYER'1, STUCCOWRAP (OR APPROVED EQUAL) WOOD SHEATHING PROTECTED FLASH TAPE BEHIND CONTROL JOINT PROVIDE 2X4 BLOCKING PLACED FLAT MAX. 6" TO 8® FROM CONTROL JOINT WHEN CONTROL JOINT FALLS ON STRUCTURAL STUD i TYPE "M" CONTROL JOINT NOTE: APPLY SEALANT AT 'M' CONTROL JOINT END TO END CONDITIONS USE FINGERS TO MOLD THE REMAINING HALF OF THE FORM FLASH I TO THE SHEATHING, MAKING SURE THE FORM FLASH 1 IS TIGHT TO THE PIPE AND TO THE SHEATHING WITH MINIMAL AIR POCKETS OR BUBBLES. STEP 2 SECTION TAKE SECOND PIECE OF FORM FLASH 1 AND APPLY IT TO THE TOP HALF OF THE PIPE IN THE SAME MANNER, MAKING SURE THE OVERLAP AREAS ARE PRESSED DOWN TIGHT TO THE PIPE AND SHEATHING. TAPE WRB LAYER 1, STUCCOWRAP (OR APPROVED EQUAL) DIRECTLY TO SHEATHING WRB LAYER "2, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH PROTECTO FORM FLASH 1 CONFORMABLE AIR/VAPOR BARRIER TAPE DIRECTLY TO SHEATHING :AY ADHESIVE 055 AROUND V C COATING /ED EQUAL) 0/ C.Y. FINISH (SEE TYP WALL SECTION) NOTE: SIDE LAPS OF METAL PLASTER BASES SHALL BE SECURED TO FRAMING MEMBERS. THEY SHALL BE TIED BETWEEN SUPPORTS WITH 0.0415-IN. (1.21-MM) WIRE AT INTERVALS NOT MORE THAN 9" (229-MM). AS PER ASTM CI063 1.8.1. NOTE: FOR REPAIR OF TEARS IN WRB LAYERS, TEARS MAY BE PATCHED PEEL 4 STICK WOOD STU SHEATH WRB M TAPED T SHEATHING wl WI 02 OVER TOP. Wf #2 TO BE LAPPE_ VERTICALLY 6" MIN. STUCCO OVER METAL LATH. METAL LATH TO HAVE 1' VERTICAL LAP MIN. HORIZONTAL LATH & PAPER DETAIL SIDING FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) KTA 2 PAPER LAP WOOD SHEATHING WATER RESISTIVE BARRIER LAP SIDING (PER BUILDER) MINIMUM LAP (PER MANUF. SPECS) WEEP SCREED STARTER STRIP (PER MANUF. SPECS) MINIMUM CLEARANCE (PER MANUF. SPECS) 5'Xl" CONTINUOUS GALV. METAL STEP FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL ADHERED SHINGLES TRIMMED TO COVER FLASHING STRIP O�L�'xtFLASHING _ Ki APPROVED BUILDING WRAP SHALL BE LAPPED A MINIMUM OF 6" 'a VERTICAL LAPS (ROLL ENDS) E 6" g HORIZONTAL LAPS. LATH VERTICAL LAP TO BE P METAL LATH TAPE WRB LAYER M, STUCCOWRAP (OR APPROVED EQUAL) DIRECTLY TO SHEATHING 1- MIN LATH LAP, 4' OVER ALL LAP - VERTICAL LATH & PAPER DETAIL STUCCO a" THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER #2, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) TAPE WRB LAYER 1, STUCCOWRAP (OR APPROVED EQUAL) DIRECTLY TO SHEATHING SHEATHING LEGEND DRAINAGE PLANE (WRB LAYER *1, 5TUCCOWRAfz OR APPROVED EQUAL) WRB LAYER *2 (FORTIFIBER BUILDING PAPER OR APPROVED EQUAL) METAL LATH X X X X STUCCO I$' WOOD SHEATHING zii�T/� SELF-ADHESIVE FLASHING NOTE: METAL LATH: LATH TO BE PER FBC R103.1.1 / A5TM C-841-09, MIN. 2.5 LB& PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WRB: WATER RESISTIVE BARRIER A R C H I T E C T S 1441 �\. RVIY,4LY RLHUNIY DLV U. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-7744078 www.abdesigngroup.com AA #: 0003325 r �"'lllllll ��ovvovoovv� E 8 4) O C L �tmnrv. 8e i.OT: OAKLAND LAKE (LOT 21) MODEL, 1452 moo—oo PROJECT& 02"784.000 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C AP10jrrECT.- STATE OF FLORIDA 41 yY 2e,4? D±!t. 4V12 /18 SC M:1/4"=1'-C WA1 $' THICK, 3 COAT CEMENT PLASTER STEP FLASHING OVERLAPS KICKOUT DIVERTER I' MIN. STEP FLASHING FELT UNDERLAYMENT SHINGLE ROOFING DRIP EDGE: OVERLAP 3', EXTEND 1/2' BELOW SHEATHING, MECHANICALLY FASTEN 4' O.C. MAX. NOTE: INSTALL KICKOUT FLASHING AT BOTTOM OF ROOF e WALL INTERSECTIONS APPLY SEALANT AT TOP 4 SIDES OF ELEC. METER BOX AFTER STUCCO INSTALLATION WRB LAYER *2, PORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) WRB LAYER 01, STUCCOWRAP (OR APPROVED EQUAL) TAPED DIRECTLY TO SHEATHING LAP LAYERS OF BUILDING WRAP OVER NAILING FLANGE, STOP WRB APPROX. 1 V ABOVE SHINGLES 5ELF-ADHERING FLASHING DRYFLEKT KICKOUT DIVERTER Ew:hla 5 KKIICKOUT DETAIL 7ECEIVE I COAT OF 5HER-CRETE -ONCRETE WATERPROOFER or :OAT PRIOR TO ELEC. METER ON ELECTRICAL CONDUIT PENETRATION � scale: nLrs. (PER 3/WAI) ELEC. METER FIELD VERIFY LOCATION ELEC. METER FIELD VERIFY LOCATE SEALANT ON TOP 4 SIDES ON CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANATE-POLYBLEND FOAM ('GREAT STUFF' OR SIMILAR)I I —FLASH OPENING WITH PROTECTO FORM FLASH I SELF ADHERING FLASHING PER FLASHING METHOD AS DESCRIBED IN DETAIL 3 OF WA1 'PIPE PENETRATION DETAIL' APPLY I COAT OF SHER-CRETE FLEXIBLE CONCRETE WATERPROOFER 2" LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT WRB LAYER *I, STUCCOWRAP (OR APPROVED EQUAL) WOOD SHEATHING VENT CAP 15 TO BE SET IN CONTINUOUS BED OF SEALANT. ONE-PEICE HOODED VENT ATTACHED PER MANUP. SPECIFICATIONS APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ON ALL SIDES,y' SEALANT -s JOINTS ALL AROUND ' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER *2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) BUILDING PAPER DRYER VENRAME) OVER 'QUICK FLASH' UtiE: Nxs. T (FPIPE THROUGH WALL TRUCTION SHEATHING WOOD FRAMED WALL BUILDING PAPER UNDER 'QUICK FLASH' WOOD SHEA WRB LAYER M. 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER 02, WOOD FORTIP15ER CONSTRUCTION BUILDING PAPER (OR 8' CMU APPROVED EQUAL) J' THICK, 3 COAT CEMENT PLASTER Ys" TO 1/8' MID -WALL WEEP SCREED 6' 5ELF-ADHERING FLASHING HORIZONTAL WEEP SCREEI (FRAME TO FRAME ni. wi t. irn AVENT PENETRATION SCALE: N.TA WRB LAYER *2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH -1/8' TEXTURED FINISH 6 WOOD FASTEN TO WOOD STRUCTURAL MEMBER tv i' O.C. MAX )/,o' TO V MID -WALL WEEP SCREED -6' WIDE STRIP SELF ADHERING FLASHING, CLEAN MASONRY BEFORE APPLYING -TEXTURED FINISH 6 MASONRY HORIZONTAL WEEP SCREE; E: N_Tb. '7B 3CGL(FRAME TO BLOCK NOTE: PROTECTED FLASH TAPE BEHIND WEEP SCREED 4 APPLY SEALANT AT WEEP 5CREED END TO END JOINTS CUT ENOUGH PROTECTO FORM FLASH I PIECES TO COVER BOX 4' PAST EACH SIDE. STARTING AT THE BOTTOM OF THE BOX, REMOVE RELEASE LINER AND APPLY PROTECTO FORM FLASH 1 IN A SINGLE FASHION TO COMPLETELY COVER THE BOX. WOOD SHEATHING WRB LAYER *I, 5TUCCOWRAP (OR APPROVED EQUAL) PROTECTO FORM FLASH I SELF ADHERING FLASHING APPLY 60 MIN GRADE 'D' FELT OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP WRB LAYER 02, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) STEP 1 Lw9AtI NOTE: ATTACH PER MANUR SPECIFICATIONS MAKE AN 'X' CUT THROUGH THE PROTECTO FORM FLA514 1 IN THE CENTER OF THE BOX OR OUTLET OPENING EXTENDING TO NO CL05ER THAN I'TO CORNER APPLY E-Z BEAD (OR APPROVED EQUAL) OVER 60 MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS STEP 2 STEP 5 TEXTURED CEMENTITIOUS COATING: PREMANUR DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT 6 ALL SIDES DRYER VENT (BLOCK) V 1J 8CAI XTA PER FBC R103.1.1 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 SHALL COMPLY WITH A5TM C 1063-12A LEGEND DRAINAGE PLANE (WRB LAYER *I, STUCCOWRAP OR APPROVED EQUAL WRB LAYER *2 (FORTIF15ER BUILDING PAPER OR APPROVED EQUAL) METAL LATH x x x x STUCCO WOOD SHEATHING 5ELF-ADHESIVE FLASHING NOTE: METAL LATH: LATH TO BE PER PBC R103.1.1 / A5TM C-841-091 MIN. 25 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) PUSH THE PROTECTO FORM FLASH I INTO THE OPENING AND ADHERE TO THE INTERIOR OF THE BOX, ELA5TOMERIC COATING (OR APPROVED EQUAL) OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH EXTERIOR �9 ELECTRICAL RECEPFaKTA TACLE A R C H I T E C T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 �I"III"'I L0000vvvoo� 8 N E 0 c 9V13DIV. & I.OT: OAKLAND LAKE (LOT 21) MODEX4 1452 xXX00-00 PROJECT#: 02784, 000 PAGE: WALL ASSEMBLY DETAILS 1W MPH EXP. C MCHRECT: STATE OF FLORDA SHEET 12/18 4"=1'-0 WOOD SHEATHING WOOD CONSTRUCTION %' HAT CHANNEL W/ V TYPE 'X' DRYWALL WOOD SHEATHING WRB LAYER M. - 5TUCCOWRAP (OR APPROVED EQUAL) $' THICK, 3 COAT — CEMENT PLASTER WRB LAYER 1, 5TUCCOWRAP (OR APPROVED EQUAL)\ AMIGO AM66-WFWC-180 J CUSTOM CASING BEAD (OR APPROVED EQUAL) DO NOT CAULK OR SEAL GAP WR15 LAYER M, STUCCOWRAP (OR APPROVED EQUAL) WRR LAYER 02, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) J' THICK, 3 COAT CEMENT PLASTER AM66-WFWC-180 CUSTOM CASING BEAD (OR APPROVED EQUAL) WRB LAYER *I, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER "2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) �I '? 6' SELF-ADHEREING FLASHING WRAPPED 6 CORNER OF CANTILEVER a AMIGO AM66-WFWC-180 CUSTOM CASING BEAD (OR APPROVED EQUAL) (W/OPT. WEEPS) CASING BEAD DETAIL ® CANT. FINISH LAYER (2 LAYER PEEL 4 STICK) 6' PEEL 4 STICK a DRIP EDGE TO DECK 1 �'XI %4' P.T. OR SIMULATED WOOD (TREX) FILLER (OR APPROVED EQUAL), CONTINUOUS WATER PROOFING lot LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER 6' PEEL 4 STICK 6 DRIP EDGE TO DECK SUB FLOOR FULL SHEETS OF PEEL 4 STICK I VX1 %4' P.T. OR SIMULATED WOOD (TREX) FILLER (OR APPROVED EQUAL), CONTINUOUS Y' GAP FOR BACKER ROD 4 SEALANT THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) CASING BEAD VINYL (OR APPROVED EQUAL) BEAD VINYL (OR APPROVED EQUAL) CA51NG BEAD `1110OMPONENTS PULLED -\ 1 APART FOR CLARITY LEGEND DRAINAGE PLANE (WRB LAYER 1, STUCCOWRAP OR APPROVED EQUAL WRB LAYER '12 (FORTIF15ER BUILDING PAPER OR APPROVED EQUAL) METAL LATH X X X X STUCCO _ a WOOD SHEATHING SELF-ADHESIVE FLASHING EQUAL) CASING BEAD I 5/8' TYPE "X' DRYWALL W/TEXTURED 4 PAINTED FINISH !'THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) CORNER BEAD VINYL (OR APPROVED EQUAL) CASING BEAD 3' 26 CAA. GALV. METAL DRIP iE SET IN FULL BED OF SEALANT,' SPACE FROM DRIP FACE TO TREX iAP FOR BACKER ROD 4 SEALANT 1 (OR APPROVED EQUAL) CA51NG BEAD ,THER RE5ISTIVE BARRIER "1 THER RESISTIVE BARRIER 02 --DECK MEMBRANE, EXTEND OVER DRIP EDGE -3" X 3" 26 GA. GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT, Y" MIN. SPACE FROM NOTE: METAL LATH: LATH TO BE PER FBC R103.1.1 / A5TM C-841-09, MIN, 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WOOD CONSTRUCTION WEATHER RE515TIVE BARRIER I WEATHER RE515TIVE BARRIER 12 $' THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING HEADER/BEAM VINYL CORP. (OR APPROVED EQUAL) 4' POSITIVE DRAIN WEEP 5CREED NO GAP IN FIELD (514OWN FOR CLARIFICATION OF SEPARATE ACCE55ORIES ONLY) R DRIP EDGE INSTALLATION , KT& Y' GAP FOR BACKER` ROD 4 SEALANT VINYL (OR APPROVED EQUAL) CASING BEAD WATER PROOFING lot LAYER (2 LAYER PEEL 4 STICK) PEEL 4 STICK SUB FLOOR DRIP FACE TO TREX MODIFIED '30 VINYL (OR APPROVED EQUAL) CA51NG BEAD 1 VXI V P.T. OR 51MULATED WOOD (TREX) WATER PROOFING lot LAYER (2 LAYER FILLER (OR APPROVED EQUAL), CONTINUOUS PEEL 4 STICK) WRAPPED FROM BALCONY Y4" GAP FOR SEALANT 4 DECK TO CANTILEVER OPT. BACKER ROD a' THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD 5HEATHING WEATHER RESISTIVE BARRIER "1 WEATHER RESISTIVE BARRIER 02 4' P051TIVE DRAIN WEEP 5CREED NO GAP IN FIELD (SHOWN FOR CLARIFICATION OP SEPARATE ACCE55ORIE5 ONLY) BALCONY DRIP EDGE INSTALLATION 1D AG&EsKM I mCOMPCNENTS PULLED APART FOR CLARITY " THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) CASING BEAD VINYL (OR APPROVED EQUAL) BEAD VINYL (OR APPROVED EQUAL) CA51NG BEAD NOTE: SET RAILING LAG BOLT ATTACHNMENTS IN SEALANT, WHERE APPLICABLE 2x FRAMING MEMBER J' THICK, 3 COAT CEMENT PLASTER CORNER BEAD FASTENED TO SHEATHING 6 1' O.G. MAX. WRB LAYER 1, 5TUCCOWRAP (OR APPROVED EQUAL) WOOD SHEATHING METAL LATH WRB LAYER *1, PORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) @�000R!NER BEAD @ FRAME CORNER BEAD (FASTENER 4 SPACING 9 I' O.C.) W THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO CONCRETE MASONRY UNIT SCORNER BEAD ® BLOCK 1 D ac", KT& COLUMN SHEATHING WEATHER RESISTIVE BARRIER WEATHER RESISTIVE BARRIER 02 6" 5ELF ADHERING 4 FLASHING PEEL 4 STICK 1 X2"x3' 'L' FLASHING FULLY EMBEDDED IN ROOF CEMENT 1 Yz" X 3" 26 GA. GALV. METAL DRIP EDGE SET IN FULL BED OF 5EALANT,/Y MIN. SPACE FROM DRIP FACE TO TREX WEATHER RESISTIVE BARRIER 01 WEATHER RE515TIVE BARRIER 02 EXTERIOR COLUMN COLUMN SHEATHING 6" SELF ADHERING 4 FLASHING 1 Y"x3' 'L' FLASHING FULLY EMBEDDED IN ROOF CEMENT ' X 3' 26 GA. GALV. METAL DRIP EDGE 77-7777 SET IN FULL BED OF SEALANT, Y' MIN. SPACE FROM DRIP FACE TO TREX ON ALL 4 SIDES OF COLUMN VINYL (OR APPROVED EQUAL) CASING BEAD WATER PROOFING 1st LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING WEATHER RE515TIVE BARRIER *1 WEATHER RE515TIVE BARRIER *2 4' POSITIVE DRAIN WEEP 5CREED NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) BALCONY DRIP EDGE INSTALLATION ® COLUMN W/ " L" FLASHING A R C H IT E C T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigrigroup.com AA #: 0003325 L DODOOODO�J E 8 0 E 0 C L stmDIV. & LiOT: OAKLAND LAKE (LOT 21) MODEI.e 1452 XXX00-00 PROJECT& 02784.000 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHFECT= STATE OF FLOFIIDA `7 DA'J : 4/12/18 S3C,0:1/4"=1'-0" SHEET A3 WOOD SHEATHING WRB LAYER *I, STUCCOWRAP (OR APPROVED EQUAL) WRB LAYER *2, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH ' THICK, 3 COAT CEMENT PLASTER 6 SELF -ADHERING FLASHING WINDOW FLANGE ---�` WRB LAYER M, STUCCOWRAP (OR APPROVED EQUAL) WRB LAYER *2, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH " THICK, 3 COAT CEMENT PLASTER 6" SELF -ADHERING FLASHING DRIP CAP WINDOW FLANGE CASING BEAD @ WINDOW FRAME, NO BAND 1 JH 81: 4-5 HTA WRB LAYER *1, STUCCOWRAP (OR APPROVED EQUAL) WOOD SHEATHING WRB LAYER 02, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH (EXPLODED 8" THICK, 3 COAT VIEW FOR CEMENT PLASTER CLARITY) WOOD CONSTRUCTION BEYOND WOOD SHEATHING WEATHER RESISTIVE BARRIER *1 WEATHER RESISTIVE BARRIER #2 " X 1 Y4" LAP SIDING W/6" REVEAL 6' SELF -ADHERING FLASHING STARTER STRIP PER MANUFACTURER'S INSTALLATION — INSTRUCTIONS DO NOT CAULK OR SEAL OPENING GALVD METAL 'V FLASHING STUCCO CASING BEAD SIDING TO STUCCO C�? BLOCK TO FRAME TRANSITION WOOD SHEATHING WEATHER RESISTIVE BARRIER M WEATHER RESISTIVE BARRIER *2 %' X 1 Y' LAP SIDING W/6 REVEAL 6' SELF -ADHERING FLASHING STARTER STRIP PER MANUFACTURER' INSTALLATION INSTRUCTIONS DO NOT SEAL OPENING GALV'D METAL "Z' FLASHING E-Z BEAD VINYL (OR APPROVED EQUAL) CASING (W/Ys' FLEXIBLE PVC BACKER ROD) 6' SELF -ADHERING FLASHING Ys" THICK, 3 COAT CEMENT PLASTER WEATHER RESISTIVE BARRIER *I WEATHER RESISTIVE BARRIER *2 WOOD SHEATHING WRB LAYER *I, STUCCOWRAP (OR APPROVED EQUAL) WRB LAYER *2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH 8' THICK, 3 COAT CEMENT - PLASTER WOOD SHEATHING ---'" WRB LAYER'1, STUCCOWRAP (OR APPROVED EQUAL) WRB LAYER *2, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) ANGLED CASING BEAD (Ex MEMETAL LATH 6 SELF -ADHERING FLASHING VIEW � .� 8 THICK, 3 COAT D I CAP CLARITY) CEMENT PLASTER WINDOW FLANGE WRB LAYER *I, STUCCOWRAP (OR APPROVED EQUAL) WRB LAYER *2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH ' THICK, 3 COAT CEMENT PLASTER 6'SELF-ADHERING FLASHING DRIP CAP CASING BEAD @ WINDOW WINDOW FLANGE (FRAME, W/ BAND) 11 JD WcAl P, XTa 6' SELF -ADHERING FLASHING WEATHER RESISTIVE BARRIER '"I WEATHER RESISTIVE BARRIER *2 STARTER STRIP PER MANUFACTURER'S INSTALLATION INSTRUCTIONS 6" SELF -ADHERING FLASHING GALV'D METAL "Z' FLASHING DO NOT CAULK OR SEAL OPENING GALV'D METAL 'IZ' FLASHING WOOD CONSTRUCTION BEYOND 6' SELF -ADHERING FLASHING WEATHER RESISTIVE BARRIER *I TO LAP 6' MIN. ABOVE TOP OF "Z' FLASHING WEATHER RESISTIVE BARRIER I WEATHER RESISTIVE BARRIER *2 GALV'D METAL 'Z' FLASHING DO NOT CAULK OR SEAL OPENING WEATHER RESISTIVE BARRIER *I TO LAP 6' MIN. ABOVE TOP OF 'T FLASHING 6' SELF -ADHERING FLASHING WEATHER RESISTIVE BARRIER *I E-Z BEAD VINYL (OR APPROVED EQUAL) CASING (W/Ys' FLEXIBLE PVC BACKER ROD) WEATHER RESISTIVE BARRIER *2 SIDING TO STUCCO ,@ FRAME TO FRAME TRANSITION LEGEND DRAINAGE PLANE (WRB LAYER *I, STUCCOWRAP OR APPROVED EQUAL) WRB LAYER *2 (FORTIFIBER BUILDING PAPER OR APPROVED EQUAL) METAL LATH X X X X STUCCO 4d a WOOD SHEATHING SELF-ADHESIVE FLASHING NOTE: METAL LATH: LATH TO BE PER FBC R103.1.1 / ASTM C-841-09, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) rSEALANT— WINDOW FRAME WINDOW FLANGE 2X FRAMING MEMBER BUILDING WRAP $' THICK, 3 COAT CEMENT ? T PLASTER IX TRIM MEMBER 6 STUCCO TINS METAL LATH M TO TRIM TO SIDING TRANSITION WRB LAYER *2, FORTIFIBER SIDING BUILDING PAPER (OR APPROVED EQUAL) WOOD SHEATHING WRB LAYER *I, STUCCOWRAP (OR APPROVED EQUAL) SIDING TO STUCCO (; �CASING BEAD 1 `t BGALEe ►lTA (am-BEGfPON) WOOD SHEATHING METAL LATH WRB LAYER *I, STUCCOWRAP (OR APPROVED EQUAL) WRB LAYER *2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) s" THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) ANGLED CASING BEAD $' THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) CASING BEAD WRB LAYER M, STUCCOWRAP (OR APPROVED EQUAL) CASING BEAD 6' SELF ADHERING FLASHING OR PEEL 4 STICK WOOD SHEATHING WRB LAYER *I, STUCCOWRAP x (OR APPROVED EQUAL) WRB LAYER 02, FORTIF15ER >t BUILDING PAPER (OR APPROVED EQUAL) METAL LATH ' THICK, 3 COAT CEMENT (EXPLODED PLASTER VIEW FOR CLARITY) CASING BEAD @ RAISED 1 KT AND FRAME GA P IYP METAL LATH `w1 �Ao To WINpSEALANT TO OIU WRB LAYER *2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) WOOD SHEATHING WINDOW FRAME WRB LAYER *1, Si UCCOWRAP (OR APPROVED EQUAL) 6' WIDE PEEL # STICK /\ OVER FLANGE E-Z BEAD VINYL (OR APPROVED EQUAL) CASING 2, (W/Ys' FLEXIBLE PVC BACKER ROD INCLUDED) #APPLY FULL BED OF SEALANT BETWEEN FLANGE i BUILDING WRAP KTA I7 EEZ BEAD WINDOW CASING $' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER *2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) E-Z BEAD VINYL (OR APPROVED EQUAL) CASING (W/l' FLEXIBLE PVC BACKER ROD INCLUDED) WRB LAYER 1, STUCCOWRAP (OR APPROVED EQUAL), WRAPPED AROUND FRAMING MEMBER / 6' SELP ADHERING FLASHING WOOD SHEATHING DETAIL EXPLODED FOR CLARITY A R C H I T E C T S +11- M mwl'n V KCHUMN 6LVU. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigrlgFO UP.COM AA #: 0003325 J E 8 0 O C L r DM & LOT: OAKLAND LAKE (LOT 21) MODEL: 1452 xxxoo-00 PROJECT& 02784, 000 PACE: WALL ASSEMBLY DETAILS 160 MPH EXF. C ARCHITECT= STATE OF FLON 4PR �. DA 4/12/18 LAC :1/4"=1'-0" SHEWA4 ET CUT HOUSEWRAP AT 45a ANGLE MODIFIED 'T GUT IN HOUSEWRAP LINE OF WINDOW OPENING APPROVED HOU5EWRAP OVER SHEATHING OVER WD STUD WALL STEP 1 WINDOW FLASHING INSTALLATION DETAILS (FULL WRAP lU NTb. (FRAME) WALL FLASHING INST. DETAIL (MASONS TION TEMPORARILY FOLD -UP 4 SECURE HOU5EWRAP (OR ""' "' "P UNDER) at HEAD POLE) HOU5EWRAP IN AT JAM55 i SILL SLOPE SILL R.O. TO EXTERIOR INSTALL 6" SELF -ADHERING FLASHING OVER NAILING FLANGE AT JAM55 EXTEND FLASHING MIN I" BELOW SILL FLEXIBLE FLASHING DO NOT SEAL 50TTOM FIN APPLY 081 H2U (OR EQUAL) SEALANT • UANDOW/CMIi JOINT. FLUID APPLIED PLASHING (LANCO WHITE -SEAL RC-865 OR EQUAL). STEP airs u SLOPE SILL TO EXTERIOR APPLY 348" NOM. CONTINUOUS BEAD OF SEALANT AT JAM55 AND HEAD or APPLY TO BACK OF WINDOW NAILING FLANGE IN ALIGN FLEXIBLE LINE W1 PRE -PUNCHED HOLES 5ELF-ADHERING OR SLOTS. FLASHING W1 INT. EDGE OF SILL RO. MECHANICALLY FASTEN FANNED i EDGES. (CAP NAILS, STAPLES) SUPER STRETCH BUTYL FLASHING INSTALL SELF -ADHERING —� STEP 3 81 VERT. END FLEXIBLE FLASHING AS THE DAMS REQ'D. AT FLASHING AT THE SILL EACH END OF SILL 6' 5ELF-ADHERING OVER VINYL HEAD G (WITH END DAMS) NAILING FLANGE EXTEND SELF -ADHERING FLASHING I' MIN 5EYOND JAMS FLASHING INSTALL VINYL DRIP CAP 15EWRAP DOWN 4 DIAGONAL CUT 4 HEAD OF WINDOW STEP 4 INSTALL A SILL DAM OVER THE 5UILDING WRAP AT THE 5ACK OR THE SILL AND THEN INSTALL THE 5ELF-ADHERING STRETCHABLE FLASHING 4 APPLY SEALANT AT ENDS OF SILL DAM INSTALL WINDOW PLL LEVEL AND SQUARE f MANUFACTURERS WRI1 IN5TRUCTI APPLY MEMBRANE FLASHING OVER JOINT INSTALL 6" WIDE ADHESIVE SACKED FLEXIBLE FLASHING MATERIAL OVER DRIP CAP JOINT (PROTECTO-WRAP 5T-20XL OR APPROVED EQUAL) STEP 5 "ILJUA v NOTE: 1. IT 15 THE CONTACTORS RESPON515ILTY TO VERIFY THE COMPAT151LITY OF ALL PRODUCTS INCLUDING HOU5EWRAP, SEALANTS 4 SELF -ADHERING FLASHING MATERIALS USED DURING CONSTRUCTION. 2. INSTALL ALL MATERIALS PER MANUFACTURERS WRITTEN SPECIFICATIONS 4 WARRANTY REQUIREMENTS. WARNING: SEALANTS AND SELF ADHERED FLASHING MAY REACT ADVERSELY IF NOT COMPATIBLE. NOTE: SEAL INTERIOR PERIMETER OF WINDOW WITH SEALANT A R C H I T E C T S Design YOU Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r - �0000vovvv� pE U 0 E C SU83DI'V. & LOT: OAKLAND LAKE (IAT 21) MODEU 1452 M00-00 PROJECT#: 02784.000 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCfQTECT- STATE OF FLOEUDA 4/12 /18 SCALE: 1 /4"=1 SHEET