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Home My WebLink AboutCONSTRUCTION PLANPlanning Et Development Services Degsdrtment Y .fill i'f Building & Regulations l)ivisiori Product Review Affidavit Building Permit, a Owners Name Applicant: Product MoadO Number Opening Dosign Product Rated Manufacture( Product Oat[Type Method, of Attachment Pressures Design Prestlare Approval Number Windows Stares 4700 43137,142,62 y:SCi Mho M Ply (.km FL.14039•R2 Non Impact Elise 311.6" 1TW Iaapccm with single Hung Flange atif7icient length to achieve 1. 114„ 25-SI.A Egress minimtnrt caxtbodment, Required anchors: Head (2). Jamb (3) each window. Windows Series 4 700 37 371.4162 +5fk-60l)P P]y Gem F'"L14()39-R2 Non Impact One 3,16" 11V'f'rspoon with Single Hung Flange sufficient length t0 achieve 1 114" 25-SI-I Egress minimum embedment. Required Ttmp. farichcma Heard (2), Jamb (3) Each window. Windows Swrncs 4700 +•32,37/ 42,62 +"50460 DP Ply Gern FI.14019mR2 No, urlaact One 316" TFW Tapcon with Single HLing Flange sufficient nt length to achieve 1 1X, (2)-5-41.i ininitnurn embodment. Required Egress arches. Head (2), .iamb (3) Each window. Windows Series4700 +3.2.37/-42,62 +50"-60d3P Ply Clear ['I.I40,3t)-R2 ;Dan Inizx., e One 3 16" fTWTaptx+ss Rjils Single Hurl; Flaasge serfltlQ 9Vilf :Jength to schieVo 1. I 14'1 *5-S11 Egress mimmurn ertibedment. Required anchors: Head (2), Jamb (3) Each window, Alindews Series 4700 t.12.37,142,62 +58,P-60 I)P Ply Elena F'L14039-R2 Non. .l uract One 3/16" rf'W Tapeon with Flange sutfic eirt length to achieve 1 1+4" 241.4 Transom minimum embedment, RegWred 1'erttp. anchors: Head (2), Jamb (3) Each window, h'ulisares States 4700 N, A + _ 75 0P Ply Otm't $1.,15264.2 A 3r'i 6" 1TWr spoon screws of Fkwge sufficient length to achieve minimum l embodmont. of 1 '/4 ' into coftcretO/masonr' substrate. -. ':&'ding Glass Doors Series 4700 .+..28,7-V-12.62. --h1-50 DP Ply Cerra FL, 14634.2 No', Invol lv�l;,lcu Ta..pcows of :atadlacient. kssgtit t0 aalileve a 2 •:' ininiintim Head/Sill (6), Jamb 6) Each window. Swing Type:Dows 3`tY'-xW(Y +30."1-30,64 -t-67 0/-f7" 0 'f'henna•Fru F1.3t )fl-jig IIIA ITW Tapcon W', Min Embedment I- Smoodl Star 1t4", 9Nin1 Clearance to edge e', Min Eiheppla rance t nt anchor 4"'. OR ELCO Tapeon 114", Min Embedment 1:-114', Min (Nearance to edge 11, Min Clearance to adjacent .anchor 4'. Anchor Spacina Max 18.5' O.C. Garage D;rors 1&0 MWdef +25.t)V-3L?9 3&-42 Clopati FI-16546.4 1lf A ,iamb to block on Vt r6 le jamb: %'x1 73W6 f' min embedded Tupcon. Max spacing of 7 V and 1' 00 steel washer roqutred. Door tolarnb,' 13 GA GALV. Steel flag bracket attached to jamb with (3) W16' X 1 518' tag screws and to track with (2) 5'u' Civets. 2 "%," X 12 GA GALV.. Steel brackets - attached to jamb with (1) 511W k 1 5,,18' LAG screw per track bracket. Hurricane Priatrstfon 24ga Steel N, A +40,'40 Etwiern Metal FL11 964.2 NIA V40 Tapcon Anchors, SG Tapcons, Or Panels Supply %� x'/" All Points Solid -Set Anchors. Minimum embedmora into concrete of 1 dA Roof Ventilation * Standard NIA NIA. Timako € L:5214.3 Rt3 TMA A,pTD V roof concnt to the un&-rside, Off Ridge back and side flanges. oldie ridge Vent vent, Cement ibhouldbe'"A" thick and extend 2" onto roof underlayinent. Attached vent top aced stele flaugoM% t.h deck With nail" spree d 9'! n.c.. and I. x" front each end. After fastening flange w dock, rail anti adhere loosened 'shingles with flashing cement. Apply flashing" event t0 exp( rsed hail heads and wherever fleet c t° "OS meet %hRi les. Reefing Cndedavinont JN!A N/A NVA 'Trinity Rd) 11,15216-P2 A Field spacing max 1T C.C. Staggered Ove daps attached W O,C, with rorroslon resistant fasteners with V diameter plastic or metal cap nails,. Rea ;,g Asghalt ti A N'1E NIA. Tamko F'1.18:355 U 6 malls pee shingle. Standard type Sf xn fa s roofing nail, mall shanks should be 12 gauge warnand minimum head 7 WW', Nails should penetrator deck c or"PletefY and extend at beast 1/8' past T bave reviewed the above com otarnts or cladding and I have approved their use in this structure. 'these products plovide adequate resistance to the wind loads and forces :specified by current cafe provisions.. atne: __ .. Signature: --- - Design Prof: C;ert. ?sire. � Dan mm� 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.abdesigngroup.com AA #: 0003325 �"III'llll �o0o0vovvor OAKLAND LAKE (LOT#5) MODELt 1833 XXX00-00 PROJECT& 2784.000 00005 PACE: PRODUCT APPROVAL 160 MPH EXP. C ARCHTECT-. STATE OF FLORIDA 5/11/18 916ALE: 1/4"=1'-0 $A SHEET 9 or 9 (IJ R) REBAR VERITGALLY (V rD REBAR VERTICALLY UV GONG. UV CONC. PAIRED CELL POURED CELL (M MN LAP) (]S' MN LAP) R-4J INSUI.. MN. 1EXIUFAW CEMENTIAN! COATING i m S' OMU 2 PER (A6TM cw6) (TYPJ 'IL 7 E 0 'r—Y BD. :o o CURD HENSHT VARES NOOD, SAGE W IHI 8 W, CANC. RE". W/ 6'x6' a ' WL4xW.4 WW OR PIBER'E04 ON 'Q 9 VJ' CONC, RENT W b'X6' 6-MIL POLY ETHYLENE VAPOR - RMAIA ILO,P OR PICEIR'ESW SAA RIETR ON US I-001"IPAGTED ON 6-MIL POLY ETHYLENE CLEAN TERMITE TMATED ML VAPOR BARRIER ON IY RELL-CA'TACTED CLEAN L 4' 1 UY I SS L 4'MEA in I,-0, m I,_0, f4) b REBAR ON CFL11R0 (J)'S R]BAIR ON CNAIRet 1-STORY FOOTING 1-STORY FOOTING 1 W BLOCK WALLGARAGE vJ .ram U46LL BEYOND WALL BEYOND S/W RECESS MR PAVERRS Cs<dRA9E DOOR D IS' GONG. FEW W 00, Z U*AMdF=RBBRMON ro E 41-M POLY E wum VA" "v SARRFROULL-c PARE) °'4 u OBJJI 7BNNI! TREATED FLL _ ,- • 9 V7' GONG, RERF. W/ b')b' _ _ W ALILi ULF OR PIBBRMEON ON V(2) GONG RERF. W/ i'x6' L POLY ETHYLENE VAPOR PAVER 6-MIL POLY ETHYLENE VAPORBARRER ON UELMAIEPAGTED _ _REBAR ON FOOTENCs SI_®CLEAN TERMITE tREATED FILL BARRIER ON N TErmTE TREATED P�CHAIRS BEYOND L "!8 POR PAVER4EXTFND POOTMfU b REBAR ON GHAIRbUNDER PAVERS ODAR ON CHAIRS GARAGE STEP-UP 7 NON -BEARING /QIGARAGE DOOR FOOTING r PAVER RECESS • ® � � �'.r� 9 A ENTRY DO� OR e' VARIES S' SEE MANUP. PRODUCT DETAILS FAR REQUIRED SINE AND DEM E ig 4VARr;8OF RECESSFOR bAft tolwCw (I) R6 REBAIR SET IN8P PEON W104PNISH FLOOR A' '' OTRIMT14 EPDXY 6' EMBED. MIN. (S) 40 REBAR • I -STORY ' } u ��. V AA VA > OUTSIDE REBAR TO BE ��4\�/\\\\�\\ 4 ^ ° /° \\��✓\�� c ° 4 8 A ° CONTNIIOUS 4° e _ , uRM7u.4 IRW OR FIBER '7ESH ON a o 6-MIL POLY ETHYLENE VAPOR (IJ 0 -C-1 M 4 RIER ON CLEAN 7ERNITE TREATED, PM 2'-I' MIN. LAP 10 SHOWER RECESS FOOTER Uj�jjSLAB AT S.G.D. TYP. RETROFIT FOR SCALE, P.I'-0' eeALE, r.r-� OMITTED DOWELS B REBAW LAP AT FOOTING �A TIE VERTICAL REBAR TO HORI2A71ONAL REBAR W/ IO' HOOK ORLLTED BOND BEAM °1 0 vAREB PER ELEV. L 4, C CLEANOIIT WAUIVIED PGR NSPEGTION o'-V' PN. RA (U 05 VERT. DOWEL I — LAPPED UV BOND BENT ° -a ° TE VERTICAL REBAR (1)45 MINIM AT CORNERS ° TO HORU'.ATICNAL EV 25' LAP MN. a REBAR W 10' HOOK TYP. REBAR LAP HORIZONTAL/ VERTICAL o_ AT LINTEL CORNERS / REINFORCING j 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.abdesigngroup.com AA #: 0003325 �IIIIIIIIII �ov000000v� SUHDrv. & LOOT: OAKLAND LAKE (LOT#5) MODEL. 1833 XXX00-00 PiiOJECT#: 2784.000/00005 PAGE: FOUNDATION DETAILS 160 MPH EXP. C ARCHITECT- STATE OF FLORA MAY 2 I DAT*: 5 /2 3 /18 1 SCAtM: 1/4"=1'-0" 1 SHINGLES OR TILE (PER 5LDR) REFER TO DETAIL I/D2 FOR GABLE NOTE: NOTE: OVER "30 FELT PAPER (OR APPROVED EQUAL)X-BRACING REQUIREMENTS SHIM AS NEEDED SHIM AS NEEDED INSTALLED PER SECTION R905 OF THE F5CR, RE -ENGINEERED t0 PLUMB JAMB. TO PLUMB JAMB. 6T4 EDITION (2011) GABLE ROOF TRUSS ❑ DO NOT EXCEED' ❑ DO NOT EXCEED' 8 GMU BLOCK 8 CMU BLOCK OVER ROOF SHEATHING (TYPE AND ATTACHMENT 2x4 BLOCKING BETWEEN TRUSSES: DRYWALL WINDOW/DOOR JAMB At FIRST (2) BAYS } DRYWALL METHOD PER 'NAILING SCHEDULE" P.T. Ix4 or'x4' MIN P.T. Ix4 ar'x4' MIN. BLOCKING FASTENER (4'-0" OC, +SHEATHING SEAMS) !� w J Ix4 or Ix2 P.T. NAILER rase wINDOlwaaoR JAMB eLouclN� ix4 or Ix2 P.T. NAILER I METAL DRIP FASTENER SCHEDULE FOR A1iACHNENT DOOR CASING FASTENER SCHEDULE FOR ATTACHMENT 4 2x6 SUB-5 DOOR CASING SCHEDULE 11 FF5ACK AT ALL UPRIGHTS SECURE 2nd 2x TO STRUCTURAL VENTED ALUMINUM SOFFIT DOOR JAMB / WINDOW OOR JAMB / WINDOW TEXTURED CEMENTITIOUS COALING MIN OVER 4'-10' NIGH MEMBER w1(2)12d NAILS 8' FROM (AS PER TRUSS ENGINEERING) (ATTACHEq TO BLOCKING EACH E,Ip and 18' OL. MAX (ATTACHED TO BLOCKING P.T. Ix4 or IV' MIN: (PER ASTM C926) OVER PAPERBACK PER MFR'S SPECIFICATIONS PER MFR'S SPECIFICATIONS) SECURE THRU FRAME INTO BLOCK w/ EXPANDED METAL LATH, OVER APPROVED SECURE P.T. 2x8 TO BLOCK w/ y' x 9' 2-LAYER WATER RESISTANT BARRIER OVER PER PLAN ANCHOR BOLT w/ 2' WASHER, SET IN (1) , TAPCON (MIN. EMBEDMENT I ) SIMPSON or USP HIGH STRENGTH EPDXY WINDOW TO BLOCK (+%" or +%") WINDOW TO BLOCK (+3") 8' FROM EACH END and 1s" O.C. MAX WALL SHEATHING (TYPE AND ATTACHMENT or DRIVE PIN, 8' FROM EACH END and METHOD PER 'NAILING SCHEDULE" (6' MIN. EMBEDMENT * 32" O.C. Max) DOOR JAMB TO BLOCK (+3/4" or +5/4") DOOR JAMB TO BLOCK (+3") or SECURE GABLE TO 243 P.T. PLATE 4A 4E ®16' OC. MAX w/ 12d NAILS m 8' O.C. MAX SCALE: r.r-m' SGAI E: r.r-m' MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 7B T. 2x4 RAT -RUN ATTACHED TO EACH MIN. EMBEDMENT i i' _ TRUSS w/ (2)12d NAILS PLASTIC OR METAL WEEP SCREE INSTALLED a MID -POINT OF TRUSS SPAN NOTE: NOTE: TEXTURED CEMENTITIOUS or 10-0' O.G. MAX SHIM AS NEEDED SHIM AS NEEDED P.T. 2x4: COATING MIN. (PER ASTM ATT OR BLOWN -IN INSULATION TO PLUMB JAMB. TO PLUMB JAMB. SECURE TO BLOCK w/ (U i' TAPCON C926) OVER _— (R-VALUE PER ENERGY CALCS) ❑ DO NOT EXCEED ' ❑ DO NOT EXCEED ' (MIN. EMBEDMENT I J`) 6' FROM EACH ' GYPSUM BOARD OR }' HIGH STRENGTH 8' GMU 5LOCK END and a 18' O.C. MAX CEILING BOARD DRYWALL s' CMU BLOCK }' DRYWALL or C. FILLED U-BLOCK w/ (U S P.T. 2x (1) DRIVE PIN, 8" FROM EACH END and BLOCK WALL SECTION — GABLE ROOF (SEE WINDOWCOOR JAMB BLOCKM Ix4 or Ix2 P.T. NAILER P.T. Ix4 or I'x4' MIN. Ix4 or Ix2 P.T. NAILER m 15' O.C. MAX 1 CONTINUOUS REBAR DOOR CASING I� OS5 (4 WIDE MIN.) MIN. SHANK SIZE J45 $INfsLE STORY SCALE: 3/4'.I'-m' FASTENER SCHEDULE FOR AITACEPIENT (SEE WINpOIwD00R JAMB BLOdUNCs � � FASTENER SCHEDULE FOR ATTAGI•M T MIN. HEAD SIZE 300 DOOR JAMB / WINDOW SECURE 2nd 2x TO STRUCTURAL DOOR CASING (ATTACHED t0 BLOCKING MEMBER w/ (2)12d NAILS 8' FROM OOR JAMS /WINDOW MIN EMBEDMENT I' SHINGLES OR TILE )PER SLDR) PER MFR'S SPECIFICATIONS EACH END and * IS" OC. MAX (ATTACHED t0 BLOCKING OVER 030 FELT PAPER (OR APPROVED EQUAL) PER MFR'S SPECIFICATIONS) P.T. 2x6: CEM INSTALLED PER SECTION R905 OF THE F5CR, NOTE: SECURE TO BLOCK w/ (2) a' TAPCONS 6TH EDITION (2011) WINDOW TO BLOCK (+l Y) STRUCTURAL 2x MUST BE ON OUTSIDE < SECURED (MIN. EMBEDMENT 149 8' FROM EACH DOOR JAMB TO BLOCK (+1 Y") THROUGH NON-STRUCTURAL MEMBER (Ix or a' 065) END and a IS, O.C. MAX OVER ROOF SHEATHING (TYPE ANDNAILING ATTACHMENT 4B w/ J' TAPCON MIN. 14' EMBEDMENT INTO BLOCK (or 2) DRIVE PINS, 8 FROM EACH END and METHOD PER `NAILING SCHEDULE')�E: I'�I'-®' ' -ENGINEERED ROOF TRUSS * 16' OZ. MAX EMBEDDED STRAP ATT OR BLOWN -IN INSULATION WINDOW TO BLOCK (+3 %6") MIN. SHANK SIZE .145 MIN. HEAD SIZE (PER PLAN (R-VALUE PER ENERGY CALCS) NOTE: DOOR JAMB TO BLOCK (+3 %6") MIN. EMBEDMENT I J' —% 1�1SHIM AS NEEDED 4F KYYI TO PLUMB JAMB. METAL DRIP E - - 'GYPSUM BOARD OR i' HIGH ❑ DO NOT EXCEED" P.T. 2x& 2x6 SU5-5 -- — STRENGTH CEILING BOARD 8' CMU BLOCK SECURE TO BLOCK w/ (2)1' TAPCONS VENTED----CONC. FILLED U-BLOCK w/ J' DRYWALL NOTE: (MIN. EMBEDMENT 149 8' FROM EACH ALUMINUM SOFFIT (U w5 CONTINUOUS REBAR P.T. 2x Ix4 or Ix2 P.T. NAILER SHIM AS NEEDED END and o 18, O.C. MAX R P! <w PRECAST LINTEL !SEE W NDOUCOOR JAMB BLOCI(M TO PLUMB JAMB, or WINDOW (PER PLAN), (SIZE AND REINFORCEMENT FASTENER scHEDULE FOR attacHMENt" OSB (4" WIDE MIN) DO NOT EXCEED (2) DRIVE PINS, 8' FROM EACH END and ATTACHMENT PER MFR- PER PLAN) DOOR JAMB / WINDOW DOOR CASING ❑ 9 16' O.C, MAX SPECIFICATION (ATTACHED TO BLOCKING 8' CMU BLOCK MIN. SHANK SIZE .145 PER MFR'S SPECIFICATIONS }' DRYWALL MIN. HEAD SITE 300 NOTE: P.T. Ix4 or J'x4' MIN. Ix4 or Ix2 P.T. NAILER MIN. EMBEDMENT I " STRUCTURAL 2x MUST BE ON OUTSIDE t SECURED !se wiwp 0 JAM5 5Lo�wx P.T. Ix (4' WIDE MIN.) ALL INSULATION FASTENER SCHEDULE FOR ATTACFM T :I (R-VALUE PER ENERGY CALCS) THROUGH NON-STRUCTURAL MEMBER (Ix or J' 055) SECURE 2nd 2x TO STRUCTURAL DOOR CASING P.T. (2) 2x4: BE PRECAST OR POURED IN W/ ' TAPCON MIN.1 J' EMBEDMENT INTO BLOCK MEMBER w/ (2)12d NAILS 8' FROM OOR JAMB / WINDOW SECURE TO BLOCK w/ (1) #' TAPCON PLACE SILL )PER 5LD �' GYPSUM WALL BOARD EACH END and s IS' O.C. MAX )ATTACHED t0 BLOCKING )MIN. EMBEDMENT 149 8` FROM EACH J' TEXTURED CEMENTITIOUS 1) 05 REBAR VERTICALLY IN WINDOW TO BLOCK (+1 1%6") PER MFR'S SPECIFICATIONS) END and ! 18' O.C. MAX COATING MIN. (PER ASTM - CONC. POURED CELL or G926) OVER (LOCATION PER PLAN) DOOR JAMB TO BLOCK (+l 1%6") STRUCTURAL 2x MUST BE ON OUTSIDE E SECURED (11 DRIVE PIN, 8" FROM EACH END and s' ' P.T. FURRING STRIPS a 16' O.C. 4C , I,,I:_®: THROUGH NON-STRUCTURAL MEMBER Ox or 1' 085) ® MIN. SHANK SIZE .145 w/TAPCON MIN. I' EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 —�UOOD BASE MIN. EMBEDMENT I j' K NOTE: n, SHIM AS NEEDED WINDOW TO BLOCK (+3 716rczmpn ") TO PLUMB JAMB. DOOR JAMB TO BLOCK (+3 716") P.T. (2) 2)6: MKI ° 4 CRETE SLAB DO NOT EXCEED' 4G $GALE: I'.r m' SECURE TO BLOCK w/ (2) #' TAPCONS (SEE FOUNDATION PLAN FOR SIZE (MIN. EMBEDMENT I J') 8' FROM EACH 0 AND REINFORCEMENT) 8' CMU BLOCK END and A 15' O.G. MAX XTERIOR WALL FOOTING J' DRYWALL UPLIFT UP TO 1,115 lb or (SEE FOUNDATION PLAN FOR SIZE P.T. 2x Ix4 or Ix2 F.T. NAILER (2) DRIVE PINS, 8' FROM EACH END and BLOCK WALL SECTION — HIP ROOF AND REINFORCEMENT) )SEE WINDow0DOORJAMBMOCK% SIMPSON HtS20 w/ (10) liad NAILS TO TRUSS E ® IS' O.C. MAX sNGLE s L SCALE: 3/4'.P-m' FASTENER SCHEDULE FOR ATTACHMENT P.T. Ix (4 WIDE MIN.) (4) �q'X2 #' TAPCONS INTO BONA BEAM -ENGINEERED 45 DOOR JAMB / WINDOW DOOR CASING (or EQUIVALENT' INSTALLED PER MFR'S SPECS TRUSS MIN. HEAD SIZE 3MIN. SHANK SIZE 100 (ATTACHED TO BLOCKING TINUOUS BOND MIN. EMBEDMENT 1' BATT INSULATION ADHERED TO CEILING ' GYPSUM 50ARD OR �' HIGH PER MFR'S SPECIFICATIONS UPLIFT UP TO TRUSS lb BEAM BOARD (R-VALUE PER ENERGY CALLS STRENGTH CEILING 50ARD (10 NAILS HTS2S EACH SIDE OF TRUSS w/ NOTE: (10)10d NAILS TO TRUSS t (4) #'X2 i' tAPCONs - - - - - P.T. (2) 2x8: STRUCTURAL. 2x MUST BE ON OUTSIDE 4 SECURED INTO 50NO BEAM RE THROUGH NON-STRUCTURAL MEMBER (Ix or as 065) (or EQUIVALENT INSTALLED PER MFR'S SPECS SECURE TO BLOCK w/ (2) ' TAPCONS w/' TAPCON MIN. I" EMBEDMENT INTO BLOCK END adB® BNEOL.IM' FROM EACH AX TAPCONS MIN. or OPENW-i 22' x 30' MIN. 2' COVER (2) DRIVE PINS, 8' FROM EACH ENE)and caS1NG At SIDE WINDOW TO BLOCK (+2 �) V APARt 18' OG, MAX ATTIC ACCESS AIR SEAL GASKET BETWEEN DOOR JAMB TO BLOCK +2 ") MIN, SHANK SIZE .146 3 fcALE` Ntb. WOOD CASING s GYP. 4D ( TRUSS ANCHOR RETRO—FIT MIN. HEAD SIZE 300 BOARD (TYP) scALE: r:r-m' 5 SCALE: N.ts. MIN. EMBEDMENT i" A R C H IT EC T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abd esigngrou p.COM AA #: 0003325 r �IIIIII'I'I �0000cocoe� E 8 C L stmr>lY. do LOT: OAKLAND LAKE (LOT#5) MODEL: 1833 XXX00-00 PROJECT*: 2784.000/00005 PACE: 1—STORY WALL SECTIONS & NOTES 160 MPH EXP. C ARCH T ECT: STATE O = F-OFU 5/11/18 90CALE: 1/4"=1'-0" 1 SHEED NAILING SCHEDULE ROOF DIAPHRAGM - ASPHALT SHINGLE V O.S.B. or V COX PLYWOOD - 8d RING SHANK GUN NAILS s 4' O.C. is SUPPORTED PANEL EDGES AND 8d RING SHANK GUN NAILS is 6' O.C. a 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 - CEMENTITIOUS TILE or METAL V CDX EXTERIOR PLYWOOD or DIV APA-RATED 0.8$. (A$ PER MANUFACTURER'S INSTALLATION SPECIFICATIONS) - 8d RING SHANK GUN NAILS * 4' O.C. a SUPPORTED PANEL EDGES AND Sd RING SHANK GUN NAILS is 6' O.C. a INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE Sd RING SHANK GUN NAILS a 4' O.C. EDGEWISE. 2x4 BLOCKING AT ALL PANEL JOINTS WITHIN 4'-0' OF GABLE END. EXTERIOR WALL SHEATHING 1*' O.S.B. or V PLYWOOD or Y*' ZIP BOARD SYSTEM - 8d RING SHANK GUN NAILS a 4' O.C. PANEL EDGES AND 8d RING SHANK GUN NAILS 4' OL. TOP 4 BOTTOM PANEL AND 8d RING SHANK GUN NAILS ® 6' O.G. AT INTERMEDIATE SUPPORTS. SEE DETAIL. NOTE: RING SHANK GUN NAILS SHALL BE PERMITTED AS AN ACCEPTABLE FASTENER FROM ANY MANUFACTURER NAIL REQUIREMENTS SIZE HEAD LENGTH DIAMETER TENSILE STRENGTH SHANK Sd ROUND, MODIFIED OR T 2 %' .131 room RING (16-20 RINGS PER INCH) Sd RING SHMYG GUN NAILS 0 4' O.C. TOP t BOTTOM EDGES CD X TYPICAL EXTERIOR SHEATHING ATTACHMENT FOR WALL SHEATHING (OSB. TO BE STRUCTURAL GRADE) TOP CHORD BLOCKING 4 4' O.G. MAX IN FIRST (2) FRAMING SPACES ® EACH END -- PRE-ENGINEERED TRUSS or RAFTS ROOF SHEATHING-n I, BUILDING LENGTH ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING (OSB. TO BE STRUCTURAL GRADE) cSd RING SHANK GUN NAILS 6 12' OL. IN FIELD Lu or Lu 8d x 3' SCREW SHANK BALLISTIC • ELECTRO GALVANIZED STRIP o NAILS is 12' OL. IN FIELD ® UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING TYP. 3/4' T4G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS NOTE: DIAGONAL BRACE a 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 (U X-BRACE + 30'-1' - 60'-0' USE (3) X-BRACE ++ (1) X-BRACE * CENTER 4 (2) BRACES DIVIDED EQUALLY FROM CENTER TO END STIFFBAC K AT ALL UPRIGHTS OVER 4'-10' HIGH (AS PER TRUSS ENGINEERING PLASTIC OR METAL WEEP SCREED- SHOUN w/ CMU (FRAME CONDITION SAME X-BRACING REQUIREMENTS) GABLE X-BRACING 1 SCALE: 3/4'=I'-0' NOTE: DO NOT SPLICE TOP PLATES WITHIN 6'-0' OF ENDS OF WOOD STRUCTURAL PANEL SWEAR WALLS. THIS DETAIL APPLIES AT ALL EXTERIOR WALLS AND INTERIOR SWEAR WALLS. TOP PLATE SPLICE DETAIL PRE-ENGINEERED GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES AT FIRST (2) BAYS (4'-0' O.C. ® SHEATHING SEAMS) (2) 2x4 SYP 02 DIAGONAL BRACE w/ (3) 12d NAILS s EACH TRUSS (DIAGONAL X-BRACING TO COVER 5-TRUSSES CONT. 2x4 RAT -RUN ATTACHED TO EACH TRUSS w/ (2)12d NAILS INSTALLED 6 MID -POINT OF TRUSS SPAN or 10'-0' O.C. MAX 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 r �e0000000m� stMDTV, & TAT: OAKLAND LAKE (LOT#5) MODETa 1833 XXX00-00 PROJECT*: 2784.000/00005 PAGE: SECTIONS/ DETAILS 160 MPH EXP. C ARCHITECT -- STATE OF FLORIDA MAY 2 3 AV18 5/23/18 1 sdALE: 1/4"=1'-0" 1 SHEET D3 VTCR o (1) ® EA Y O.C. M TYPICAL VALLEY TRUSS CONNECTION SCALE: 3/4'4 0' 0 SECURE 2x4 FLAT TO BLOCK w/ CUT NAILS m L-SECURE 2x6 MIN. TO BLOCK w/ (2)V x 9' ANCHOR BOLTS w/ 2' B WASHER SET IN SIMPSON or USP HIGH STRENGTH EPDXY (MIN. 6' EMBEDMENT) SECURE 2x6 MIN. TO BLOCK w/ (3)�' x S' ANCHOR BOLTS w/ 2' WASHER SET IN SIMPSON or USP HIGH STRENGTH EPDXY (MIN. 6' GARAGE DOOR BUCK ATTACHMENT SCALE: 3/4'40 IE J' TEXTURED CEMENTITIOUS COATING MIN. (PER ASTM C%b) OVER CMU GALVANIZED STEEL TRACK BRACKETS (BY OTHERS - INSTALLED TO 2x(o P.T. BUCKS PER MANUFACTURER'S SPECIFICATIONS) B SECTION SCALE: N.T.S. rfl _ENGINEERED TRUSS 1' GYPSUM BOARD OR J' HIGH STRENGTH CEILING BOARD 2x TOP PLATE GYPSUM WALL BOARD 2x WOODS STUDS a 24' O.C. (SIZE PER PLAN) -SECURE 50TTOM PLATE TO SLAB w/ 10d MASONRY NAILS + 32' O.C. MAX CONCRETE SLA5 (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) INTERIOR NON -BEARING WALL SCALE: 3/4'4-0' -ENGINEEI�D TRUSS -- ' GYPSUM 50ARD OR J' HIGH STRENGTH CEILING BOARD 'E V TOP CHANNEL (25 GAUGE) TOP CHANNEL TO TRUSS w/ DRYWALL SCREWS (EACH TRUSS or 24' O.C. MAX) ' GYPSUM WALL BOARD ' METAL STUDS (25 GAUGE) 9 24' O.0 w/ FULL LENGTH LAYER OF 112' TYPE GYPSUM WALLBOARD, ATTACHED t0 EACH SIDE * 12' O.C. %s' 50TTOM CHANNEL (25 F AUGE) BOTTOM CHANNEL t0 LAB w/ 10d x I' MIN. MASONRY AIL w/ WASHER s 32' OC. MAX.ONCREtE SLA5SEE FOUNDATION PLAN FOR IZE AND REINFORCEMENT) NOTE: STUD GAUGE IS HEIGHT SPECIFIC. CONSULT w/ MANUFACTURER ON STUD HEIGHT LIMITS. INTERIOR NON -BEARING WALL METAL r2wo SCALE: 3/4'.P-V {I) REBAR VERTICALLY IN CONC. POURED CELL (SIZE AND LOCATION PER PLAN) CMU BLOCK UEATHER STRIP MOLDING AROUND DOOR (PER MANUFACTURER'S SPECIFICATIONS) 2x6 P.T. WOOD STUD SECURED TO FILLED CELL w/ (3)V x 9' ANCHOR BOLTS w/ 2' WASHER SET IN SIMPSON or USP HIGH STRENGTH EPDXY (MIN. 6' EMBEDMENT) GARAGE DOOR (BY OTHERS) GALVANIZED STEEL VERTICAL TRACK (BY OTHERS - INSTALLED PER MANUFACTURER'S SPECIFICATIONS) ARCHITECTS Des pi n 1 o U Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 �000vv0000� StMDIV. 8e LOT: OAKLAND LAKE (LOT#5) UODEL: 1833 XXX00-00 PROJECT#: 2784.000 FL] PAGE: SECTIONS/ DETAILS 160 MPH EXP. C ARCHn'ECT-- STATE OF FLOFIDA MAY 2 3 2018 6 /23/18 1 00ALE: 1/4"=1'-0" 1 SHEET 4 PREFORMED CONTROL JOINT FLANGE OF CONTROL JOINTS TO BE WIRE TIED TO LATH 6 9" D.C. MAX (VERT,). NOTE: DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ %s" LEG MAY BE USED TO TEMP. SECURE CONTROL JOINT DURING INSTALLATION TEMPORARY STAPLES TO BE REMOVED AFTlR INSTALLATION FASTENERS TO BE SPACED I" O.C. MAX VERTICALLY LATH SHALL NOT BE CONTINUOUS THROUGH CONTROL JOINTS BUT SHALL BE STOPPED AND TIED AT EACH SIDE. PER ASTM CI063 1.10.1.4 NOTE: I. FASTENERS FOR LATH TO BE NAILS OR STAPLES IN COMPLIANCE W/ ASTM 01063 2. WIRE TIES TO BE (NO. IS) 0.0415" WIRE 3. BLOCKING SHOWN MAY BE IN ADDITION TO WALL STUDS REQUIRED PER PLAN CUT TWO PIECES OF FORM FLASH 1— APPROX. 6" LONGER THAN THE WIDTH OF PIPE OPENING LOCTITE SPRAY ADHESIVE DIRECTLY TO OSB AROUND PENETRATION 1" OR LESS PIPE PENETRATION STARTING WITH THE BOTTOM HALF OF THE PIPE, REMOVE THE RELEASE LINER AND FOLD THE FORM FLASH I 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 9211 INSTALLATION OF EXTERIOR LATHING AND FRAMING SHALL COMPLY WITH ASTM C 1063-12A $° THICK, 3 COAT CEMENT PLASTER WRB LAYER *2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) APPROVED METAL LATH FASTENED al" (VERT.) O.C. MAX AT SUPPORTS WRB LAYER #I, 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 TYPE "M" CONTROL JOINT 1 SCALE: N.TB. NOTE: APPLY SEALANT AT "M" CONTROL JOINT END TO END CONDITIONS //7USE FINGERS TO MOLD THE REMAINING HALF OF THE FORM FLASH 1 TO THE SHEATHING, MAKING SURE THE FORM FLASH 1 IS TIGHT TO THE PIPE AND TO THE \ SHEATHING WITH MINIMAL AIR POCKETS OR BUBBLES. TAKE SECOND PIECE OF FORM FLASH I AND APPLY IT TO THE TOP HALF OF THE PIPE IN THE STEP 1 STEP 2 SAME MANNER, MAKING SURE THE OVERLAP AREAS ARE PRESSED DOWN TIGHT TO THE PIPE AND SHEATHING. INSTALL FASTENERS (CLIPS, STRAPS, STAPLES) AS REQUIRED TO SECURE PIPE/ WIRE TO FRAMING PIPE PENETRATION DETAIL J SCALE: N.iB. SECTION TAPE WRB LAYER 1, STUCCOWRAP (OR APPROVED EQUAL) DIRECTLY TO SHEATHING WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH PROTECTO FORM FLASH 1 CONFORMABLE AIR/VAPOR BARRIER TAPE DIRECTLY TO SHEATHING LOCTITE SPRAY ADHESIVE DIRECTLY TO OSB AROUND PENETRATION ELASTOMERIC COATING (OR APPROVED EQUAL) OVER STUCCO/ C.V. 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 91 1 (229-MM). AS PER ASTM C1063 1.5.1, NOTE: FOR REPAIR OF TEARS IN WRB LAYERS, TEARS MAY BE PATCHED PEEL 4 STICK WOOD STU SHEAT4 WRB #1 TAPED T SHEATHING w/ Wl #2 OVER TOP. Wf 112 TO BE LAPPE_ VERTICALLY 6" MIN. STUCCO OVER METAL LATH. METAL LATH TO HAVE I" VERTICAL LAP MIN. HORIZONTAL LATH & PAPER DETAIL FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) .PAPER LAP SCALE: N.TS. WOOD SHEATHING WATER RESISTIVE BARRIER LAP SIDING (PER BUILDER) WEEP SCREED — MINIMUM CLEARANCE (PER MANUR SPECS) 5'1 CONTINUOUS GALV. METAL STEP FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL ADHERED SHINGLES TRIMMED TO COVER FLASHING STRIP "L" FLASHING 4 SCALE: KTb. NOTE: APPROVED BUILDING WRAP SHALL BE LAPPED A MINIMUM OF 6" /a VERTICAL LAPS (ROLL ENDS) 4 6" 6 HORIZONTAL LAPS. LATH VERTICAL LAP TO BE 1" METAL LATH TAPE WRB LAYER 01, STUCCOWRAP (OR APPROVED EQUAL) DIRECTLY TO SHEATHING ]'MIN LATH LAP, 4' OVER ALL LAP VERTICAL LATH & PAPER DETAIL $" THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 12, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) TAPE WRB LAYER #1, STUCCOWRAP (OR APPROVED EQUAL) DIRECTLY TO SHEATHING LEGEND DRAINAGE PLANE (WRB LAYER #1, ". STUCCOWRAP OR =" APPROVED EQUAL) ' rl ` WRB LAYER 02 z (FORTIF15ER BUILDING PAPER OR APPROVED EQUAL) a STUCCO SHEATHING METAL LATH X X X X STUCCO gll WOOD SHEATHING �Tl�/Z SELF-ADHESIVE FLASHING NOTE: METAL LATH: LATH TO BE PER FBC R103.11 / ASTM C-841-09, MIN, 25 LBS, PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WRB: WATER RESISTIVE BARRIER A R C H I T E C T S Design Ci U Islnc. 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407.774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 11111111110 ��emoomoeomg E 8 0 cc L SVHDIV. ac LOT: OAKLAND LAKE (LOT#5) MODEL: 1833 XXX00-00 PROJECT#: 2784.000/00005 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT- STATE OF FLORIDA DALE: 6/29/18 11 RECEIVED S ALE:1/4"=1'-0" JUL (► 9 2018 SHEET -lr- �� -7- A I erSt Luc Department \�V/�\VI L/�\\\j` St Lucie County PREFORMED CONTROL JOINT FLANGE OF CONTROL JOINTS TO BE WIRE TIED TO LATH a 9' O.G. MAX (VERT.). NOTE: DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ V LEG MAY BE USED TO TEMP. SECURE CONTROL JOINT DURING INSTALLATION TEMPORARY STAPLES TO BE REMOVED AFTER INSTALLATION FASTENERS TO BE SPACED 7' O.C. MAX VERTICALLY LATH SHALL NOT BE CONTINUOUS THROUGH CONTROL JOINTS BUT SHALL BE STOPPED AND TIED AT EACH SIDE. PER ASTM 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 3. BLOCKING SHOWN MAY BE IN ADDITION TO WALL STUDS REQUIRED PER PLAN CUT TWO PIECES OF FORM FLASH I —� APPROX. 6 ii 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 THE FORM FLASH 1 IN HALF (LENGTH WISE WITH ADHESIVE TO THE EXTERIOR) ALIGN THE PROTECTO FORM FLASH 1 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 A5TM C 926-12A. INSTALLATION OF EXTERIOR LATHING AND FRAMING SHALL COMPLY WITH ASTM C 1063-12A INSTALL FASTENERS (CLIPS, STRAPS, STAPLES) AS REQUIRED TO SECURE PIPE/ WIRE TO FRAMING OPIPE� PENETRATION DETAIL TO ro a' f.' ro B` 8' THICK, 3 COAT CEMENT PLASTER WRB LAYER "2, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) APPROVED METAL LATH FASTENED 67 (VERT.) O.C. MAX AT SUPPORTS WRB LAYER *, 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 , TYPE ' M" CONTROL JOINT KTJL 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 116 TIGHT TO THE PIPE AND TO THE SHEATHING WITH MINIMAL AIR POCKETS OR BUBBLES. SECTION TAKE SECOND PIECE OF FORM FLASH I 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 01, STUCCOWRAP (OR APPROVED EQUAL) DIRECTLY TO SHEATHING WRB LAYER 02, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH PROTECTO FORM FLASH 1 CONFORMABLE AIR/VAPOR BARRIER TAPE DIRECTLY TO SHEATHING LOCTITE SPRAY ADHESIVE DIRECTLY TO 055 AROUND PENETRATION ELASTOMERIC COATING (OR APPROVED EQUAL) OVER STUCCO/ C.V. 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 91 1 (229-MM). AS PER ASTM C1063 1.5.1. NOTE: FOR REPAIR OF TEARS IN WRB LAYERS, TEARS MAY BE PATCHED PEEL 4 STICK WOOD STU SHEATH( WRB I TAPED TO SHEATHING w/ WRB 02 OVER TOP. WRB *2 TO BE LAPPED VERTICALLY 6" MIN. STUCCO OVER METAL LATH. METAL LATH TO HAVE 1' VERTICAL LAP MIN. HORIZONTAL LATH & PAPER DETAIL SIDING APPROVED BUILDING WRAP SHALL BE LAPPED A MINIMUM OF 6' tv VERTICAL LAPS (ROLL ENDS) 4 6' g HORIZONTAL LAPS. LATH VERTICAL LAP TO BE 1' METAL LATH TAPE WRB LAYER 1, 5TUCCOWRAP (OR APPROVED EQUAL) DIRECTLY TO SHEATHING WRB LAYER 021 . FORTIFIBER BUILDING PAPER (OR I' ,4 LATH LAP, 4` OVER ALL LAP APPROVED EQUAL) 0 WOOD SHEATHING WATER RE515TIVE BARRIER LAP 51DING (PER BUILDER) MINIMUM LAP (PER MANUF. SPECS) WEEP $CREED STARTER STRIP (PER MANUF. SPECS) MINIMUM CLEARANCE (PER MANUF. SPECS) 5'Xl' CONTINUOUS GALV. METAL STEP FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL ADHERED SHINGLES TRIMMED TO COVER FLASHING STRIP ""x7FLASHING 4 AZ VERTICAL LATH & PAPER DETAIL 8' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER #2, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) TAPE WRB LAYER *1, STUCCOWRAP (OR APPROVED EQUAL) DIRECTLY TO SHEATHING LEGEND DRAINAGE PLANE ' (WRB LAYER *1, 5TUCC0WRAP OR APPROVED EQUAL) w WRB LAYER *2 ,. (FORTIFIBER x r BUILDING PAPER OR E 7h APPROVED EQUAL) STUCCO SHEATHING METAL LATH X X X X STUCCO f � WOOD SHEATHING SELF-ADHESIVE FLASHING NOTE: METAL LATH: LATH TO BE PER F$C R103.1.1 / ASTM C441-09, MIN. 2.5 L55. PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WRB: WATER RESISTIVE BARRIER 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.abdesigngroup.com AA #: 0003325 1 �"III'llll �ODDDOOJ �'VHDN 8t LOT: OAKLAND LAKE (LOT#5) MODELO 1833 xxxoo-oo PROJECT& 2784,000 00005 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C APcHFECT: STATE OF FLORDA DATE: 5 /11 /18 SCALL: 1/4"=1'-0" SHEET Al $' 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 4 WALL INTERSECTIONS WRB LAYER 02, PORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) WRB LAYER *I, 5TUCCOWRAP (OR APP C EQUAL) TAPED DIRECTLY TO SHEATHING LAP LAYERS OF BUILDING WRAP OVE NAILING FLANGE, STOP WRB APPROX. 1 V ABOVE SHINGLES SELF -ADHERING FLASHING DRYFLEKT KICKOUT DIVERTER 5 KICKOUT DETAIL A ` "' '",ECEIVE 1 COAT OF 5NER-CRETE ',ONCRETE WATERPROOFER or ;OAT PRIOR TO ELEC. METER ON APPLY SEALANT At TOP 4 SIDES OF ELEC. METER BOX AFTER STUCCO INSTALLATION ELECTRICAL CONDUIT PENETRATION V bGJ{LEfI NTS. (PER 3/WAI) ELEC. METER FIELD VERIFY LOCATION ELEC. METER FIELD VERIFY LOCATI SEALANT ON TOP 8 51DES ON CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANATE-POLYBLEND FOAM ('GREAT STUFF' OR SIMILAR) / FLASH OPENING WITH PROTECTO FORM FLASH SELF ADHERING FLASHING PER FLASHING METHOD AS DESCRIBED IN DETAIL 3 OF WAI 'PIPE PENETRATION DETAIL' APPLY 1 COAT OF 5NER-CRETE FLEXIBLE CONCRETE WATERPROOFER 2' LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND, DISCONNECT WRB LAYER M, STUCCOWRAP (OR APPROVED EQUAL) WOOD SHEATHING VENT CAP 15 TO BE SET IN CONTINUOUS BED OF SEALANT. ONE-PEICE HOODED VENT ATTACHED PER MANUR 5PECIFICATION5 APPLY SEALANT At PERIMETER OF NON -MOVABLE FRAME AND STUCCO ON ALL SIDES, Y4' SEALANT 6 JOINTS ALL AROUND J' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 02, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) BUILDING PAPER DRYER VENRAME) OVER 'QUICK FLASH' Vti �T� T FPIPE THROUGH WALL TRUCT I ON SHEATHING WOOD FRAMED WALL BUILDING PAPER UNDER 'QUICK FLASH' EVENT PENETRATION H WALE: NTA WOOD SHEA WRB LAYER 1, STUCCOWRAP (OR APPROVED EQUAL) WRB LAYER 02, WOOD FORTIF15ER CONSTRUCTION BUILDING PAPER (OR 8" CMU- APPROVED EQUAL) J' THICK, 3 COAT CEMENT PLASTER Yell TO 1/8' MID -WALL WEEP SCREED 6' SELF -ADHERING FLASHING HORIZONTAL WEEP SCREE] (FRAME TO FRAME' 6/.AI ic_ .IT6 TEXTURED CEMENTITIOU5 COATING PREMANUR DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT 6 ALL SIDES 6B DRYER VENT BLOCK SCALE. KIM PER FBC R1031.1 EXTERIOR LATHING AND PLASTERING EXTERIOR USE OF PORTLAND CEMENT PLASTER SHALL COMPLY WITH THE APPLICATION REQUIREMENTS OF A5TM C 926-12A. INSTALLATION OF EXTERIOR LATHING AND FRAMING SHALL COMPLY WITH A5TM C 1063-12A —WRB LAYER 02, FORTIP15ER BUILDING PAPER (OR APPROVED EQUAL) —METAL LATH —1/8" TEXTURED FINISH s WOOD —FASTEN TO WOOD STRUCTURAL MEMBER 6 1' O.G. MAX �$ V TO V MID -WALL WEEP SCREED —6' WIDE STRIP SELF ADHERING FLASHING, CLEAN MA60NRY BEFORE APPLYING —TEXTURED FINISH g MASONRY HORIZONTAL WEEP SCREE; (FRAME TO BLOCK nwu n LIT6 NOTE: PROTECTED FLASH TAPE BEHIND WEEP 5CREED 4 APPLY SEALANT AT WEEP SCREED END TO END JOINTS CUT ENOUGH PROTECTO FORM FLASH I PIECES TO COVER BOX 4' NOTE: ATTACH PER PAST EACH SIDE. STARTING AT THE MANUP. SPECIFICATIONS BOTTOM OF THE BOX, REMOVE RELEASE LINER AND APPLY MAKE AN 'X' CUT THROUGH PROTECTO FORM FLASH 1 IN A THE PROTECTO FORM FLASH 1 SINGLE FASHION TO COMPLETELY IN THE CENTER OF THE BOX COVER THE BOX, OR OUTLET OPENING EXTENDING t0 NO CLOSER WOOD SHEATHING THAN 1' TO CORNER STEP 1 WRB LAYER 01, 5TUCCOWRAP (OR APPROVED EQUAL) PROTECTO FORM FLASH I SELF ADHERING FLASHING APPLY 60 MIN GRADE 'D' FELT OVER SELF -ADHERING FLASHING OVER APROVED HOU5EWRAP WRB LAYER 02, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) STFP 4 APPLY E-Z BEAD (OR APPROVED EQUAL) OVER 60 MIN GRADE 'D" FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS STEP 2 •o•o•o•o •. 0• aK•Oo STEP 5 LEGEND DRAINAGE PLANE (WRB LAYER 1, 5TUCCOWRAP OR APPROVED EQUAL WRB LAYER 02 (FORTIRBER BUILDING PAPER OR APPROVED EQUAL) METAL LATH x X X X STUCCO WOOD SHEATHING , 5ELF-ADHESIVE FLASHING - NOTE: METAL LATH: LATH TO BE PER FBC R103.1.1 / A5TM C-841-091 MIN. 25 L55. PER 50. 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. ELASTOMERIC COATING TOR APPROVED EQUAL) OVER 5TUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH EXTERIOR 9 ELECTRICAL RECEPTACLE 4TFP q STEP 6 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.ab designgroup.co m AA #: 0003325 �IIII'Il'll �po00oo000� E 8 E O c 9v8Drv. 8e LOT: OAKLAND LAKE (LOT#5) MODELe 1833 XXX00-00 13PROJECTIN0005 2784.00 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT.. STATE OF FLORIDA 5/11/18 1/4"=1'-0 WOOD SHEATHING WOOD CONSTRUCTION %" HAT CHANNEL W/ %' TYPE "X" DRYWALL WOOD SHEATHING WR5 LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL) " THICK, 3 COAT - CEMENT PLASTER WR5 LAYER 01, 5TUCCOWRAP (OR APPROVED EQUAL) AMICO AM66-WFWC-160 CU5TOM CA51NG 5EAD (OR APPROVED EQUAL) DO NOT CAULK OR 5EAL GAP WR5 LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL) WR5 LAYER 12, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) J" THICK, 3 COAT CEMENT PLASTER AM6(o-WFWC-150 CU5TOM CASING DEAD (OR APPROVED EQUAL) WR5 LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL) WR5 LAYER 112, FORTIF15ER BUILDING i PAPER (OR APPROVED EQUAL) II 6" SELF-ADHEREING FLA5HING i I WRAPPED 1@ CORNER OF CANTILEVER AMIGO AM(o6-WFWC-180 CU5TOM CA51NG 5EAD (OR APPROVED EQUAL) (W/OPT. WEEP5) CASING BEAD DETAIL C CANT. arni c. MT4 LEGEND DRAINAGE PLANE (WR5 LAYER 11, 5TUCCOWRAP OR APPROVED EQUAL WR5 LAYER #2 (FORTIF15ER BUILDING PAPER OR APPROVED EQUAL) METAL LATH 5TUCC0 WOOD SHEATHING 5ELF-ADHE5IVE FLASHING EQUAL) CA51NG BEAD 5/8" TYPE "X" DRYWALL W/TEXTURED 8 PAINTED FIN15H 8" THICK, 3 COAT CEMENT PLA5TER VINYL (OR APPROVED EQUAL) CORNER 5EAD VINYL (OR APPROVED EQUAL) CA51NG 5EAD X X X X n - _a._� NOTE - METAL LATH: LATH TO 5E PER F5C R103.1.1 / A5TM C-841-09, MIN, 2.5 L55. PER 5Q. YARD (UTILITY OR NOMINAL LATH DOE5 NOT MEET 5PECIFICATION5) WOOD CONSTRUCTION WEATHER RE515TIVE BARRIER #1 WEATHER RE515TIVE 5ARRIER *2 $" THICK, 3 COAT CEMENT PLA5TER METAL LATH WOOD 5HEATHING HEADER/SEAM VINYL CORP. (OR APPROVED EQUAL) 4" P051TIVE DRAIN WEEP SCREE]-) NO GAP IN FIELD (5HOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 1 A 9CAI.E: xrs. DRIP EDGE INSTALLATION 1 2x FRAMING MEMBER $" THICK, 3 COAT CEMENT PLA5TER CORNER BEAD FASTENED TO 5HEATHING a 7" O.C. MAX. WR5 LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL) WOOD SHEATHING METAL LATH WR5 LAYER #2, FORTIF15ER 5UILDING PAPER (OR APPROVED EQUAL) OEN—P BEAD C FRAME CORNER 5EAD (FA5TENER 8 SPACING e 7" O.C.) CMU %' THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO CONCRETE MA50NRY UN I T SCORNER BEAD C BLOCK 1 (rD SCALE: N.T.S. A R C H I T E C T S Design p 1 QU ITlnc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 �III"IIIII E 8 6i E s c M L SUHDIV. 8e LOT: OAKLAND LAKE (LOT#5) MODEL: 1833 XXX00-00 PROJECT#: 2784.000/00005 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT. STATE OF FLORIDA 11!1 0 5 6/29/18 SC jkLE: 1/4"=1'-0" I V V A3 RECEIVED Jul n s 2018 mitting Department St, Lucie County WOOD SHEATHING WOOD CONSTRUCTION Y4' HAT CHANNEL W/ V TYPE 'X' DRYWALL WOOD SHEATHING WRB LAYER "I, - 5TUCCOWRAP (OR APPROVED EQUAL) ' THICK, 3 COAT - CEMENT PLASTER WRB LAYER 1, STUCCOWRAP (OR APPROVED EQUAL) AMIGO AM66-WFWC-180 CUSTOM CASING BEAD (OR APPROVED EQUAL) DO NOT CAULK OR SEAL CHAP WRB LAYER M, STUCCOWRAP (OR APPROVED EQUAL) WRB LAYER 02, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) 8' THICK, 3 COAT CEMENT PLASTER AM66-WFWG-180 CUSTOM CASING BEAD (OR APPROVED EQUAL) WRB LAYER "I, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) w WRAPPED 6 CORNER OF CANTILEVER AMIGO AM66-WFWC-180 CUSTOM CASING BEAD (OR APPROVED EQUAL) (W/OPT. WEEPS) CASING BEAD DETAIL @ CANT. FINISH LAYER (2 LAYER PEEL t STICK) 6' PEEL 4 STICK 6 DRIP EDGE TO DECK 1 X"XI Y4 P.T. OR SIMULATED WOOD (TREX) FILLER (OR APPROVED EQUAL), CONTINUOUS WATER PROOFING let LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER 6' PEEL 4 STICK 6 DRIP EDGE TO DECK 5UB FLOOR FULL SHEETS OF PEEL 4 STICK I /2"XI Y4' P.T. OR 5IMULATED WOOD (TREX) FILLER (OR APPROVED EQUAL), CONTINUOUS Y' GAP FOR BACKER ROD 4 SEALANT ' THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) CA51NG BEAD VINYL (OR APPROVED EQUAL) BEAD VINYL (OR APPROVED EQUAL) CASING BEAD mCOMPONENTS PULLED APART FOR CLARITY LEGEND DRAINAGE PLANE (WRB LAYER 1, 5TUCCOWRAP OR APPROVED EQUAL WRB LAYER *2 (FORTIF15ER BUILDING PAPER OR APPROVED EQUAL) METAL LATH STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING EQUAL) CASING BEAD 5/8' TYPE "X' DRYWALL W/TEXTURED E PAINTED FINISH s` THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) CORNER BEAD VINYL (OR APPROVED EQUAL) CASING BEAD 3" X 3' 26 GA. GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT, V MIN. SPACE FROM DRIP FACE TO TREX X X X X a d - a -LZI1111111111A Y' GAP FOR BACKER ROD 8 SEALANT VINYL (OR APPROVED EQUAL) CASING BEAD WEATHER RESISTIVE BARRIER I WEATHER RESISTIVE BARRIER *2 DECK MEMBRANE, EXTEND OVER DRIP EDGE 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 / ASTM C-841-09, MIN. 2.5 L55. PER $0. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WOOD CONSTRUCTION WEATHER RESISTIVE BARRIER M 'WEATHER RESISTIVE BARRIER 02 ' THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING 4' POSITIVE DRAIN WEEP 5CREED NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCE55ORIES ONLY) 11A DRIP& EDGE INSTALLATION Y' GAP FOR BACKERk ROD 4 SEALANT VINYL (OR APPROVED EQUAL) CASING BEAD WATER PROOFING let LAYER (2 LAYER PEEL 4 STICK) PEEL 4 STICK SUB FLOOR DRIP FACE TO TREX MODIFIED 90 VINYL (OR APPROVED EQUAL) CA51NG BEAD 1 Y'XI V P.T. OR 5IMULATED WOOD (TREX) WATER PROOFING let LAYER (2 LAYER FILLER (OR APPROVED EQUAL), CONTINUOUS PEEL 4 STICK) WRAPPED FROM BALCONY Y" GAP FOR SEALANT 4 DECK TO CANTILEVER OPT. BACKER ROD $' THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING WEATHER RESISTIVE BARRIER "1 WEATHER RE515TIVE BARRIER 02 4' POSITIVE DRAIN WEEP SCREED NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) ;BALCONY DRIP EDGE INSTALLATION 1 D NTa. ##$COMPONENTS PULLED APART FOR CLARITY " THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) CA51NG 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 s I' O.C. MAX. WRB LAYER 1, 5TUCCOWRAP (OR APPROVED EQUAL) WOOD SHEATHING METAL LATH WRB LAYER 02, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) SCORNER BEAD @ FRAME 1 �+H KT& :NER BEAD iTENER 4 SPACING 1' O.C.) 'HICK, 3 COAT CEMENT PLASTER �i i'LIED DIRECTLY TO CONCRETE MASONRY UNIT SCORNER BEAD BLOCK 12D gOgLE: N.TA SHEATHING WEATHER RESISTIVE BARRIER *1 WEATHER RESISTIVE BARRIER 02 i6" SELF ADHERING d FLASHING PEEL 4 STICK I X2`6' V' FLASHING FULLY EMBEDDED IN ROOF CEMENT 1 Y` X 3" 26 GA. GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT, V MIN. SPACE FROM DRIP FACE TO TREX WEATHER RE5ISTIVE BARRIER #I THER RESISTIVE BARRIER 02 EXTERIOR COLUMN -COLUMN SHEATHING -6" SELF ADHERING 4 FLASHING :1 X2"x3' 'L' FLASHING FULLY EMBEDDED IN ROOF CEMENT Y' X 3' 26 GA. GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT, Y2' MIN. SPACE FROM DRIP FACE TO TREX ON ALL 4 SIDES OF COLUMN -VINYL (OR APPROVED EQUAL)_ CASING BEAD -WATER PROOFING let LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER J' THICK, 3 COAT CEMENT PLASTER -METAL LATH —WOOD SHEATHING -WEATHER RESI5TIVE BARRIER "1 -WEATHER RESISTIVE BARRIER "2 - 4' POSITIVE DRAIN WEEP SCREED NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) BALCONY DRIP @ COLUMN W E INSTALLATION L" FLASHING A R C H I T E C T S Design YO U p-Ino. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH:407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 E 8 E s C L, JVSDrv. 8e LOT: OAKLAND LADE (LOT#5) MODEL: 1833 XXX00-00 PROJECT*: 2784.000 00005 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C AF10jrrECT- STATE OF FLORIDA SCALD: SHEET A WOOD SHEATHING WOOD SHEATHING WRB LAYER 01, 5TUCCOWRAP WRB LAYER #l, 5TUCCOWRAP (OR APPROVED EQUAL) (OR APPROVED EQUAL) $" THICK, 3 COAT CEMENT WRB LAYER 1121 FORTIF15ER I WRB LAYER #1, 5TUCCOWRAP WRB LAYER #2, FORTIF15ER >WOOD SHEATHING PLASTER BUILDING PAPER y. GAP YP BUILDING PAPER (OR ;, (OR APPROVED EQUAL) IX TRIM MEMBER STUCCO �ATo RMAD METAL LATH APPROVED EQUAL) WOOD SHEATHING (OR APPROVED EQUAL) f WRB LAYER #1, STUCCOWRAP TO SIDING TRAN51TION ORB LAYER #2, FORTIF15ER METAL LATH WRB LAYER #2, FORTIF15ER METAL LATH (OR APPROVED EQUAL) SIDING BUILDING PAPER $" THICK, 3 COAT BUILDING PAPER (OR $" THICK, 3 COAT CEMENT WRB LAYER #2, FORTIF15ER (OR APPROVED EQUAL) CEMENT PLASTER ' I' APPROVED EQUAL) PLASTER I BUILDING PAPER WOOD SHEATHING " 4 �. SELF -ADHERING METAL LATH VINYL (OR APPROVED EQUAL) (OR APPROVED EQUAL) FLASHING �" THICK, 3 COAT ANGLED CASING BEAD METAL LATH \ EXPLODED CEMENT PLASTER°SELF-ADHERING FLASHING (EXPLODED $" THICK, 3 COAT DRIP CAP v�Ew FOR VIEW FOR CLARITY) \ DRIP CAP CLARITY) CEMENT PLASTER WINDOW FLANGE WINDOW FLANGE WRB LAYER #1, 5TUCCOWRAP WRB LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL) ORB LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL) VINYL (OR APPROVED EQUAL) ANGLED CASING BEAD WRB LAYER 12, FORTIF15ER BUILDING (OR APPROVED EQUAL) CA51NG BEAD PAPER (OR APPROVED EQUAL) WRB LAYER #2, FORTIF15ER BUILDING 6" SELF ADHERING METAL LATH PAPER (OR APPROVED EQUAL) FLASHING OR PEEL 4 STICK $" THICK, 3 COAT METAL LATH SIDING TO STUCCO CEMENT PLASTER $" THICK, 3 COAT\� CASING BEAD 6" SELF -ADHERING CEMENT PLA5TER\� 1 1� 6�ALE:Ni.Tb. (CRes-6ECIi0N) FLASHING -- 6 "SELF -ADHERING DRIP CAP FLASHING WOOD SHEATHING WINDOW FLANGE DRIP CAf=--J CASING BEAD C WINDOW CASING BEAD ® WINDOW WINDOW FLANGE METAL LATH FRAME, NO BANDS FRAME, W BAND)LAYER 11, WOOD SHEATHING 1 Ja 6CALE: MTh. 1 JD 6CALE: NLib. ORB OR APPROVED EQRA L ORB LAYER #2, FORTIF15ER BUILDING WRB LAYER #1, STUCCOWRAP LEGEND x (OR APPROVED EQUAL) PAPER (OR APPROVED EQUAL) DRAINAGE PLANE WRB LAYER #2, FORTIF15ER (WRB LAYER #1, 5TUCCOWRAP $" THICK, 3 COAT BUILDING PAPER OR APPROVED EQUAL) CEMENT PLASTER- (OR APPROVED EQUAL) 1 WRB LAYER 02 VINYL (OR APPROVED EQUAL) METAL LATH (FORTIF15ER BUILDING PAPER ANGLED CASING BEAD $" THICK, 3 COAT CEMENT OR APPROVED EQUAL) (EXPLODED PLASTER METAL LATH X X X X VINYL (OR APPROVED EQUAL) c aRiOR STUCCO; CA51NG BEAD WOOD SHEATHING CASING BEAD C RAISED 5ELF-ADHE5IVE FLASHING BAND FRAME 15 eCALE: Nub. NOTE: METAL LATH: LATH TO BE PER FBC R103.1.1 / A5TM C-041-091 MIN. 2.5 L55. PER 5Q- YARD (UTILITY OR NOMINAL LATH DOES NOT MEET 5PECIFICATION5) $" THICK, 3 COAT CEMENT PLASTER 8" THICK, 3 COAT CEMENT PLASTER SEALANT CA51NG SEA METAL LATH __7z METAL LATH CASING BEAD SEALANT ro alNDow WRB LAYER 12, FORTIF15ER BUILDING WINDOW FRAME PAPER (OR APPROVED EQUAL) WOOD 5HEATHING 7. WINDOW FRAME ,/ WRB LAYER 12, FORTIF15ER -up/ A , V \ BUILDING PAPER (OR APPROVED EQUAL) WRB LAYER 1:1, STUCCOWRAP — E-Z BEAD VINYL (OR (OR APPROVED EQUAL) APPROVED EQUAL) CASING AV WIDE PEEL 4 5TICK (W/Ya" FLEXIBLE PVC BACKER WINDOW FLANGE OVER FLANGE / ROD INCLUDED) � �\ L E-z BEAD VINY#1, 5TUCCOWRAP 2X FRAMING MEMBER — 2X FRAMING / WRB LAYER (OR APPROVED EQUAL) CA51NG (OR APPROVED EQUAL), BUILDING WRAP (W/Ya" FLEXIBLE PVC BACKER ROD MEMBER WRAPPED AROUND FRAMING INCLUDED) MEMBER / *APPLY FULL BED OF V 5ELF ADHERING FLASHING SEALANT BETWEEN WOOD SHEATHING FLANGE 4 BUILDING WRAP DETAIL EXPLODED FOR CLARITY ry EZ BEAD WINDOW CASING 1 r eCALE: Nib. A R C H I T E C T S rDesn 1 iU Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX:407-774, 4078 www.abdesigngroup.com AA #: 0003325 �III"'llll �00�000�00� E 8 N E O cc S UHDIV. 8e LOT: OAKLAND LAKE (LOT#5) MODEL: 1833 XXx00-00 PROJECT#: 2784.000/00005 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA JUL 0 5 DATE: 6/29/18 SCALE: 1 /4"=1' — 0" RECEIVED SHEET V V A �1 JUL D 9 2010 art /� rmitting Department St. Lucie County WOOD SHEATHING WRB LAYER #I, STUCCOWRAP (OR APPROVED EQUAL) WRB LAYER 02, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH J' THICK, 3 COAT CEMENT PLASTER 6 "SELF -ADHERING FLASHING WINDOW FLANGE WRB LAYER 1, STUCCOWRAP (OR APPROVED EQUAL) WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH " THICK, 3 COAT CEMENT PLASTER b" SELF -ADHERING FLASHING DRIP CAP WINDOW FLANGE CASING BEAD @ WINDOW WFRAME, NO BAND) XTA WRB LAYER #I, STUCCOWRAP (OR APPROVED EQUAL) WOOD SHEATHING WRB LAYER 1*2, PORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH (EXPLODED 8 THIGK, 3 COAT VIEW FOR CEMENT PLASTER CLARITY) WOOD CONSTRUCTION BEYOND WOOD SHEATHING WEATHER RESISTIVE BARRIER #1 WEATHER RESISTIVE BARRIER #2 ' X I Y4" LAP SIDING W/6" REVEAL 6' SELF -ADHERING FLASHING STARTER STRIP PER MANUFACTURER'S INSTALLATION — INSTRUCTIONS DO NOT CAULK OR SEAL__ OPENING GALV'D METAL "Z' FLASHING STUCCO CASING REAL WOOD SHEATHING WRB LAYER #I, STUCCOWRAP (OR APPROVED EQUAL) WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH !"THICK, 3 COAT CEMENT - PLASTER VINYL (OR APPROVED EQUAL) - ANGLED CASING BEAD b "SELF -ADHERING FLASHING DRIF CAP - WOOD SHEATHING k WRB LAYER #I, STUCCOWRAP (OR APPROVED EQUAL) x WRB LAYER #2, FORTIF15ER BUILDING PAPER x (OR APPROVED EQUAL) METAL LATH (EXPLODED !'THICK, 3 COAT VIEW FOR CLARITY) CEMENT PLASTER WINDOW FLANGE WRB LAYER #I, STUCCOWRAP (OR APPROVED EQUAL) VINYL (OR APPROVED EQUAL) ANGLED CASING BEAD WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH ' THICK, 3 COAT CEMENT PLASTER VSELF-ADHERING FLASHING DRIP CAP CASING BEAD @ WINDOW WINDOW FLANGE FRAME, W BAND 13B 8G1LE: N.tA. V SELF -ADHERING FLASHING WEATHER RESISTIVE BARRIER I WEATHER RESISTIVE BARRIER #2 STARTER STRIP PER L4MANUFACTURER'S INSTALLATION INSTRUCTIONS V SELF -ADHERING FLASHING GALV'D METAL "Z' FLASHING DO NOT CAULK OR SEAL OPENING e, 4 GALV'D METAL "Z' FLASHING SIDING TO STUCCO C� BLOCK TO FRAME TRANSITION an irrn rnaikir ram nn W000 SHEATHING WEATHER RESISTIVE BARRIER #I WEATHER RE515TIVE BARRIER #2 ' X I 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) CA51NG (W/Y8 FLEXIBLE PVC BACKER ROD) 6' SELF -ADHERING FLASHING Ys" THICK, 3 COAT CEMENT PLASTER WEATHER RESISTIVE BARRIER #I WEATHER RESISTIVE BARRIER #2 WOOD CONSTRUCTION BEYOND V SELF -ADHERING FLASHING WEATHER RE515TIVE BARRIER M TO LAP V MIN. ABOVE TOP OF "Z' FLASHING WEATHER RESISTIVE BARRIER I WEATHER RESISTIVE BARRIER #2 GALVD METAL 'Z' FLASHING DO NOT CAULK OR SEAL OPENING WEATHER RESISTIVE BARRIER M TO LAP V MIN. ABOVE TOP OF "Z' 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 02 SIDING TO STUCCO C� FRAME TO FRAME TRA SITION LEGEND DRAINAGE PLANE (WRB LAYER 1, STUCCOWRAP OR APPROVED EQUAL) WRB LAYER #2 (FORTIF15ER BUILDING PAPER OR APPROVED EQUAL) METAL LATH x x x x STUCCO WOOD SHEATHING," ! /, //2 SELF-ADHESIVE FLASHING NOTE: METAL LATH: LATH TO BE PER FBC R103.1.1 / A5TM C-841-091 MIN. 2.5 LBS. PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) SEALANT WINDOW FRAME WINDOW FLANGE 2X FRAMING MEMBER BUILDING WRAP g' THICK, 3 COAT CEMENT A. �P � PLASTER "�BEADAo METAL LATH IX TRIM MEMBER� STUCCO TO TRIM TO SIDING TRANSITION WRB LAYER #2, FORTIF15ER SIDING BUILDING PAPER (OR APPROVED EQUAL) WOOD SHEATHING '' ��1! `—WRB LAYER #I, STUCCOWRAP L WRB LAYER #I, STUCCOWRAP (OR APPROVED EQUAL) (OR APPROVED EQUAL) CASING BEAD V SELF ADHERING SIDING TO STUCCO FLASHING OR PEEL 4 STICK g,,_:,,CASING BEAD N.i$. (GRdO6B-8EG110N) WOOD SHEATHING METAL LATH WRB LAYER #I, STUCCOWRAP (OR APPROVED EQUAL) WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) J' THICK, 3 COAT CEMENT PLASTER 8` THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) ANGLED CASING BEAD VINYL (OR APPROVED EQUAL) CASING BEAD METAL LATH \ WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) WOOD SHEATHING WRB LAYER', STUCCOWRAP x (OR APPROVED EQUAL) WRB LAYER #2, FORTIF15ER >< BUILDING PAPER (OR APPROVED EQUAL) x METAL LATH ' THICK, 3 COAT CEMENT (EXPLODED PLASTER :., VIEUI FOR CLARITY) CASING BEAD @ RAISED @Zzl:,.—�FRAME) H.TbBAND $' THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING I I; .;. WINDOW FRAME SEALANT WRB LAYER #1, STUCCOWRAP (OR APPROVED EQUAL) V WIDE PEEL d STICK OVER FLANGE E-Z BEAD VINYL (OR APPROVED EQUAL) CA51NG 2X (W/Ys' FLEXIBLE PVC BACKER ROD INCLUDED) *APPLY FULL BED OF — SEALANT BETWEEN — FLANGE i BUILDING WRAP EZ BEAD WINDOW CASING 1 "7 cSALE, K7AK?A. WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) E-Z BEAD VINYL (OR APPROVED EQUAL) CASING (W/%' FLEXIBLE PVC BACKER ROD INCLUDED) WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL), WRAPPED AROUND FRAMING MEMBER / 6' SELF ADHERING FLASHING i WOOD SHEATHING DETAIL EXPLODED FOR CLARITY 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.ab designgro up.co m AA #: 0003325 1 �"IIIII"I L 00000000�� E 8 O C L StmDIV. 8e LrOT: OAKLAND LAKE (LOT#5) MODELe 1833 MOO-00 PROJECTO: 2784.000/00005 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXF. C AF CHFECT: STATE OF FLORIDA D T1C: 5/11/18 SCALE: 1/4"=1'-0" SHE�E�TT dV A4 CUT HOU5EWRAP AT 45° ANGLE MODIFIED "I" CUT IN HOU5EWRAP LINE OF WINDOW OPENING APPROVED HOU5EWRAP OVER SHEATHING OVER WD STUD WALL STEP 1 WINDOW FLASHING INSTALLATION DETAILS 18 ,, KTm FULL WRAP (FRAME) WALL FLASHING INST DETAIL (MASONF UH I silr ' Nta TEMI-4 % LY FOLD SECURE HOUSEWRAf "P UNDER) at FOLD HOUSE IN AT JAMBS SLOPE SILL R EXTE r INSTALL 6" SELF -ADHERING FLASHING OVER NAILING FLANGE AT JAM55 EXTEND FLASHING MIN I' BELOW SILL FLEXIBLE FLASHING DO NOT SEAL BOTTOM FIN APPLY 081 142U (0 M AL) SEALANT 10 UNDOW/CMU JOINT, FLUID APPLIED FL.ASI4 NG CLAN= 11141TE-SEAL RC-86'S OR EGIUALL ALIGN FLEXIBLE SELF -ADHERING aSHING W/ INT. EDGE OF SILL R.O. MECHANICALLY FASTEN FANNED EDGES. (CAP NAILS, STAPLES) STEP 2 INSTALL SELF -ADHERING FLEXIBLE FLASHING AS THE FLASHING AT THE SILL O I LF v 6' 5ELF-ADHERING OVER VINYL HEAD G (WITH END DAMS) NAILING FLANGE EXTEND SELF -ADHERING FLASHING 1' MIN BEYOND JAMB FLASHING INSTALL VINYL DRIP CAP m APPLY 3/a" NOM. CONTINUOUS BEAD OF SEALANT AT JAMBS AND HEAD or APPLY TO BACK OF WINDOW NAILING FLANGE IN LINE WI PRE -PUNCHED HOLES OR SLOTS. SUPER STRETCH BUTYL FLASHING STEP 3 L-8' VERT, END DAMS REQ'D_ AT EACH END OF SILL DILL f 15EWRAP DOWN t DIAGONAL CUT 4 -LEAD OF WINDOW STEP 4 STEP 8 INSTALL A SILL DAM OVER THE BUILDING WRAP AT THE BACK OR THE SILL AND THEN INSTALL THE SELF -ADHERING STRETCHABLE FLASHING 4 APPLY SEALANT AT ENDS OF SILL DAM INSTALL WINDOW PLL LEVEL AND SQUARE i MANUFACTURERS WRIT IN5TRUCTI APPLY MEMBRANE FLASHING OVER JOINT INSTALL 6" WIDE ADHESIVE BACKED FLEXIBLE FLASHING MATERIAL OVER DRIP CAP JOINT (PROTECTO-WRAP 5T-20XL \\ OR APPROVED EQUAL) 1 STEP 5 slitliul NOTE: 1. IT 15 THE CONTACTORS RE5PON515ILTY TO VERIFY THE COMPATIBILITY 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 Desi n t'OU Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � of 8 N E O C L SU13Drv. 8e iAT: OAKLAND LAKE (LOT#5) MODELt 1833 XXX00-00 PROJECT*: 2784.000 4pQ05 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT: STATE OF FLORDA SHEET 5/11/18 1/4"=l'-