The URL can be used to link to this page

Home My WebLink AboutBUILDING PLAN # 3PRE- ENG. TRUSSES I t �� /� SECURE PRE-ENG. TRUSS TO (2) 2x12 BEAM \ICI \�ZZ / PER FRAMING NOTES P.T. Ix2 W1 MTL. DRIP EDGE PNTELAST -� I I I � /—TOP OF ARCH PAVERS FOOTER PAD FOOTING (5EYOND) (BEYOND) (SEE (SEE FOUNDATION PLAN) FOUNDATION PLAN) ENTRY SECTION DETAIL SCALE: 3/4' = V-0' A R C H I T E C T S Design ro u p`Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-5078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r� �v�0000�om� E 8 E O SUBDIV. 8e LOT: OAKLAND LAKE LOT-22 MODEL: 1833 GA000-00 PROJECT#: 02784.000 PAGE: ENTRY SECTION DETAIL 160 MPH EXP. C ARCHITECT STATE OF FLORIDA 41018 4/4/18 1 7OF � 0 File Copy ELECTRICAL LEGEND SYMBOL DEFINITION NOTES IJ 110V DUPLEX ® RECEPTACLE 1101/ FLOOR ® MOUNTED DUPLEX RECEPTACLE 110V SWITCHED CIUMC I "F BW CG ED DUPLEX RECEPTACLE 110V GF1 DUPLEX Ec101FPFD 0 GRGIND FAULT GFI RECEPTABLE ) R RESISTANT ® 220V RECEPTACLE 4 WFS CONVECTION 110V DUPLEX EOFFM V GRONP FALT �p V cw;l RECEPTACLE NMWMR (IIEATIER MWC F) SWITCH $3 3-WAY SWITCH 4 4-WAY SWITCH LIGHT FIXTURE - WALL MOUNT LIGHT FIXTURE - CEILING MOUNT LIGHT FIXTURE - RECESSED LIGHT FIXTURE - LIGHT FIXTURE - CEILING MOUNT LED LIGHT FIXTURE - PULL CHAIN LIGHT FIXTURE- K KEYLESS LIGHT FIXTURE- V P. VAPOR PROOF )p( LIGHT FIXTURE - PENDANT ® EXHAUST FAN MOTOR —a LIGHT STRIP LIGHT FIXTURE - FLUORESCENT LIGHT FIXTURE - UNDER CABINET — LOW VOLTAGE PANEL ® PANEL own METER SD 51"1010E BAIT. BACK-UP W/+A4R XW DETECTOR "w4"M CARBON MONOXIDE BATT. SAac-UP v F64RAIm DETECTOR ND C ILN's BOX REOWFew TO BE O J-BOX s FIRORIFD N ACCMMCE UV Box MAVQD AS 8lO44 FOR INSMCNON FLOOD LIGHT DC DOOR CHIMES TV TELEVISION JACK 4 TELEPHONE JACK 4 GAS OUTLET LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP (NEC CODE#D2) HOUSE PLAN; 1833 LOAD INFORMATION VA 1833 SQ.FT. GENERAL LIGHTING X (3) = VA PER SQ.FT. 5,499 (2) 20 AMP APPLIANCE CIRCUIT AT 1500 VA EA. 3000 (1) LAUNDRY CIRCUIT AT 3000 (1) RANGE AT NAME PLATE RATING OR COOKTOP/OVEN 12000 (1) WATER HEATER 9000 (1) DISHWASHER 4000 (1) CLOTHES DRYER 1000D (1) DISPOSAL (1/3 HP) 246 SUBTOTAL OF GENERAL LOAD 46,745 FIRST 10 KVA OF GENERAL LOAD AT 100% 10000 REMAINDER OF GENERAL LOAD ® 40R= 38,745 VA z (4) RAN TOTAL NET GENERAL LOAD 2408 4—TON HEAT PUMP#1 30 AMP X (240 VA) = 7200 4—KW ELECTRIC HEAT 6000 VA s (66%) 3250 NET GENERAL LOAD 24,098 NET TOTAL HEAT 10.450 TOTAL LOAD SU48 CALCULATED LOAD FOR SERVICE 35,148 VA / 240 V— 146.45 200 AMP SERVICE BEDROOM 2 LANAI leg I / WP i I Y I r I % 1 U aM- 11 ,'f GREAT ROOM BEDROOM 3 I j , LAWN GF1< (( DDW —� LIGHT ATTIC ' F , IPA 1L 1 SPRINKLER I ' LI CONTROL J, i 0 GF14C. > OUTLT 2—CAR GARAGE i J 0 — CHIMES ------------------ F._� ' I SINK 0 ' - -IT KITCHEN i DINING ROOM Ili TV SD 0 (3) • 1 THHN/THUV COPPER CONDUCTORS, (1)"6 THHN/THUIV COPPER GROUND IN 2" CONDUIT. TRANSFORMER BAW, 50kVA VOLTAGE: 162CA3200-240/480V NEMA 3R 200 ANON SERVICE: SINGLE PHASE 120/240 TYPE; UNDERGROUND COMBO VOLT 42 AVAILA13LE INITIAL SYMMETRICAL FAULT CIRCUIT DISCONNECT CIRCUITS At SECONDARY SIDEt (120/240 VOLTS) (3 AND METER MLO MAXIMUM FAULT CURRENT: IWW amps CAN POWER COMPANY 200 TRANSFORMER AMP. PHONE / DATA GAISLE / TV WEATHER WEATHER PROOF BOX 7 PROOF BOX SERVICE BY OTHERS BfONDNO TEFIMNAL AT AT LOW VOLTAGE CONNECTIONS GRADE LINE 2 00 ,Al'''I F' ELECTRICAL RISER PROVIDE IE THHN COPPER CONNECTED TO CONCRETE ENCASED FOOTER STEEL AND NOTE: COLD WATER PIPE. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY Wl IFPVC VCI1S 1V-IF PVC tHETiE IS NO U APPLICABLE PROVISIONS OF C. THE NATIONAL ELECODE, LOCAL BOND/GROUND TCOLD WATER PIPE. CODES, AND THE LOCAL POWER CO. OWNER'S SUITE O.SUITE ' ' - - BATH : DEN ---------------- ENTRY COACH 1+ ELECTRICAL - __-----� _---- COACPLAN LIGHT LIGHT SCALE: 1/4 = V—m' ELEVATION 'A' ARCHITECTS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA N: 0003325 E 8 E G C L SUB13rV. & LAT: OAKLAND LAKE LOT-22 MODEL• 1833 GA000-00 PROJECT*: 02784.000 PAGE: ELECTRICAL PLAN 160 MPH EXP. C ARCHITECT STATE OF FLOFRDA DATE: 5 /8 /18 SCALE: 1/4"=1'— 0" SHEET (13 Or 1® File Copy ELECTRICAL LEGEND 5YM50L DEFINITION NOTES L� 110V DUPLEX ® RECEPTACLE 110V FLOOR ® MOUNTED DUPLEX RECEPTACLE 110V SWITCHED B01TOM HALF SWITCHED DUPLEX RECEPTACLE 110V GFI DUPLEX EQUIPPED W/ GROUND FAULT NERUPiER lam) R RESISTANT CxFI RECEPTABLE ® 220V RECEPTACLE 4 wIRE CONNECTION 110V DUPLEX EQUIPPED W/ GROUND FAULT �UP Csf I RECEPTACLE NTERUPTER (WATEER PIROCF) SWITCH `✓3 3-WAY SWITCH 4 4-WAY SWITCH LIGHT FIXTURE - WALL MOUNT LIGHT FIXTURE - CEILING MOUNT LIGHT FIXTURE- RECE65ED LIGHT FIXTURE- HANGING LIGHT FIXTURE - CEILING MOUNT LED LIGHT FIXTURE - FULL CHAIN LIGHT FIXTURE- K KEYLESS �y(�.�() LIGHT FIXTURE- MV.P. VAPOR PROOF kj( LIGHT FIXTURE - PENDANT EXHAUST FAN MOTOR LIGHT STRIP LIGHT FIXTURE- FLUORE5CENT LIGHT FIXTURE - UC UNDER CABINET _ LOW VOLTAGE PANEL PANEL METER SD SMOKE GATT. BACK-UP w/ HAFVURE DETECTOR INTERCONNECTED CARBON MONOXIDE GATT. BAGC-uP w/ HAI;VwIRE DETECTOR INTERCONNECTED CEILN's BOX REQUIRED TO BE O J-BOX SUPPORTED IN ACCORDANCE W/ BOX MARKED AS SUCH FOR NSPECTICN FLOOD LIGHT DG DOOR CHIMES TV TELEVISION JACK TELEPHONE JACK 4 GAS OUTLET LOAD CALCULATIONS ONE FAMILYDWELLING WITH HEAT PUMP (NEC CODE#D2) HOUSE PLAN: 1833 LOAD INFORMATION VA 1833 SQ.FT. GENERAL LIGHTING X (3) = VA PER SQ.FT. 5,499 (2) 20 AMP APPLIANCE CIRCUIT AT 1500 VA EA. 3000 (1) LAUNDRY CIRCUIT AT 3000 (1) RANGE AT NAME PLATE RATING OR COOKTOP/OVEN 12000 (1) WATER HEATER 9000 (1) DISHWASHER 4000 (1) CLOTHES DRYER 10000 (1) DISPOSAL (1/3 HP) 246 SUBTOTAL OF GENERAL LOAD 46,745 FIRST 10 KVA OF GENERAL LOAD AT 100% 10000 REMAINDER OF GENERAL LOAD 0 40%= 36,745 VA x (4) 14,698 TOTAL NET GENERAL LOAD 24,698 4-TON HEAT PUMP#1 30 AMP X (240 VA) = 7200 4-KW ELECTRIC HEAT 5000 VA x (65%) 3250 NET GENERAL LOAD 24.898 NET TOTAL HEAT 10,450 TOTAL LOADI 35.148 CALCULATED LOAD FOR SERVICE 35,148 VA / 240 V= 146.45 200 AMP SERVICE COACH LIGHT COACH LIGHT TRANSFORMER BANK:80kVA VOLTAGE: 1620/13200-240/4WV SERVICE: SINGLE PHASE TYPE: UNDERGROUND AVAILABLE INITIAL SYMMETRICAL FAULT CIRCUIT AT SECONDARY SIDEt (120/240 VOLTS) MAXIMUM FAULT CURRENT: 1153SO amps POWER COMPANY TRANSFORMER SERVICE BY OTHERS GRADE L (3) w 1 T1-IHN/THWN COPPER CONDUCTORS, (1) 6 THHN/THUN COPPER GROUND IN 2" CONDUIT. NEMA 3R 200 AMP COMBO 120/240 VOLT 42 DISCONNECT CIRCUITS M AND METER MLO CAN 200 AMP. PHONE / DATA WEATHER PROOF 50X 200 A1lf= ELECTRICAL RISER NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER CO. ELECTRICAL PLAN SCALE: 1/4 = 1'-0' ELEVATION 'A' INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS PROVIDE 04 THHN/THUN COPPER CONNECTED TO CONCRETE ENCASED FOOTER STEEL AND COLD WATER PIPE, NOTE: IF PVC IS USED THERE IS NO BOND/GROUND TO COLD WATER PIPE. CABLE / TV WEATHER PROOF BOX 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 M 0003325 1 �"IIII"II �o0o�oaoo� SLTBDIV. & LOT: OAKLAND LAKE LOT- 22 MODEL: 1833 GA000-00 PROJECT#: 02784.000 PAGE: ELECTRICAL PLAN 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA 41018 4/4/18 8&ALJff%k1/Af'=1'-0$1 Planning & Development Services Department -t Building & egulationAsDion Product Review•allow lavilt Building Permit # Owners Name Ap licant: i Product Model Number Opening Design Product Rated Manufacturer Product Glass Type Method of Attachment Pressures Design Pressure Approval Number Windows Series 4700 +32.37/-42.62 +50/-60 DP Ply Gem FL14039-R2 Non -Impact One 3/16" ITW Tapcon with Single Hung Flange sufficient length to achieve 1 I/4" 25-SH Egress minimum embedment. Required anchors: Head (2). Jamb (3) Each window. Windows Series 4700 +32.37/42.62 +50/-60 DP Ply Gem FL14039-R2 Non -Impact One 3/16" ITW Tapcon with Single Hung Flange sufficient length to achieve 1 114" 25-SH Egress minimum embedment. Required Temp. anchors: Head (2), Jamb (3) Each window. Windows Series 4700 +32.37/42.62 +50/-60 DP Ply Gem FL14039-R2 Non -Impact One 3/16" ITW Tapcon with Single Hung Flange sufficient length to achieve 1 1/4" (2) 25-SH minimum embedment. Required Egress anchors: Head (2), Jamb (3) Each Window. Windows Series 4700 +32.37/-42.62 +501-60 DP Ply Gem FL14039-R2 Non -Impact One 3/16" ITW Tapcon with Single Hung Flange sufficient length to achieve 1 1 /4" 35-SH Egress minimum embedment. Required anchors: Head (2), Jamb (3) Each Window. Windows Series 4700 +32.37/42.62 +50/-60 DP Ply Gem FL14039-R2 Non -Impact One 3/16" ITW Tapcon with Flange sufficient length to achieve 1 1/4" 2414 Transom minimum embedment. Required Temp. anchors: Head (2), Jamb (3) Each window. Nluilions Series 4700 N/A +/- 75 DP Ply Gem FL15264.2 NIA 3/16" ITW Tapcon screws of Flange sufficient length to achieve minimum embedment of 1 %" into concrete/masonry substrate. Sliding Glass Doors Series 4700 +28.741.42.62 +1-50 DP Ply Gem FL 14634.2 Non -Impact y:' Elco Tapcon of sufficient length to achieve a 2'/2" minimum Head/Sill (6), Jamb B Each window. Swing Type Doors 3'0"x8'0" +30.64/-30.64 +67.0/-6U Therma Tru FL589I-R5 NIA ITW Tapcon %", Min Embedment 1- Smooth Star 1/4", Min Clearance to edge 2", Min Fiberglass Clearance to adJacentanchor 4" _OR ELCO Tapcon 1/4", Min Embedment 1-1/4", Min Clearance to edge 1", Min Clearance to adjacent anchor 4". Anchor Spacing Max 18.5' O.C. Garage Doors 160 Model +2591/-31.39 +361-42 Clopay FL16546.4 NIA Jamb to block on vertice jamb:'/,"xl 73W6 '/; min embedded Tapcon. Max spacing of 7 Wand 1" OD steel washer required. Door to jamb: 13 GA GALV. Steel flag bracket attached to jamb with (3) 5/16" X 1 51W lag screws and to track with (2)'/4" rivets. 2 W X 12 GA GALV. Steel brackets attached to jamb With (1) 5116" X 1 5/8" LAG screw per track bracket. Hurricane Protection 24ga Steel NIA +40/40 Eastern Metal FL 11964.2 NIA '/4" Tapcon Anchors, SG Tapeoms, or Panels Supply '/: x %" All Points Solid -Set Anchors. Minimum embedment into concrete of 1 '144" Roof Ventilation 4' Standard NIA N/A Tamko FL5219.3 R3 NIA Apply roof cement to the underside, Off Ridge back and side flanges of the ridge Vent vent. Cement should he %I' thick and extend 2" onto roof underlayment. Attached vent top and side flanges to deck with nails spaced 8" o.c. and 1 %2" from each end. After fastening flange to deck, nail and adhere loosened shingles with flashing cement. Apply flashing cement to exposed nail heads and wherever flange edges meet shingles. Roofing Underlayment N/A N/A N/A Trinity ERD FL15216-R2 NIA Field spacing max 12" O.C. Staggered overlaps attached 6' O.C. with corrosion resistant fasteners with 1" diameter plastic or metal cap nails. Roofing Asphalt N/A N/A N/A Tamko FL 18355-R3 N/A 6 nails per shingle. Standard type Shingles roofing nail, nail shanks should be 12 gauge wire and minimum head of 318". Nails should penetrate deck completely and extend at least 1/8" ast. I have reviewed the above components or cladding and 1 have approved their use in this structure. These products provide adequate resistance to the wind loads and forces specified by current code provisions. Name: Signature: Design Prof: Cert. No. Date: A R C H I T E C T S Design rou Ino. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 �"'llll"I �mv0vvvov� E 8 E O .0 ca L i I SUBDIV. & LOT: OAKLAND LAKE LOT-22 MODEL: 1833 GA000-00 PROJECTfjt: 02784.000 PAGE: PRODUCT APPROVAL 160 MPH EXP. C ARCHRECT (STATE OF FLORIDA 4 2018 DA : y4/4/18 sC/ .E:1/4"—i'-0" 9 OF 10 Fite Copy (I) 40 RE6AR VERTICALLY UV CONC. TOURED CELL (IS' MIN LAP) C7 rU 7 11ESAR VERTICALLY 1V CONC, POURED CELL (25' MIN LAP) R-4J INSTIL. MIN. f/J 2j TEXTUFMP COMENTlae COATma 6' CM J z w TER (A6TM cw6) (TYP E g ON C HU F iV E IR' 6YP. UL SD. '3 CURS SR144T VARIED 0 WOOD MADE NON NN 3 112' CONC, REIN. WI 6'x6' WIP OR PMERHEBH CN ' qWIAxWA `4 3 14, CON0.11ENF. W/ 6'x6' 6-MIL POLY ETHYLENE VALOR = WAxW64 WIIP OR PICERHE6NM FFMR OJ W1.L-COMPACTED Ve2a)mpoiWlkAR ON 6-MIL POLY ETHYLENE CLEAN 1ERHITE TREATED FILL VAPOR OAR TER ON)- ILL N 4' 4' TERMITE TREATED WAN C!) 9 REEeAR ON CFWR6 ON C"RD 1—STORY FOOTING 1—STORY FOOTING (l`1 W/ BLOCK WALL 1 E UT1 AT GARAGE 4 nT04110' 11A" INYOND / NNN WALL WrOND 314• RECEDE FOR rAVERB 4AIVAaE DOOR 3 VY WIC, MINN. Of 656' IS(MS4YIPCRFSEII'1 oN 6•ML PoLY FINITLIM VARR w C CNiiEI101B.L-O"AG1kV O_EMI 1E11M TIFAIM) iLL Q a r. r 3 UZ' LONG. FROM W/ 6'x6' WL4WM4 UW OR WpER'EDH ON ` 3WA�xW P1 '�DF1 ° PAVER 6-MIL POLY OTUYLENE VAPOR SAWAO R ON WELL -COMPACTED a WIF OBI! CN - r - ° 6-MIL POLY ETHYLENE VAPOR -R O ON SASE all I -0 CLEAR '1M rM TREATED FILL SA1V11@IQ ON W1L-COMPACTED GLEN{ TERMITE TREATED FILL RS E�� z EXTEND (1) b REAR ON CFl41RS m 6' RECTOS FOR PAVERS GARAGE STEP—UP UNDER PAVERS I -® l7) �S ROOM ON CHAIRS NON —BEARING %GARAGE DOOR FOOTING u 6� � •�� PAVER RECESS � � ENTRY DOOR a. VARIES e' SEE MANtF. PRODUCT OETARA — IDLD. z 3' 3' RECESS FOR TRACK' E a a 4 4 ual VARIES WN16H FLOOR _ (D AS R®AR SET M WIRSON HRH "' 6TREN4N EPDXY 6' W-1 MIN. (7) % REMAR • I -STOW 6 (3) b ROOM • 7-STORY Ada a OUTSIDE RESAR TO SE a `�f e ✓ / % / / ° WAMA LL1F OR PIOER'EiSH CN 4 0 a a ° ao a 6-MIL POLY E'MYLENE VAPOR �1) —i' t. ° a7'-I' m= CLEAN TERM: TREATED PILL MIN. LAP SHOWER RECESS FOOTER 1O SuuE r.ro SLAB AT S.G.D. 11 acALE r.ro TYP. RETROFIT FOR OMITTED DOWELS B REBAR LAP A7' FOOTING �`'� o TIE VERTICAL REPAIR To HORIZATIONAL REEW! W( 10' HOOK CIROIITED SOND SEAM VARIER, PER'. ELEV. °a 0. POR INSPECT�10'N iV lkO'-®' PM. PLR. lV V I RT. DOWEL LAPPED W( BOND SEAM d ° ^a TIE VERTICAL MESA % (U 7 PROM AT CORNERS W/?m' LAP MNL e a ° - TO HORIZATIONAI_ ROMM W)1O' HOCIK E�M TYP. REBAR LAP HORIZONTAL/ VERTICAL �AT LINTEL •�C�ORNERS F, REINFORCING A R C H IT E C T S Design Group"Inc 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA N: 0003325 �I�I'llllll �ovvvvOovJ E 8 E O C SVHDIV. 8e LOT: OAKLAND LAKE LOT-22 MODEL• 1833 GA000-00 PROJECT#: 02784.000 PAGE: FOUNDATION DETAILS 160 MPH EXP. C ARCHITECT: STATE OF F LOFIDA DATE• /23/18 SCA M: 1/4"=1'—O" SHEET jj JM MAY 2 5 2018 Permitting Department St. Lucie County, FL !U IS REBAR VERTICALLY <U 9 REBAR VERTICALLY W/ CONE. (V'S REBAR VERTICALLY W/ CONC. ( CONE. POURED CELL 2 6' MIN LAP) - POURED CELL (25' MIN LAP) POURED CELL (25• MIN LAP) STUDS 16' O.O. MAX R-41 NSUL. MIN. M R-41 INSUL. M. B I/t' . HEAD OF GARAGE TEXTURED GEMENTIOIB COATING - TEXTURED CEMENTIOUS COATING VARIES WITH SLOPE z _ a' cm z w PER (ASTM C926) (TYPJ PER (ASTM C926) (TYPJ wd - SECURE BT. PLATE TO SLAB C z Q R z a a' CMU S' cm ,q W/ }'x9' ANCHOR DOLT W/ 2' n E GYP, IL. B 0 w 112, GYP. UL. B. w z WASHER SET R4 SIM-SON HIGH E STRENGTH EPDXY b'EMBED. �T - W CURB HEIGHT VARIES .. J`IR' O WGYD BASE 3 WOOD BASE > MN. a 32. OG AX SECURE Mt. PLATE TO a ° ELK W/ (U Wd MASONRY _ e " ° f Q NAILS 32' O.C. (MAX) z L <- z ° z a , 31/1' CONC, REUF. W/ Wxb' WIAxW1.4 W1.F OR FIBERFE6H ON 3 In, CONE, Fmtw.. W/ 6'xb' - .°n WIAxWIA UAIF OR BIEERMESH 3 1/1• CONE, RE". W/ z a WUixW.4 UAIF OR FIEIER'ESH ON3 IR' CGNC, REIN. U!/ 6'X6' 6-MIL POLY ETHYLErE VAPOR aJ HELL -COMPACTED ON 6-MIL POLY ETHYLENE r - VAPOR BARRIER Od u 6-MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED - WI.4xWL4 WLLF OR PIBERMESHDARKER b-MIL POLY ETHYLENEVAPOR V B CLEAN TERMItE T�ATED FILL DELL -COMPACTED CLEAN TREATED FILL m 3 4' e' 4' 4' CLEAN TERMITE TI�ATED PILL VA BARRIER ON W WTERMITE �" (2) 9 REBAR ON C 4AIRS DELL -COMPACTED CLEAN TERMITE TREATED FILL 1/2- CONC, RE". W/ 4' 4. 4' IIR' RECESSO i 4' 4' 4' II2'REGESS t ON x6' WL4xWIA UAIF OR XblFIBEl AX IA 6-MIL zOLY 74-13- U U I'-0' mREBAR CHAIRS U I 0;,, (2) 45 REBAR ON CHAIRS 3 In' CONC. SLABOR (2) 9 REBAR ON CHAIRS ETHYLENE VAPOR mARRIER ON PAYER'S PER BLDS SPECS LL-COMPACTED CLEAN RMITE TT�ATED FILL ) 9 REBAR ON CHAIRS 1-STORY FOOTING LANAI/ENTRY GARAGE STEP-UP 1-STORY FOOTING 1-STORY FOOTING W BLOCK WALL 1 C , t •I'_0• STEP-UP 1-STORY 1 B , I/t •I'_0• 1-STORY L.B.W. 3 AT GARAGE 4- GARAGE . -0 ��AT L.B.W. (W/ NO -UPLIFT) �t11'1J BLALE, VY.I'-0• SECURE BT. PLATE TO WALL BEYOND YLAI-L BEYOND SECURE STUDS BLK W/ J'x9' ANCHOR TO BTM. PLATE BOLT W/ 2' WASHER SET IN W/ SIMPSON SP-4 SIMPSON HIGH STRENGTH 3/4• I�CESS FOR • 32. O.C. MAX EPDXY b' EMBED. MIN. • PAVERS GARAGE DOOR - 32' OC MAX. 3 l9' OONC, Iff@F. YY fTt6' Z YIL4AUA WF OR FBER•ESl1 ON - "L POLY VWLDE VAPORBAIE2ER O YELL-COMPACTEDONC, IMINF. W/ K CLEAR TERMITE TREATED FILL REIOR IAH O Ulb- IL ON 6-MIL 74ri > _3V!'CONE, — — 6-MIIUl,4 LLLLF OR YLERMESH OV i — b-MIL POLY EIHYLENE VAPOR F1 E 'ES'F4- ro 3 IJ2' C WWF OR FIBER`IE6' ON 3 U2•CONG, REIFIES W/ ESMESH ETHYLENE VAPOR ON - - PA°V� BARRIER ON WELREATED FILL BASEIER • �" CLEAN TERMITE 1F�ATED FILL F 3 I.Q' CONG, W/ 6'x6'GLEAN 6-MIL POLY ETHYLENE VAPOR BAWER ON WELL -COMPACTED OMPACTED GLEAN FILL C REBAR ON CHAIRS BEYOND OR FIBERPINSW ON ^'MBAR TERMITE 'IIZEATED PILL TREATED 4' 4' BEYOND 4" 6I-MIIL PO YL ETHYLENE VAPOR ON CHAIRS (U'5 REBAR ON CHAIRS EMEND FOOTING BARRIER ON YELL -COMPACTED b' REE ORECESS FOR PAYERS m FOOTING GARAGE STEP-UP UNDER PAVERS CLEAN TERMITE TREATED FILL (0 BREBARONCHAIR9AT U )9 REBAR ON CHAIN1-STORY L.B.W. (W/ UPLIFT) � NON -BEARING GARAGE DOOR FOOTING THICKEN EDGEPAVER �,'�'.r"a'@ RECESS ENTRY DOOR .I -0 $' VARIES a'SEE MANUF. PRODUCT DETAILS FOR RECUIRED SIZE AND DEPTIOF RECESS FOR SGD. TRACK POURED LINTEL CONT. (TYPJ S' CMU FILLED CELL (TYPJK VIA4RIES FINISH FLOOR WALL FRAMING NrWASHIER n (V 5 REBAR SET IN SIMPSON HIGH2X z STRENGTH EPDXY 6' EMBED. MIN. (2) 9 REBAR • I -STORY 2-STORY (3J5'XS' ANCHOR BOLTS a (3VXS' • .` - J-BOLTS MIN. b'EMBEDMENT W/ 2'X2'XI/e' AND NUT SPACED EVENLY FROM .. - - , OUl'SIDE MBAR TO DE CONTINUOUSIDLERE VA'VA VA VA ° ° - , -° AA �` a ), ° FLOOR TO BOND BEAM. SET N JOINTS FMQIOR TO FILLING. (SLEEVED ANCHOR IN ° SOLID POUR ACCEPTABLE RETROFIT) 3 In' CONC, RE". W/ 6'x6'- ° `�� d ° a WI,4xWl.4 WWF OR FIBERMESH ON a 6-MIL POLY ETHYLENE a °° n D C I J "5 -GON7. "w ' ° BARRIER ON WELL-COMPAC CLEAN TERMITE TREATED FILL E- O 0 - EXT. /INT. FRAME WALL TO SHOWER RECESS FOOTED 10 — SLAB AT S.G.D. 11 SCALE,1'.I'-0' BLOCK WALL CONNECTION 12 SCALE, I/C.I'-0' TYP. RETROFIT FOR OMITTED DOWELS REBAR LAP AT FOOTING SC,LE,,.,,'_a. IRE .I'-0 B E: I/Z'• '-0 GROUTED BOND BEAM tIE VERTICAL MBAR / VARIES PER ELEV. TO HORIZATIONAL REBAR W/ IV' HOOK = TIE VERTICAL ° A -TO HORZA.TIOL GROUTED BOND REAM N RE 10' HOOK a BAR WHOOK VARIES PER ELEV. d -J, VARIES PER ELEV. °'GIA^UTED BOND BEAM I a Q CLEAIOUT REQUIRED a CLEANOUT REQUIRE FOR INSPECTION _ Q FOR INSPECTION 0'-0' FN. PLR N -°il 0'-0' FIN. FLR (0 5 VERT. DOLEL ° LAPPED W/ BOND BEAM ° REBARTIE VERTICAL p ° °` ( TIE VERTICAL REBAR (1) 5 REBAR AT CORNERS `a _ TO HORIZAi CNAL - ° REBAR W/ �' HOOK , TO HORIZATIONAL REBAR W110' HOOK W/ 25' LAP MIN. �.a HORIZONTAL/ VERTICAL TYP, REBAR LAP HORIZONTAL/ VERTICAL REINFORCING AT c AT LINTEL CORNERS F REINFORCING G BEARING CHANGE , IRE•• -0 G , _0 A R C H I T E C T S Design oU Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www,a bdesigngro u p.co m AA #: 0003325 �III"'llll LomO0000v�J STJBDIV. ac LOT: OAKLAND LAKE LOT-22 MODEL: 1833 GA000-00 PROJECT#: 02784.000 PAGE: FOUNDATION DETAILS 160 MPH EXP. C ARCHITECT STATE OF FLORIDA ►4 f SC/4"=V-0" Ffic Luo SHINGLES OR TILE (PER BLDR REFER TO DETAIL I/D2 FOR GABLE NOTE: K NOTE: X-BRACING REQUIREMENTS SHIM AS NEEDED L�jSHIM AS NEEDED OVER 0300 FELT PAPER (OR APPROVED EQUAL) TO PLUMB JAMB. TO PLUMB JAMB. INSTALLED PER SECTION R905 OF THE FBCR, RE -ENGINEERED 6TH EDITION (2011) GABLE ROOF TRUSS 1-1 DO N07 EXCEED �' � p0 N07 EXCEED 8' CMU BLDGK 8' CMU BLOCK —J OVER ROOF SHEATHING (TYPE AND ATTACHMENT 2x4 BLOCKING BETWEEN TRUSSES I' DRYWALL I' DRYWALL WINDOW/DOOR JAMB METHOD PER 'NAILING SCHEDULE' AT FIRST (2) BAYS P.T. Ix4 or J'x4' MIN. ❑ P.T. Ix4 or i'x4' MIN. (4'-0' O.C. e SHEATHING SEAMS) (sEE wNDowmooR JAMB BLocKIr Ix4 or Ix2 P.T. NAILER IF(SEE WINDOW/000R JAMB BLOCKING Ix4 or Ix2 P.T. NAILER BLOCKING FASTENER METAL DRIP EDG FASTENER SCHEDULE FOR ATTACHMENT DOOR CASING FASTENER SCHEDULE FOR ATTACHMENT G)SCHEDU 2x6 SUB -BAN 71FF5ACK At ALL UPRIGHTS SECURE 2nd 2x TO STRUCTURAL DOOR CASING LE VENTED ALUMINUM SOFFIT DOOR JAMB / WINDOW OOR JAMB / WINDOW OVER 4'-10" HIGH MEMBER w/ l2)12d NAILS 8' FRDM ' TEXTURED CEMENTITIOU5 COATING MIN. (ATTACHED TO BLOCKING (ATTACHED TO BLOCKING P.T. Ix4 or 'x4' MIN: (AS PER TRU55 ENGINEERING) PER MFR'S SPECIFICATIONS EACH END and IS' O.G. MAX PER MFR'S SPECIFICATIONS) (PER A5TM C926) OVER PAPERBACK ECURE P.T. 2x8 TO BLOCK w/Y�' x 9' SECURE THRU FRAME INTO BLOCK w/ EXPANDED METAL LATH, OVER APPROVED 2-LAYER WATER RE515TANT BARRIER, OVER PER PLAN ANCHOR BOLT w/ 2' WASHER, SET IN V �" M EACH (MIN. EMBEDMENT . WALL SHEATHING (TYPE AND ATTACHMENT SIMPSON or U5P HIGH STRENGTH EPDXY WINDOW TO BLOCK (+%" or + a") WINDOW TO BLOCK (+3") So�FROM EACH ENE) and IS' O.G. MAX (6 MIN. EMBEDMENT g 32 O.C. MAX) „ METHOD PER 'NAILING SCHEDULE' )-J- -4 DOOR JAMB TO BLOCK (+ 4 or + 4) DOOR JAMB TO BLOCK (+3) (1) DRIVE PIN, 8' FROM EACH ENE) and 6 18' O.G. MAX SECURE GABLE TO 2x8 P.T. PLATE Ie 4A scaLE: r=r-m' 4E scal-E° I'' MIN. SHANK SIZE .145 w/ 12d NAILS 9 8' O.C. MAX MIN. HEAD SIZE 300 7 ONT. 2x4 RAT -RUN ATTACHED TO EACH MIN. EMBEDMENT 1 4' TRU55 w/ (2) 12d NAILS PLASTIC OR METAL WEEP SCREE INSTALLED 9 MID -POINT OF TRUSS SPAN LT NOTE: LT NOTE: I' TEXTURED CEMENTITIOUS or 10'-0' O.C. 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/ (1)16' TAPCON G926) OVER CM (R-VALUE PER ENERGY CALC5) ❑ p0 NOT EXCEED' ❑ p0 NOT EXCEED' (MIN. EMBEDMENT 14') 8' FROM EACH 8' CMU BLOCK END and m 15' O.C. MAX GYPSUM BOARD OR I' HIGH STRENGTH I CEILING BODRYWALL 8' CMU BLOCK I' DRYWALL or ARD (1) DRIVE PIN, 8' FROM EACH END and ONG. FILLED U-BLOCK w/ (1) «5 P.T. 2x BLOCK WALL SECTION - GABLE ROOF (SEE WINDOW/DOOR JAMB 13LOGKNG Ix4 or Ix2 P.T. NAILER P.T. Ix4 or i'x4' MIN. Ix4 or Ix2 P.T. NAILER 9 18' D.C. MAX I CONTINUOUS REBAR FASTENER SCHEDULE FOR ATTACHMENT (SEE WINDOW/DOOR JAMB BLOCKING siNGLE STORY SCALE: s/a =I -m DOOR CASING � OSB (4 WIDE MIN.) MIN. SHANK 512E .145 FASTENER SCHEDULE FOR ATTACHMENT MIN, HEAD 512E 300 DOOR JAMB / WINDOW SECURE 2nd 2x TO STRUCTURAL DOOR CASING (ATTACHED TO BLOCKING MEMBER w/ (2)12d NAILS 8' FROM OOR JAMB /WINDOW MIN. EMBEDMENT I' SHINGLES OR TILE (PER BLDR) PER MFR'S SPECIFICATIONS EACH END and 9 IS' O.C. MAX (ATTACHED TO BLOCKING 71: OVER W FELT PAPER (OR APPROVED EQUAL) PER MFR'S SPECIFICATIONS) P.T. 2x6: INSTALLED PER SECTION R905 of THE FBCR, NOTE: SECURE TO WINDOW TO BLOCK (+I %") STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED (MIN, EMBEDMENT II 4') 8') FROM EACH TAPCONS 6TH EDITION (2017) DOOR JAMB TO BLOCK (+I Y") THROUGH NON-STRUCTURAL MEMBER (Ix or �' 055) END and 6 18' O.C. MAX OVER ROOF SHEATHING (TYPE AND ATTACHMENT 4B w/' TAPCON MIN. 14' EMBEDMENT INTO BLOCK or ' METHOD PER 'NAILING SCHEDULE— SCALE, I'°I' m' (2) DRIVE PINS, 8' FROM EACH ENp and -ENGINEERED ROOF TRU55 9 IS' O.C. MAX EMBEDDED STRAP ATT OR BLOWN -IN INSULATION WINDOW TO BLOCK (+3 16") MIN. SHANK SIZE .145 (PER PLAN (R-VALUE PER ENERGY CALC5) NOTE: 4F DOOR JAMB TO BLOCK (+3 %6") MIN. HEAD SIZE 300 LT MIN. EMBEDMENT 14' SHIM AS NEEDED SCALE: r=r-m' TO PLUMB JAMB. METAL DRIP EDG ' GYPSUM BOARD OR I' HIGH ❑ p0 NOT EXCEED" P.T. 2x8: 2x6 SUB -BAN f STRENGTH CEILING BOARD 8' CMU BLOCK SECURE TO BLOCK w/ (2) a' TAPCONS VENTED ONC. FILLED U-BLDGK w/ I' DRYWALL NOTE: (MIN. EMBEDMENT 1 4') 8' FROM EACH ALUMINUM SOFFIT (1) 05 CONTINUOUS REBAR P.T. 2x Ix4 or Ix2 P.T. NAILER SHIM AS NEEDED END and a 18' O.C. MAX ER PLAN (SEE WINDOW/DOOR JAMB BLOCKING -P RECAST LINTEL FASTENER SCHEDULE FOR ATTACHMENT �° OSB l4' WIDE MIN.) TO PLUMB JAMB. or b (2) DRIVE PINS, 8' FROM EACH END and WINDOW (PER PLAN), (SIZE AND REINFORCEMENT ❑ DO NOT EXCEED ¢' ATTACHMENT PER MFR. PER PLAN) DOOR JAMB / WINDOW DOOR CASING 6 15' O.C. MAX SPECIFICATION (ATTACHED TO BLOCKING 8' CMU BLOCK MIN. SHANK SIZE .145 PER MFR'S SPECIFICATIONS I' DRYWALL MIN. HEAD SIZE 300 P.T. Ix4 or i'x4' MIN. Ix4 or Ix2 P.T. NAILER MIN. EMBEDMENT 141 NOTE: (sE f WINDOW/DOOR JAMB BLOCKING P.T. Ix (4' WIDE MIN.) ALL INSULATION STRUCTURAL 2x MUST BE ON OUTSIDE E SECURED FASTENER SCHEDULE FOR ATTACHMENT THROUGH NON-STRUCTURAL MEMBER (Ix or a' 055) DOOR CASING P.T. (2) 2x4: PRECAST OR POURED IN (R-VALUE PER ENERGY CALLS) SECURE 2nd 2x TO STRUCTURAL w/' TAPCON MIN.1 4' EMBEDMENT INTO BLOCK MEMBER w/ (2)12d NAILS 8' FROM OOR JAMB / WINDOW SECURE To BLOCK w/ (1) 4' TAPCON PLACE SILL (PER BLDR I' GYPSUM WALL BOARD EACH END and 6 18' D.C. MAX (ATTACHED TO BLOCKING (MIN. EMBEDMENT 1 4') 8' FROM EACH I' TEXTURED CEMENTITIOU5 1) 05 REBAR VERTICALLY IN WINDOW TO BLOCK (+1 1%6") PER MFR'S SPECIFICATIONS) END and g 18' O.G. MAX COATING MIN. (PER ASTM CONC. POURED CELL 15 „ NOTE: or (U DRIVE PIN, 8' FROM EACH ENp and Cll OVER CM (LOCATION PER PLAN) DOOR JAMB TO BLOCK (+1 /6) STRUCTURAL 2x MUST BE ON OUT511DE E SECURED " 8' CMU---1 g 18 D.C. MAX P.T. FURRING STRIPS 6 16' O.G. 4C SCALE: r=r-m' THROUGH NON-STRUCTURAL MEMBER (Ix or �' 05B) MIN. SHANK 512E .145 W/TAPCON MIN. 1 4' EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 OD BASE MIN. EMBEDMENT I it NOTE: WINDOW TO BLOCK (+3 %6") SHIM AS NEEDED 7 „ P.T. (2) 2x6: To PLUMB JAMB. DOOR JAMB TO BLOCK (+3 /6 ) ONCRETE SLAB p0 NOT EXCEED " C4G SCALE: r=r-m' SECURE TO BLOCK w/ (2) ' TAPCONS (SEE FOUNDATION PLAN FOR 51ZE (MIN. EMBEDMENT 149 8' FROM EACH ANI) REINFORCEMENT) 8' CMU BLOCK END ands 18' O.C. MAX XTERIOR WALL FOOTING I' DRYWALL UPLIFT UP TO I,IiS Ib or2 (SEE FOUNDATION PLAN FOR 512E P.T. 2x Ix4 or Ix2 P.T. NAILER (2) DRIVE PINS, 8' FROM EACH ENE) and BLOCK WALL SECTION -HIP ROOF AND REINFORCEMENT) (SEE WNDOW/DOOR JAMB BLOCKING SIMPSDN HTS20 w/ (10)10d NAILS TO TRUSS 8 9 18' O.C. MAX P.T. Ix l4 WIDE MIN.) SINGLE STORY SCALE: 3/4'=1'-ID' FASTENER SCHEDULE FOR ATTACHMENT (4) 4'X2 J' TAPCONS INTO BONA BEAM -ENGINEERED MIN. SHANK SIZE .145 DOOR JAMB / WINDOW DOOR CASING (or EQUIVALENT INSTALLED PER MFRS 5PEC5 TRU55 MIN. HEAD SIZE .300 (ATTACHED TO BLOCKING ONTINUOUS BOND MIN. EMBEDMENT 14' BATT INSULATION ADHERED TO CEILING ' GYPSUM BOARD OR I' HIGH PER MFR'S SPECIFICATIONS7 UPLIFT UP TO 2350 Ib BEAM BOARD lR-VALUE PER ENERGY CALLS (2) SIMPSON HT520 EACH SIDE OF TRUSS w/ STRENGTH CEILING BOARD NOTE: (10)10d NAILS TO TRUSS (4) 4'X2' TAPGONS --- P.T.(2) 2x8: RE STRUCTURAL 2x MUST BE ON OUTSIDE 8 SECURED INTO BOND BEAM 6iiTHROUGH NON-STRUCTURAL MEMBER (Ix or �' 055) (or EQUIVALENT INSTALLED PER MFR'S SPECS SECURE E BLOCK a/ 8' 4' M EACH S /' TA 14' EMBEDMENT M FROM EACH END and 18' O.C. MAX w b TAPCON MIN BEDMENT INTO BLOCK (MIN. EMBEDMENT I �') 8' TAPCONS MIN. or gFENNG 22° x 3V MIN. 2' COVER (2) DRIVE PINS, V FROM EACH END and I�- DOD CASING AT SIDE WINDOW TO BLOCK (+2 �4 ) 2' APART 9 18' D.C. MAX ATTIC ACCESS AIR SEAL GASKET BETWEEN DOOR JAMB TO BLOCK +2 %4" MIN. SHANK SIZE .145 3 SCALE: N.T.S.WOOD CA51NG E GYP. 4D ( ) 5 TRUSS ANCHOR RETRO-FIT MIN. HEAD SIZE 300 BOARD (TYP) SCALE: i'=i'-0' SCALE: N.T.S. MIN. EMBEDMENT 14' A R C H I T E C T S Desn I I o up Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.a bdesigngro up. com AA #: 0003325 r �nm iui �m0000aam� E 8 vi E O C SUBDIV. & LOT: OAKLAND LAKE LOT-22 MODEL: 1833 GA000-00 PROJECT#: 02784.000 PAGE: I -STORY WALL SECTIONS & NOTES 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA 14PR t Zola DATt: 4/4/18 SC LE:1/4"=1'-0" File Copy NAILING SCHEDULE ROOF DIAPHRAGM - ASPHALT SHINGLE Y*' O.S.B. or �' COX PLYWOOD - Sd RING SHANK GUN NAILS a 4' OC. 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 s 4' OC. EDGEWISE. 2x4 BLOCKING AT ALL PANEL JOINTS WITHIN 4'-0' OF GABLE M. ROOF DIAPHRAGM - CEMENTITIOUS TILE or METAL %' CDX EXTERIOR PLYWOOD or B/32' APA-RATED O.S.B. (AS PER MANUFACTURER'S INSTALLATION SPECIFICATIONS) - Sd RING SHANK GUN NAILS a 4' O.G. a SUPPORTED PANEL EDGES AND Sd RING SHANK GUN NAILS a 6' O.C. 0 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*' OSB. or V PLYWOOD or 1*' ZIP BOARD SYSTEM - Sd RING SHANK GUN NAILS a 4' O.C. PANEL EDGES AND 8d RING SHANK GUN NAILS 4' OC. 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 8d ROUND, MODIFIED OR T 2 %' .131 1100w RING (16-20 RINGS PER INCH) Sd RING SHAWL GUN NAILS o 4' O.C. TOP 4 BOTTOM EDGES n pi q uA z TYPICAL EXTERIOR SHEATHING ATTACHMENT FOR WALL SHEATHING (OSB. TO BE STRUCTURAL GRADE) 0 In L Z � o W � u k,. TOP CHORE) BLOCKING a 4' OC. MAX IN FIRST (2) FRAMING SPACES ® EACH END- — PRE-ENGINEERED TRUSS or RAFTS L BUILDING LENGTH ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING C Sd RING SHANK GUN NAILS a 6' OC. IN FIELD TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING (OSB. TO BE STRUCTURAL GRADE) C Sd RING SHANK GUN NAILS a 12' O.C. IN FIELD or Sd x 3' SCREW SHANK BALLISTIC ELECTRO GALVANIZED STRIP NAILS B 12' O.C. IN FIELD UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING TYR 3/4' T4G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS NOTE: DIAGONAL BRACE 9 CENTER OF TRUSS SPAN or HIGHEST RIDGE. 0 DIAGONAL BRACE TO BE a ANY SPAN 15'-0' OR GREATER (REFER TO TRUSS ENGINEERING FOR ADDITIONAL HORIZONTAL TRUSS REINFORCEMENT) r 0-0' - 30'-0' USE (1) X-BRACE 30'-1' - 60-0' USE (3) X-BRACE (1) X-BRACE a 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 SCREED SHOWN w/ CMU (FRAME CONDITION SAME X-BRACING REQUIREMENTS) GABLE X-BRACING 1 SCALE: 3/4'°I'-®' SECURE TOP PLATES w/ 16d CCMMON NAILS a 4' O.C. 2-RM, STAGGENZED 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 3 SCALE: 3/4'-P_�' 2x4 BLOCKING BETWEEN TRUSSES AT FIRST (2) BAYS (4'-0'O.C. a SHEATHING SEAMS) (2) 2x4 SYP 02 DIAGONAL BRACE w/ (3) 12d NAILS o EACH TRUSS (DIAGONAL X-BRACING TO COVER 5-TRUSSES CONT. 2x4 RAT -RUN ATTACHED TO EACH TRUSS w/ (2)12d NAILS INSTALLED a MID -POINT OF TRUSS SPAN or 10-0' OC. 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 �I�IIIIIIII SUBDIV. ac r.OT: OAKLAND LAKE LOT-22 MODEL 1833 GA000-00 PROJECT& 02784.000 PAGE: SECTIONS/ DETAILS 160 MPH EXP. C ARCHrrECT: STATE OF FLORIDA -�v 2 3 /23/18 sCA;AE: 1/4"=1'-0" SHEET ID 3 MAY 2 5 2018 Permitting Departrr St. Lucie County, NAILING SCHEDULE OF DIAPHRAGM - ASPHALT SHINGLE e 0.55. or } ' CDX PLYWOOD - Sd RING SHANK GUN NAILS 9 4' O.C. a SUPPORTED PANEL 2x LBW (STUD SIRE, SPACING 4 LOCATION PER PLAN) PRE-ENGINEERED ROOF TRUSS PRE-ENGINEERED ROOF TRU56 EDGES AND ad RING SHANK GUN NAILS -s 6' O.C. o INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE Sd RING SHANK GUN NAILS m 4' O.C. EDGEWISE. ECURE 2x TO CMU wl (3)V x 9' 2x4 BLOCKING AT ALL PANEL JOINTS WITHIN 4'-0' OF GABLE END. ROOF DIAPHRAGM - CEMENTITIOUS TILE or METAL %8 CDX EXTERIOR PLYWOOD or 5/2' APA-RATED 0.8$. (AS PER MANUFACTURER'S INSTALLATION SPECIFICATIONS) - 8d RING SHANK GUN NAILS a 4' O.C. a SUPPORTED PANEL EDGES AND 8d RING SHANK GUN NAILS 9 6' O.C. a INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE Sd RING SHANK GUN NAILS 9 4' O.C. EDGEWISE, TOP CHORE) BLOCKING g 4' 2x4 BLOCKING AT ALL PANEL JOINTS WITHIN 4'-0' OF GABLE END. O.C. MAX IN FIRST l2) FRAMING SPACES 9 EACH ENvt EXTERIOR WALL SHEATHING PRE-ENGINEERED TRUSS Z 1i a W Q ' W ANCHOR BOLT wl 2' WASHER SET IN SIMP50N OR U5P HIGH STRENGTH EPDXY (6' MIN. EMBEDMENT) NOTE: (1) ANCHOR BOLT LOCATED 6' FROM TOP AND BOTTOM 4 (1) NEAR MID -CENTER -DOUBLE TOP PLATE TO STUD w/ SIMPSON 5P4 (USP 6PT4) to 32' O.C. MAX 2x STUDS IV O.C. MAX UNLESS NOTED OTHERWISE 2x CONTINUOUS STRESS BLOCKING MID -WALL -----DOUBLE TOP PLATE TO STUD w/ SIMPSON SP4 (U5P SPT4) 9 32' O.C. MAX 2x STUDS IV O.C. MAX UNLESS NOTED OTHERWISE 2x CONTINUOUS STRESS BLOCKING MID -WALL — X' 0.5U3. or V PLYWOOD or b° ZIP BOARD SYSTEM - Sd RING SHANK GUN NAILS 9 4' O.C. 6 or RAFTER'GYPSUM WALL BOARD ' GYPSUM WALL BOARD PANEL EDGES AND Sd RING SHANK GUN NAILS 4' O.C. TOP 4 BOTTOM PANEL AND 8d RING ROOF SHEATHING-1) SHANK GUN NAILS e 6' O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. -- _ NOTE: RING SHANK GUN NAILS SHALL BE PER ITTED AS AN ACCEPTABLE FASTENER FROM _o ANY MANUFACTURER oSECURE NAIL REQUIREMENTS `� 05 REBAR VERTICALLY IN CONC. POURED CELL (LOCATION PER PLAN) ONGRETE SLAB (SEE FOUNDATION PLAN FOR SIZE BOTTOM PLATE TO SLAB w/ (1) IOd CUT NAIL g 32' O.C. MAX ECURE BOTTOM PLATE TO SLAB w/ V x V ANCHOR BOLT w/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY (OR EQUIVALENT) 6' EMBEDMENT MIN. ® 32' O.C. MAX TUD TO BOTTOM PLATE w/ 51MR50N 6P4 (USP 5PT4) 9 32' - — — — — 51ZE HEAD LENGTH DIAMETER TENSILE STRENGTH SHANK 8d ROUND, MODIFIED OR T 2 %8 .131 110,000 RING (16-20 RINGS PER INCH) AND REINFORCEMENU O.C. MAX A, BUILDING LENGTH' �, a as a ONCRETE SLAB ONCRETE SLAB --�—INTERIOR BEARING -WALL FOOTING (SEE FOUNDATION PLAN FOR SIZE (SEE FOUNDATION PLAN FOR SIZE ROOF SHEATHING LAYOUT AND ENDWALL a (SEE FOUNDATION PLAN FOR 51ZE AND REINFORCEMENT) AND REINFORCEMENT) BRACING FOR GABLE END FRAMING AND REINFORCEMENT) a NTERIOR BEARING WALL FOOTING --INTERIOR BEARING WALL FOOTING 8d RING SHANK GUN NAILS 6 4' O.C. X I ERIOR WALL FOOTING (SEE FOUNDATION PLAN FOR SIZE (SEE FOUNDATION PLAN FOR 51ZE (SEE FOUNDATION PLAN FOR SIZE TOP 4 BOTTOM EDGES AND REINFORCEMENT) AND REINFORCEMENT) AND REINFORCEMENT) INTERIOR LBW TO CMU INTERSECTION t SINGLE STORY L.B.W. w/ NO UPLIFT SINGLE STORY L. B. W. w/ UPLIFT I 4B 4A SCALE:3/4'=1'-0' SCALE:3/4'=1'-0' SCALE: 3/4'=I'-0' zLu Q V W Sd RING SHANK GUN NAILS Q 6' O.C. IN FIELD NO , PRE-ENGINEERED PRE-ENGINEERED ROOF TRUSS ROOF TRUSS Ll z 4'-0' MINIMUM OVERLAP FOR TOP PLATE SPLICE SECURE TOP PLATES w/ 16d COMMON NAILS a 4' O.G. LLu N U- 2-ROw6,STAGGERED a z TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING o o (o.S.B. TO BE STRUCTURAL GRADE) TOP PLATE OUBLE TOP PLATE TO STUD w/ SIMPSON 5P4 (USP 6PT4) Z ° 's 2x WOOD or METAL STUDS 32' O.C. MAX 9 24' O.C. MAX 2x CONTINUOUS STRESS —�� Sd RING SHANK GUN NAILS 12' (NOT LOAD BEARING) BLOCKING 19 MID -WALL Z Lu F e O.C. IN FIELD 2x STUDS 9 IV O.C. MAX or Sd 3' SCREW SHANK UNLESS NOTED OTHERWISE m a o x BALLISTIC NOTE- `15T FLOOR STUDS TO 2ND FLOOR STUDS o n L a N ELECTRO GALVANIZED STRIP NAILS e 12' O.C. IN FIELD * p0 NOT SPLICE TOP PLATES WITHIN 6'-0' /4 T4G SUBFLOOR (ATTACHMENT SECURED w/ 51MP50N OR USP M5TA36 o Is) azm OF ENDS OF WOOD STRUCTURAL PANEL METHOD PER 'NAILING SCHEDULE') —3/a' T4G SUBFLOOR (ATTACHMENT SHEAR WALLS. METHOD PER 'NAILING SCHEDULE') UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF THIS DETAIL APPLIES AT ALL EXTERIOR RE -ENGINEERED FLOOR TRUSS —PRE-ENGINEERED FLOOR TRUSS " SUB -FLOOR SHEATHING WALLS AND INTERIOR SHEAR WALLS. . . . . . . . . . . —DOUBLE TOP PLATE TYPICAL EXTERIOR SHEATHING ATTACHMENT TYP. 3/4' T4G SUB -FLOOR DECKING GLUED FOR WALL SHEATHING To ALL EXPOSED MEMBERS TOP PLATE SPLICE DETAIL 2x STUDS 6 IV O.C. MAX (0.5.5. TO BE STRUCTURAL GRADE) 3 SCALE: 3/4'=1'-V OUBLE TOP PLATE UNLESS NOTED OTHERWISE j' GYPSUM WALL BOARD !'GYPSUM WALL BOARD 2x CONTINUOUS STRESS BLOCKING 0 MID -WALL 2x CONTINUOUS STRESS BLOCKING 6 MID -WALL NOTE: -ENGINEERED GABLE TRU55 r DIAGONAL BRACE a CENTER OF TRUSS SPAN or 2x4 BLOCKING BETWEEN —SECURE BOTTOM PLATE TO SLAB w/ HIGHEST RIDGE. TRUSSES AT FIRST (2) BAYS 2x STUDS g 16" O.C. MAX y' x 5' ANCHOR BOLT w/ 2' WASHER SET IN SIMPSON HIGH STRENGTH DIAGONAL BRACE TO BE 6 ANY SPAN 15'-O' OR (4'-0' O.C. e SHEATHING SEAMS) UNLESS NOTED OTHERWISE EPDXY (OR EQUIVALENT) 6' 7 GREATER (REFER TO TIRU55 ENGINEERING FOR 2) 2x4 5YP 02 DIAGONAL BRACE w/ (3) SECURE BOTTOM PLATE TO EMBEDMENT MIN. e 32' O.C. MAX ADDITIONAL HORIZONTAL TRUSS REINFORCEMENT.) rIX2d NAILS .9 EACH TRUSS (DIAGONAL SLAB w/ (1)10d CUT NAIL g TUD TO BOTTOM PLATE w/ O'-0' - 30'-0' USE (1) X-BRACE -BRACING TO COVER 5-TRU55E5 32' O.C. MAX SIMPSON SP4 (U5P SPT4) 32' 30'-1' - 60'-0' USE (3) X-BRACE. (1) X-BRACE 9 CENTER 4 (2) BRACES Od Q. °. O.G. MAX d ° Q. DIVIDED EQUALLY FROM CENTER TO END - ONCRETE SLAB d. eb —CONCRETE SLAB E ev ISEE FOUNDATION PLAN FOR SIZE (SEE FOUNDATION PLAN FOR SIZE REINFORCEMENT) AND REINFORCEMENT) 5TIFFAND ACK AT ALL UPRIGHTS NTERIOR BEARING WALL FOOTING NTERIOR BEARING WALL FOOTING OVER HIGH OVER R TRI01USS (AS PER TRUSS ENGINEERING (SEE FOUNDATION PLAN FOR SIZE (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) AND REINFORCEMENT) PLASTIC OR METAL WEEP SCREE TWO STORY L.B.W. NO UPLIFT TWO STORY L.B.W. UPLIFT SHOWN w/ CMU (FRAME CONDITION w/ 5A w/ SB SAME X-BRACING REQUIREMENTS) 7B ONT. 2x4 RAT -RUN ATTACHED TO EACH SCALE: 3/4'=r-m' SCALE: 3/4'=r-m' GABLE X—BRACING TRUSS w/ (2)12d NAILS — INSTALLED 9 MID -POINT OF TRUSS SPAN I SCALE: 3/a'=1'-m' or 10'-0' O.G. MAX A R C H I T E C T S Design ro u ifinc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 �I"'llllll o�0ovomvoJ svBDIV. 8e LOT: OAKLAND LAKE LOT-22 MODEL: 1833 GA000-00 PROJECT#: 02784.000 PAGE: SECTIONS/ DETAILS 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA `' r 01MAU sapv: 1/jf=1'-0" s File E-ENGINEERED TRUSS iYPSUM BOARD OR IIGH STRENGTH CEILING ARD 2x TOP PLATE iYPSUM WALL 50ARD WOOS STUDS a 24' O.C. tE PER PLAN) :URE 50TTOM PLATE TO Z w/ 10d MASONRY LS 6 32' O.C. MAX SICRETE SLAB ;E FOUNDATION PLAN FOR AND REINFORCEMENT) .RING WALL SCALE: 3/4'=I'-O' =-ENGINEERED TRUSS iYPSUM 50ARD OR IGH STRENGTH CEILING ARD s TOP CHANNEL (25 GAUGE) CHANNEL TO TRUSS w/ rWALL SCREWS (EACH TRUSS ?4' O.C. MAX) YPSUM WALL BOARD s METAL STUDS (25 GAUGE) O.0 w/ FULL LENGTH LAYER OF TYPE GYPSUM WALLBOARD, ACHED TO EACH SIDE 0 12' OC. s 50TTOM CHANNEL (25 IGE) BOTTOM CHANNEL TO �5 w/ 10d x I' MIN. MASONRY - w/ WASHER 9 32' O.C. MAX. 4CRETE SLAB FOUNDATION PLAN FOR AND REINFORCEMENT) ".IFIC. CONSULT HEIGHT LIMITS. RING WALL SCALE: 3/4'al'-& /ERTICALLY IN CONC. POURED AND LOCATION PER PLAN) TRIP MOLDING AROUND DOOR =ACTURER'S SPECIFICATIONS) aD STUD SECURED TO FILLED V x S' ANCHOR BOLTS w/ 2' T IN SIMPSON or USP HIGH :FOXY (MIN. 6' EMBEDMENT) GARAGE DOOR (BY OTHERS) 0 STEEL VERTICAL TRACK S - INSTALLED PER RER'S SPECIFICATIONS) A R C H I T E C T S Des pi n 1 oG Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 ��ovvvv0000r 8L?BDIV: 8e LOT: OAKLAND LAKE LOT-22 MODEL: 1833 GA000-00 PROJECT& 02784.000 PAGE: SECTIONS/ DETAILS 160 LiPH EXP. C AR cHITECT: STATE OF F LOFADA JAME &WELL 12079 DA •/,5/23/18 SC • : 1/4"=1'-0 MAY 2 5 2918 Permitting Departmer St. Lucie County, FL 2x RIDGE ONE SIZE LARGER THAN /-PRE-ENGINEERED TRUSS RAFTER SIZE w/ MIN. (3)12d NAILS / or MIN, (4)10d GUN NAIL lx6 COLLAR TIE a EVERY OTHER m RAFTER w/ MIN. (3)12d NAILS or ' GYPSUM BOARD OR IMP50N VTCR or USP VTT (I I 1 i�i�y MIN. l4)10d UN NAILS . , . • o HIGH A�STRENGTH CEILING SPACING (U 6 EACH ENE) INGLE 2x TOP PLATE AND 6'-0' O.C. MAX Ix8 NAILER SECURED TO TRUSSES BELOW w/ (2)12d NAILS or (3)10d 44441 GUN NAILS s EACH TRUE 'GYPSUM WALL BOARD IIIII 1.4 IIIIIIiII II111111 2x WOODS STUDS e 24' O.C. RAFTER TO TRUSS w/ SIMPSON (SIZE PER PLAN) 0 01 MT512 or USP MTWI2 ALTE�IATE CONNECTION (CREATE VOID FOR STRAP SECURE RAFTER TO BLOCKING BETWEEN TRUSSES PENETRATION w/ SIMPSON or USP M5TA24 o SECURE BLOCKING TO TRUSS BOTTOM CHIORD w/ i CONVENTIONALLY FRAMED ROOF (3)12d NAILS 9 EACH END. 4 SCALE: 3/4'=r-a' RE -ENGINEERED ROOF TRUSSES ECURE BOTTOM PLATE TO OOF DECKING OVER PRE-ENGINEERED ROOF TRUSSES SLAB w/ 10d MASONRY NAILS � 32' O.C. MAX TYPICAL VALLEY TRUSS CONNECTION 1 2x4 SECURED TO GABLE END w/ SCALE: 3/4'4-0' (2)12d a EACH UPRIGHT NCRETE SLAB 2x4 SECURED TO GABLE END w/ (SEE FOUNDATION PLAN FOR (2)12d SPACED 6' - 8' O.C. MAX SIZE AND REINFORCEMENT) ".ATER RESISTANT BACKERBOARp (DENSHIELD) 2x4 RAFTER -8 24' O.C. /2' DENSHIELD (SEAT DECK MUST BE SLOPED 1/2' MIN. TO PAN) SIMPSON L30 or USP A3 RIOR NON -BEARING WALP.T. 2x STUD 9 BLOCKING (EACH END SJNTE or 8' CMU BLOCK WALL APELASTIC AQUA DEFENSE WATER PROOF woos snips SCALE: 3/4'=r-o' MEMBRANE TO BE SITE APPLIED, MEMBRANE MUST OVERLAP SHOWER PAN LIP. (WATER PROOF MEMBRANE MUST GO UP OR OUT AT LEAST 4 INCHES) 2x4 BLOCKING g EACH RAFTERPRE-ENGINEERED TRUSS AULK BEAD BETWEEN DENSHIELDf P.T. 2x4 STUDS AND FIBERGLASS PAN APPLIED 19 16' O.C. MAX PRIOR TO MEMBRANE 2x4 FRAMING (TYPICAL) vARIE5 PER PLAN IN SIMPSON H2BA or LISP RT7A 'GYPSUM BOARD OR HIGH STRENGTH CEILING =SHOWER PAN g EACH RAFTER TAIL CONNECTIO"' BOARD (FIBERGLASS OR CERAMIC) 51MP60N L30 or USP A3 m TOP OF EACH RAFTER CONNECTIO 3 W TOP CHANNEL (25 GAUGE) TOP CHANNEL TO TRUSS w/ SHOWER SEAT DRYWALL SCREWS (EACH T"B F FRAMED OVERHANG or 24' O.C. MAX) 2 SCALE:3/4'•I'-(0' 5 SCALE:3/4'•I'-0' J' GYPSUM WALL BOARD 3 V METAL STUDS (25 GAUGE) 6 24' O.0 w/ FULL LENGTH LAYER OF RECAST LINTEL 1/2' TYPE GYPSUM WALLBOARD, A ECURE 2x TO CMU w/ (2) %6 x 3' TAPCONS ATTACHED TO EACH SIDE a 12' O.C. WITHIN 8' OF EACH END AND -918' O.C. MAX 3 Vie' BOTTOM CHANNEL (25 or ECURE 2x4 FLAT TO GAUGE) BOTTOM CHANNEL TO DRIVE PIN BLOCK w/ CUT NAILS SLAB w/ 10d x I' MIN. MASONRY (MIN. SHANK SIZE .145 NAIL w/ WASHER t+ 32' O.C. MAX. 4 MIN. EMBEDMENT OF 1 Y4') ONCRETE SLAB WITHIN 8' OF EACH END AND e18' O.C. MAX 1 (SEE FOUNDATION PLAN FOR WALL SHEATHING �k SIZE AND REINFORCEMENT) (TYPE AND ATTACHMENT METHOD d 71 PER 'NAILING SCHEDULE')*P� ECURE 2x6 MIN. TO BLOCK w/ P.T.2x8 STUD BLOCK NOTE: eD (2)Y x 9 ANCHOR BOLTS w/ 2 STUD GAUGE IS HEIGHT SPECIFIC. CONSULT `° WASHER SET IN SIMP50N or LISP 0- B HIGH STRENGTH EPDXY w/ MANUFACTURER ON STUD HEIGHT LIMITS. z ROUGH OPENING (UP TO 6-0') IMIN.6' EMBEDMENT) IN�ElR NON-BE�ItG WALL w ry o ] 0 1 B ME E: 3/4'=I'-0' ° — — SECURE 2x6 MIN. TO BLOCK w/ (3)Y�' x 9' ANCHOR BOLTS w/ 2'' TEXTURED CEMENTITIOUS 1) REBAR VERTICALLY IN GONG. POURED CAST OR POURED IN _E_ WASHER SET IN SIMPSON or USP COATING MIN. (PER ASTM CELL (SIZE AND LOCATION PER PLAN) - PLACE SILL (PER BLDR) HIGH STRENGTH EPDXY (MIN. 6' C%&) OVER CM EMBEDMENT 'CMU BLOCK 1_7 FATHER STRIP MOLDING AROUND DOOR ' CM (PER MANUFACTURER'S SPECIFICATIONS) - - 2x6 P.T. WOOD STUD SECURED TO FILLED CELL w/ (3)V x e' ANCHOR BOLTS w/ 2' GALVANIZED STEEL TRACK BRACKETS WASHER SET IN 51MP50N or USP HIGH (BY OTHERS - INSTALLED TO 2x6 P.T. BUCKS TRENGTH EPDXY (MIN. 6' EMBEDMENT) PER MANUFACTURER'S SPECIFICATIONS I'MIN. supE\--:VERHEAD GARAGE POOR (BY OTHERS) ARCH WINDOW FRAME SECTION GARAGE DOOR BUCK ATTACHMENT SECTION ROOM ALVANIZED STEEL VERTICAL TRACK (BY OTHERS - INSTALLED PER 3 SCALE: 3/4'=I'-0' SCALE: 3/4'=I'-0' B SCALE: N.T.S. MANUFACTURER'S SPECIFICATIONS) 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 �"IIII"II �om0�oo� E 8 E 8 W r sUHDIV. 8e LOT: OAKLAND LAKE LOT-22 MODEL: 1833 GA000-00 PROJECT: 02784.000 PAGE: SECTIONS/ DETAILS 160 MPH EXP. C ARCHITECT STATE OF FLORIDA E File Copy PREFORMED CONTROL JOINT FLANGE OF CONTROL JOINTS TO BE WIRE TIED TO LATH 6 9" O.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 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 ASTM C1063 1.10.1.4 NOTE: I. FASTENERS FOR LATH TO BE NAILS OR STAPLES IN COMPLIANCE W/ ASTM CI063 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 1— APPROX. 6" LONGER THAN THE WIDTH OF PIPE OPENING LOCTITE SPRAY ADHESIVE DIRECTLY TO OSB AROUND PENETRATION '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 926-12A. INSTALLATION OF EXTERIOR LATHING AND FRAMING SHALL COMPLY WITH ASTM C 1063-12A J1L'r 1 INSTALL FASTENERS (CLIPS, STRAPS, 5TAPLE5) AS REQUIRED TO SECURE PIPE/ WIRE TO FRAMING 3PIPE PENETRATION DETAIL SCALE: xrs. TO TO 8' /I I II TO 8' s" THICK, 3 COAT CEMENT PLASTER WRB LAYER 02, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) APPROVED METAL LATH FASTENED 61' (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 1TYPE "M" CONTROL JOINT BGALE: xT.B. NOTE: APPLY SEALANT AT I'M" CONTROL JOINT END TO END CONDITIONS USE 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. �J 1u1 r� 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 #l, STUCCOWRAP (OR APPROVED EQUAL) DIRECTLY TO SHEATHING WRB LAYER 02, FORTIFIBEIR 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.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. (121-MM) WIRE AT INTERVALS NOT MORE THAN 9" (229-MM). AS PER ASTM 0I063 1.8.1. NOTE: FOR REPAIR OF TEARS IN WRB LAYERS, TEARS MAY BE PATCHED PEEL 4 STICK WOOD STU SHEATHI z r- a 0 a WRB #1 TAPED T SHEATHING w/ WI #2 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) PAPER LAP 2 SGALE: xTs. WOOD SHEATHING WATER RESISTIVE BARRIER LAP SIDING (PER BUILDER) MINIMUM LAP (PER MANUF. SPECS) WEEP SCREEP STARTER STRIP (PER MANUF. SPECS) MINIMUM CLEARANCE (PER MANUF. SPECS) 5"X1' 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: xTa. NOTE: APPROVED BUILDING WRAP SHALL BE LAPPED A MINIMUM OF 6'' @ VERTICAL LAPS (ROLL ENDS) 4 6'I e HORIZONTAL LAPS, LATH VERTICAL LAP TO BE I" METAL LATH TAPE WRB LAYER #1, STUCCOWRAP (OR APPROVED EQUAL) DIRECTLY TO SHEATHING P MIN LATH LAP, 4' OVER ALL LAP VERTICAL LATH & PAPER DETAIL Q, STUCCO " THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 12, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) TAPE WRB LAYER #11 STUCCOWRAP (OR APPROVED EQUAL) DIRECTLY TO SHEATHING LEGEND DRAINAGE 'LANE (WRB LAYER #1, STUCCOWRAP OR APPROVED EQUAL) WRB LAYER #2 (FORTIFIBER BUILDING PAPER OR APPROVED EQUAL) SHEATHING METAL LATH X X X X STUCCO a WOOD SHEATHING SELF-ADHESIVE FLASHING NOTE: METAL LATH: LATH TO BE PER FBC R103.1.1 / ASTM C-841-091 MIN. 2.5 LBS. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WRB= WATER RESISTIVE BARRIER A R C H IT E C T S Design Groulslnc. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774 6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 Ommommumma E 8 N O E O 'C susDiv ee LOT: OAKLAND LAKE LOT-22 MODEL: 1833 GA000-00 PROJECT#: 02784.000 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT-. STATE OF FLORIDA DA t 4/4/18 SCE:1/4"=1'-0" WA1 8" THICK, 3 COAT CEMENT PLASTER STEP FLASHING OVERLAPS KICKOUT DIVERTER I" MIN, STEP FLASHING FELT UNDERLAYMENT SHINGLE ROOFING DRIP EDGE: OVERLAP 311 1 EXTEND 1/2" BELOW SHEATHING, MECHANICALLY FASTEN 4" O.C. MAX. NOTE: INSTALL KICKOUT FLASHING AT 50TTOM OF ROOF 4 WALL INTERSECTIONS WR5 LAYER 02, FORTIF15ER 5UILDING PAPER (OR APPROVED EQUAL) WR5 LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) TAPED DIRECTLY TO SHEATHING LAP LAYERS OF BUILDING WRAP OVER NAILING FLANGE, STOP WR5 APPROX. I Y2' ABOVE SHINGLES 5ELF-ADHERING FLASHING DRYFLEKT KICKOUT DIVERTER ORS FASCIA WRAP KICKOUT DETAIL 5 SCALE: N,TS. "^"' " *^ "ECEIVE I AT OF 5HER-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 8 SCALE: N.T.S. (PER 3/WAI) ELEC. METER FIELD VERIFY LOCATION ELEC. METER FIELD VERIFY LOCATI SEALANT ON TOP 8 SIDES ON WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) WOOD SHEATHING VENT CAP 15 TO 5E SET IN CONTINUOUS 5ED OF SEALANT. ONE -PEKE HOODED VENT ATTACHED PER MANUR SPECIFICATIONS APPLY SEALANT AT PERIMETER OF NON-MOVA5LE FRAME AND STUCCO ON ALL 51DE5,y" SEALANT a JOINTS ALL AROUND 8" THICK, 3 COAT CEMENT PLASTER METAL LATH WR5 LAYER #2, FORTIF15ER 5UILDING PAPER (OR APPROVED EQUAL) DRYER VENT FRAME) V A SCALE: N.T.S. WOOD i CONSTRUCTION WOOD SHEATHING CAVITY TO 5E FILLED WITH RIGID POLYMERIC 150CYANATE-POLY5LEND FOAM ("GREAT STUFF" OR SIMILAR) FLASH OPENING WITH PROTECTO FORM FLASH 1 SELF ADHERING FLASHING PER FLASHING METHOD AS DESCRIBED IN DETAIL 3 OF WAI 'PIPE PENETRATION DETAIL" APPLY 1 COAT OF 5HER-CRETE FLEXIBLE CONCRETE WATERPROOFER 2" LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND D15CONNECT WOOD FRAMED WALL WOOD SHEATH BUILDING PAPEF OVER "QUICK FLASH PIPE THROUGH WALL. 5UILDING PAPEF UNDER "QUICK FLASH" (—��T PENETRATION ti SCALE: MA WR5 LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) WR5 LAYER #2, WOOD- FORTIF15ER CONSTRUCTION BUILDING PAPER (OR 8" CMU- APPROVED EQUAL) $" THICK, 3 COAT CEMENT F1 PLASTER _ %a' TO 7/8' MID -WALL WEEP 5CREED 6" 5ELF-ADHERING FLASHING HORIZONTAL WEEP SCREED HORIZO ( FRAME TO FRAME) SCALE: N.T.S. N.T.S. —WR5 LAYER 02, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) —METAL LATH US" TEXTURED FINISH a WOOD —FASTEN TO WOOD STRUCTURAL MEMBER a I" O.C. MAX %8' TO %` MID -WALL WEEP 5CREED —6" WIDE STRIP SELF ADHERING FLASHING, CLEAN MA50NRY 5EFORE APPLYING —TEXTURED FIN15H a MASONRY [TAL WEEP SCREE FRAME TO BLOCK NOTE: PROTECTED FLASH TAPE BEHIND WEEP SCREED 4 APPLY SEALANT At WEEP SCREED END TO END JOINTS CUT ENOUGH PROTECTO FORM FLASH I PIECES TO COVER BOX 4' PAST EACH SIDE. STARTING AT THE 50TTOM OF THE 5OX, REMOVE RELEASE LINER AND APPLY PROTECTO FORM FLASH I IN A SINGLE FASHION TO COMPLETELY COVER THE 5OX. WOOD SHEATHING WR5 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 WR5 LAYER #2, FORTIF15ER 5UILDING PAPER (OR APPROVED EQUAL) STEP 1 gTFP 4 NOTE: ATTACH PER MANUR SPECIFICATIONS MAKE AN 'iX" CUT THROUGH THE PROTECTO FORM FLASH I IN THE CENTER OF THE BOX OR OUTLET OPENING EXTENDING TO NO OL05ER THAN I' TO CORNER, APPLY E-Z BEAD (OR APPROVED EQUAL) OVER 60 MIN GRADE 'D" FELT -PROVIDE SEALANT AT ALL JOINTS AND INTER5ECTION5 STEP 2 STEP 5 TEXTURED CEMENTITIOU5 COATING PREMANUR DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT a ALL SIDES DRYER VENT (BLOCK) V D SCALE: NiS. PER F5C R103,11 EXTERIOR LATHING AND PLASTERING EXTERIOR USE OF PORTLAND CEMENT PLASTER SHALL COMPLY WITH THE APPLICATION REQUIREMENTS OF A5TM C 926 -12 A. INSTALLATION OF EXTERIOR LATHING AND FRAMING SHALL COMPLY WITH A5TM C 1063-12A INGF.ND DRAINAGE PLANE (WR5 LAYER #I, 5TUCCOWRAP OR APPROVED EQUAL WR5 LAYER #2 (FORTIF15ER 5UILDING PAPER OR APPROVED EQUAL) METAL LATH X X X X STUCCO d WOOD SHEATHING Fz77_ =7/Z _ 5ELF-ADHE5IVE FLASHING NOTE: METAL LATH: LATH TO BE PER F5C R103.1.1 / A5TM C-84i-09, MIN, 2.5 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 5OX. ELA5TOMERIC COATING (OR APPROVED EQUAL) OVER STUCCO/ C.V. FIN15H (SEE TYPICAL WALL SECTION) METAL LATH EXTERIOR ELECTRICAL RECEPTACLE 9 SCALE:NTS. (FRAME CONST.) STEP 3 A R C H I T E C T S Deswfn p 1 oU lnc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-5078 FAX:407-77"078 www.abdesigngroup.com AA #: 0003325 I �INIIIIIII �oouomcomo� E 8 E P W a SVBDIV. 8e LOT: OAKLAND LAKE LOT- 22 MODEL: 1833 GA000-00 PROJECT#: 02784.000 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT' STATE OF FLORIDA DAT 4/4/18 SC E:1/4"=1'-0" File Copy WOOD 5HEATHING WOOD CON5TRUCTION %" HAT CHANNEL W/ %11 TYPE 'X" DRYWALL WOOD SHEATHING WRB LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL) $" THICK, 3 COAT - CEMENT PLASTER WRB LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL)\ AMICO AMC C-WFWC-la0 - CU5TOM CASING BEAD (OR APPROVED EQUAL) DO NOT CAULK OR SEAL GAP WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) " THICK, 3 COAT CEMENT PLASTER AMCC-WFWC-180 CUSTOM CASING BEAD (OR APPROVED EQUAL) WRB LAYER 1, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER #2, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) C" 5ELF-ADHEREING FLASHING WRAPPED a CORNER OF CANTILEVER AMICO AMCC-WFWC-100 CU5TOM CA51NG BEAD (OR APPROVED EQUAL) (W/OPT. WEEPS) CASING BEAD DETAIL @ CANT. FINISH LAYER (2 LAYER PEEL 4 STICK) C' PEEL 8 STICK -a DRIP EDGE TO DECK I Y'X1 Y4" P.T. OR SIMULATED WOOD (TREX) FILLER (OR APPROVED EQUAL), CONTINUOUS WATER PROOFING let LAYER (2 LAYER PEEL 4 5TICK) WRAPPED FROM BALCONY DECK TO CANTILEVER C' PEEL 4 5TICK s DRIP EDGE TO DECK 5UB FLOOR FULL 5HEET5 OF PEEL 4 STICK 1 %"XI %4" P.T. OR SIMULATED WOOD (TREX) FILLER (OR APPROVED EQUAL), CONTINUOU5 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) CASING BEAD ***COMPONENTS PULLED —\, APART FOR CLARITY LEGEND DRAINAGE PLANE (WRB LAYER 1, 5TUCCOWRAP OR APPROVED EQUAL WRB LAYER 02 (FORTIFIBER BUILDING PAPER OR APPROVED EQUAL) METAL LATH STUCCO WOOD 5HEATHING SELF-ADHESIVE FLA5HING X X X X VINYL (OR APPROVED - EQUAL) CA51NG BEAD 5/5" TYPE "X" DRYWALL W/TEXTURED 4 PAINTED FINISH 8" THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) CORNER BEAD VINYL (OR APPROVED EQUAL) CA51NG BEAD X 3" 2(o GA. GALV. METAL DRIP )GE 5ET IN FULL BED OF 5EALANT, Y" J. 5PACE FROM DRIP FACE TO TREX GAP FOR BACKER ROD 8 5EALANT qYL (OR APPROVE_ EQUAL) CASING BEAD ATTER RESISTIVE BARRIER 01 ATHER RESISTIVE BARRIER 02 DECK MEMBRANE, EXTEND OVER DRIP EDGE /-3' X 3' 2C GA. GALV. METAL DRIP EDGE 5ET IN FULL BED OF 5EALANT,Y/ MIN. 5PACE FROM NOTE: METAL LATH: LATH TO BE PER FBC R103.1.1 / A5TM C-84l-013, MIN. 2.5 L55. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WOOD CONSTRUCTION WEATHER RE515TIVE BARRIER #1 WEATHER RESISTIVE BARRIER #2 8° THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING HEADER/BEAM VINYL CORP. (OR APPROVED EQUAL) 4' POSITIVE DRAIN WEEP 5CREEP NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 11A DRIP EDGE INSTALLATION Y4' GAP FOR BACKEf� 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 I Y2'XI Y' 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 8" 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 1 D SCALE: MT3. **{COMPONENTS 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 ATTACHNMENT5 IN 5EALANT, WHERE APPLICABLE 2x FRAMING MEMBER $" THICK, 3 COAT CEMENT PLASTER CORNER BEAD FASTENED TO 5HEATHING 6 l" O.C. MAX. WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) WOOD SHEATHING METAL LATH WRB LAYER 12, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) SCORNER BEAD @ FRAME 1(�H 6CALE: N19. CORNER BEAD (FASTENER 8 SPACING 7" O.C.) CMU THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO CONCRETE MASONRY UNIT SCORNER BEAD @ BLOCK 1(�D 5CALE: US. COLUMN SHEATHING WEATHER RE515TIVE BARRIER #1 WEATHER RESISTIVE BARRIER 12 C" SELF ADHERING 8 FLASHING PEEL 4" STICK I Y2 x3 L FLASHING FULLY EMBEDDED IN ROOF CEMENT I Y" X 3" 2C GA. GALV. METAL DRIP EDGE SET IN FULL BED OF 5EALANT,)/2' MIN. SPACE FROM DRIP FACE TO TREX WEATHER RESISTIVE BARRIER #1 a WEATHER RESISTIVE BARRIER 12 -EXTERIOR COLUMN -COLUMN SHEATHING -C" 5ELF ADHERING 4 FLASHING :I Y2"x3' "L" FLASHING FULLY E�15EDDED IN ROOF CEMENT Y' X 3" 2C GA. GALV. METAL DRIP EDGE 5ET IN FULL BED OF 5EALANT, Y' MIN. SPACE FROM DRIP FACE TO TREX ON ALL 4 51DE5 OF COLUMN -VINYL (OR APPROVED EQUAL) CASING BEAD -WATER PROOFING let LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER s" THICK, 3 COAT CEMENT PLA5TER -METAL LATH -WOOD SHEATHING -WEATHER RE515TIVE BARRIER #1 -WEATHER RESISTIVE BARRIER #2 - 4" POSITIVE DRAIN WEEP SCREED NO GAP IN FIELD (5HOWN FOR CLARIFICATION OF 5EPARATE ACCESSORIES ONLY) BALCONY DRIP @ COLUMN W GE INSTALLATION 'T' FLASHING A R C H I T E C T S Desn Group-inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � �nnmm �emeemoaom� sUBDIV. 8e LOT: OAKLAND LAKE LOT- 22 MO DEL: 1833 GA000-00 PROJECT*: 02784, 000 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT- STATE OF FLORIDA AFC DAT : 4/4/18 SC LE:1/4"=1'-O" SHEET V V � A3 File COPY WOOD SHEATHING WRB LAYER #1, STUCCOWRAP (OR APPROVED EQUAL) WRB LAYER 02, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH g" THICK, 3 COAT CEMENT PLASTER 6'SELF -AID HERING FLASHING DRIP CAP WINDOW FLANGE WRB LAYER `1, S' (OR APPROI WRB LAYER 12, FORTIFIBE PAPER (OR APPRO� r 8" TH CEMEr 6" SELI WINDvw rL.,4m= CASING BEAD C WINDOW (FRAME, NO BAND) 1 Jti SCALE: KTA WOOD CONSTRUCTION BEYON WOOD SHEATHINI WEATHER RESISTIVE BARRIER: WEATHER RESISTIVE BARRIER: �/6" X l Y4" LAP SIDING W/6" REVE4 6" SELF -ADHERING FLASHIN STARTER STRIP PER MANUFACTURER'S INSTALLATION INSTRUCTIONS p0 NOT CAULK OR SEAL OPENIN GALV'D METAL "Z" FLASHIN STUCCO 045ING BEA SIDING TO STUCCO C BLOCK TO FRAME TRANSIT WOOD SHEATHING WEATHER RESISTIVE BARRIER #1 WEATHER RESISTIVE BARRIER 12 X 1Y" 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/%s" FLEXIBLE PVC BACKER ROD) (0" SELF -ADHERING FLASHING Y$" THICK, 3 COAT CEMENT PLASTER WEATHER RESISTIVE BARRIER #1 WEATHER RESISTIVE BARRIER 112. iTUCCOWRAP > EQUAL) dG =ORTIFIBER R (OR IAL) T :R WOOD SHEATHING WRB LAYER #1, STUCCOWRAP (OR APPROVED EQUAL) WRB LAYER 02, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL)' METAL LATH $" THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) ANGLED CASING BEAD 6"5ELF-ADHERING FLASHING DRIP CAP WOOD SHEATHING WRB LAYER $1, STUCCOWRAP T T (OR APPROVED EQUAL) WRB LAYER 02, FORTIF15ER Anto BUILDING PAPER (OR APPROVED EQUAL) METAL LATH �" THICK 3 COAT w FOR aRl?Y) \ CEMENT PLASTER WINDOW FLANGE WRB LAYER #1, 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 (o"SELF-ADHERING FLASHING DRIP CAP CASING BEAD C WINDOW WINDOW FLANGE W/ BAND) @jRAME,.S. LEGEND DRAINAGE PLANE (WRB LAYER 11, STUCCOWRAP �5HING OR APPROVED EQUAL) WRB LAYER #2 �RRIER 01 (FORTIF15ER BUILDING PAPER �RRIER 12 OR APPROVED EQUAL) METAL LATH X X X X ILLATION STUCCO aQ �5HING WOOD SHEATHING SELF-ADHESIVE FLASHING 3HING �L OPENING NOTE: METAL LATH: LATH TO BE PER FBC R103.1.1 / ASTM C-841-09, MIN, 2.5 LBS. PER SQ. YARD (UTILITY OR 314ING NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WOOD CONSTRUCTION BEYOND 6" SELF -ADHERING FLASHING WEATHER RESISTIVE BARRIER 01 TO LAP (0" MIN. ABOVE TOP OF "Z" FLASHING WEATHER RESISTIVE BARRIER #1 WEATHER RESISTIVE BARRIER #2 �GALV'D METAL "Z" FLASHING DO NOT CAULK OR SEAL OPENING WEATHER RESISTIVE BARRIER #1 TO LAP 6" MIN. ABOVE TOP OF "Z" FLASHING 0 6" SELF -ADHERING FLASHING WEATHER RESISTIVE BARRIER #1 E-Z BEAD VINYL (OR APPROVED EQUAL) CASING (WIV FLEXIBLE PVC BACKER ROD) WEATHER RESISTIVE BARRIER 12 SIDING C FRAME TO TO STUCCO FRAME TRANSITION SEALANT WINDOW FRAME WINDOW FLANGE 2X FRAMING MEMBER BUILDING WRAP " THICK, 3 COAT CEMENT Ya' GAP TYP PLASTER IX TRIM MEMBER 1@ STUCCO GATING BEAD TO TRIM METAL LATH TO SIDING TRANSITION WRB LAYER *2, FORTIF15ER SIDING BUILDING PAPER (OR APPROVED EQUAL) \ � WOOD SHEATHING `—WRB LAYER #1, STUCCOWRAP WRB LAYER #I, STUCCOWRAP (OR APPROVED EQUAL) (OR APPROVED EQUAL) CASING BEAD 6" SELF ADHERING FLASHING OR PEEL 4 STICK SIDING TO STUCCO CASING BEAD 1 t SCALE: NTB. ! GR55-SECTIC4l) WOOD SHEATHING METAL LATH WRB LAYER 11, STUCCOWRAP (OR APPROVED EQUAL) WRB LAYER 02, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) 8" THICK, 3 COAT CEMENT PLASTER $" THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) ANGLED CASING BEAD VINYL (OR APPROVED EQUAL) CASING BEAD —WOOD SHEATHING WRB LAYER 11, STUCCOWRAP (OR APPROVED EQUAL) 4 WRB LAYER 12, FORTIF15ER BUILDING PAPER 1 (OR APPROVED EQUAL) METAL LATH 8" THICK, 3 COAT CEMENT (EXPLODED PLASTER VIEW FOR CLARITY) CASINGBAND (FRAME) RAISED @3aZE: N.TB. GAPT7P METAL LATH TO WI BEAD SEALANT TO WINDOW WRB LAYER #2, FORTIF15ER BUILDING / PAPER (OR APPROVED EQUAL) WOOD SHEATHING WIND^"' r" "�'_ WRB LAYER #I, STUCCOWRAP (OR APPROVED EQUAL) V WIDE PEEL B STICK OVEIR FLANGE \ E-Z 5-EAD VINYL (OR APPROVED EQUAL) CASING 2 (W/%" FLEXIBLE PVC BACKER ROD INCLUDED) #APPLY FULL BED OF SEALANT BETWEEN FLANGE 4 BUILDING WRAP Ury EZ BEAD WINDOW CASING 1 � SCALE: rtrs3CALE: rtrs. $" THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 12, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) E-Z BEAD VINYL (OR APPROVED EQUAL) CASING (W/%s" FLEXIBLE PVC BACKER ROD INCLUDED) WRB LAYER #1, STUCCOWRAP (OR APPROVED EQUAL), WRAPPED AROUND FRAMING MEMBER / KJ" SELF ADHERING FLASHING WOOD SHEATHING DETAIL EXPLODED FOR CLARITY A R C H I T E C T S Design 1 of Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 �"IIII"II � om0oovoov� E v N O C SUBDIV. 8e LOT: OAKLAND LAKE LOT-22 MODEL: 1833 GA000-00 PROJECT#: 02784.000 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT STATE OF FLORIDA DAT . 4/4/18 SC*: 1/4"=l'—O SHIkET WA 4 File COPY 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' (FULL WRAP) 18 SCE:KTA (FRAME) WALL FLASH DETAIL 8A SCALE: KTB. f G INSTALLATION MASONRY) TEMPORARILY FOLD-110 SECURE HOUSEWRAf -' "P UNDER) at FOLD HOUSE IN AT JAMBS SLOPE SILL R. EXTE INSTALL 6" SELF -ADHERING FLASHING OVER NAILING FLANGE AT JAMBS EXTEND FLASHING MIN I' BELOW SILL FLEXIBLE FLASHING DO NOT SEAL BOTTOM FIN APPLY OSI H2U (O EQUAL) SEALANT 4 WINDOW/CMU JOINT. FLUID APPLIED FLASHIWs(LANCO WHITE -SEAL RC-865 OR EQUAL). 41 ALIGN FLEXIBLE SELF -ADHERING �SHING 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 01L'r V 6° 5ELF-ADHERING OVER VINYL HEAD ,G (WITH END DAMS) NAILING FLANGE EXTEND SELF -ADHERING FLASHING I' MIN BEYOND JAMB FLASHING INSTALL VINYL DRIP CAP APPLY 3/a' NOM. CONTINUOUS BEAD OF SEALANT AT JAMBS AND HEAD or APPLY TO BACK OF WINDOW NAILING FLANGE IN LINE W/ PRE -PUNCHED HOLES OR SLOTS. SUPER STRETCH BUTYL FLASHING STEP 3 L-8" VERT. END DAMS REQ'D. AT EACH END OF SILL 01 r,r I JSEWRAP DOWN 8 DIAGONAL CUT 4 HEAD 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 8 APPLY SEALANT AT ENDS OF SILL DAM INSTALL WINDOW PLL LEVEL AND SQUARE f MANUFACTURERS WRIT IN5TRUCTIl APPLY MEMBRANE FLASHING OVER JOINT INSTALL (o" WIDE ADHESIVE BACKED FLEXIBLE FLASHING MATERIAL OVER DRIP CAP JOINT (PROTECTO-WRAP BT-20XL OR APPROVED EQUAL) u 1 JUL t/ NOTE: 1. IT IS THE CONTACTORS RE5PON515ILTY TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS INCLUDING HOUSEWRAP, SEALANTS 4 SELF -ADHERING FLASHING MATERIALS USED DURING CONSTRUCTION. 2. INSTALL ALL MATERIALS PER MANUFACTURERS WRITTEN SPECIFICATIONS 8 WARRANTY REQUIREMENTS. WARNING: 5EALANT5 AND SELF ADHERED FLASHING MAY REACT ADVERSELY IF NOT COMPATIBLE. NOTE: SEAL INTERIOR PERIMETER OF WINDOW WITH SEALANT A R C H IT E C T S Design YOU Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-5078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � `omosmomo� E 8 E O C Z, SUBDIV. 8e LOT: OAKLAND LAKE LOT- 22 MODEL: 1833 GA000-00 PROJECT#: 02784.000 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHrMCT- STATE OF FLORIDA DAT . 4/4/18 SC :1/4"=1'-0" SHE�ET� �� V V A5 File Cup y