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HomeMy WebLinkAboutBUILDING PLAN PAGE 1-16CONTROL. DATE: 0-¢5-1 SCHEDULE SIMPSON USP DES. UPLIFT GRAVITY DES. UPLIFT GRAVITY FASTENER META-16 1450 HTA 16-18 1625 (8) led x 1 1/2' 1-PLY, (6) Ibd 2-PLY, (USP: (10) 10d X 1 1/2" - NO 16d OPTION) (2) META-16 1985 (2) HTA 16-I8 2800 (10) led x 1 1/2" I -PLY, (USP: (10) Ied x 1 1/2') 2575 (14)16d 2-PLY (USP: NO 16d OPTION) HETA-lb late HTA 16 1870 (9) 10d x 1 1/2' 1-PLY, (a) Ibd 2-PLY USP: (10) led x 1 1/2", NO 166 OPTION HETA-20 1810 HTA 20 1870 (9) led x 1 1/2' I -PLY, (8) Ibd 2-PLY USP: (IO) I0d x 1 1/2", NO 16d OPTION (2) HETA-20 2035 (2) HTA-20 3230 (10) led x 1 1/2" 1-10LY USP: (10) led x 1 1/2" 2500 (12) 16d 2-PLY (USP: NO 16d OPTION) Z U LGT-2 2I50 LUGt-Z 1550 (7) - 1/4' x 2 I/4' TITEN, 2 (USP: 5LK (5)1/4' W5, WOOD (I6) led V) DETAL-20 2480 DHTA-20 2430 (IS) - led x 1 1/2, 1 PLY < MGT + 39b5 MUGT 4175 (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EM5ED), (22) led TO WOOD (USP: (28) led TO WOOD) HCsT-2 + I0980 HUGT-2 9790 (2) 3/4" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) 106 TO WOOD (USP: WOOD (a) led) HGT-3 + 10530 HUGT-3 S860 (2) 3/4" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) 106 TO WOOD (USP: WOOD (a) I0d) LGT3-SD525 3286 LUGT-3 3525 (12) SOS 1/4'x3" TO GIRDER, (4) 3/8' x 5' TITEN HD TO WALL CUSP: CONC. (4) 3/6' X 5" WEDGE 5OLT, WOOD (12) WS25) LTA2 1210 PARALLEL TO WALL 1210 PERPENDICULAR TO WALL LPTA 1510 (10) led x 1-1/2" CUSP: (10) led x 1 1/2' VGT 4940 NO USP CONVERSION FOR SIMPSON VGT (I) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (Ib)-SOS 1/4'X3" TO WOOD (2) VGT 7185 NO USP CONVERSION FOR SIMPSON (2) VGT) (2) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (32)-SDS 1/4'X3" / 2 PLY MTS-12 1000 MTW 12 IM5 (14) led x 1 1/2' CUSP: (14) led x 1 1/2", (14) led) 4T5-I6 1150 HTW 16 1260 (16) led x 1 1/2" CUSP: (16) led x 1 1/2', (16) led) HTS-20 1450 HTW 20 1530 (24) led x 1 1/2' (USP: (24) 106 x 1 1/2', (20) led) HTS-24 1450 HTW 24 1530 (24) led x 1 1/2' CUSP: (24) led x 1 1/2', (20) led) 1_5TA-I2 ++ '325 LSTA 12 930 (10) led USP: (10) led L5TA-18 ++ 1235 LSTA 18 1235 (14) led USP: (I4) led MSTA-18 ++ 1315 MSTA-10 1310 (14)106 USP: (14)106 'A MSTA-24 ++ 1640 MSTA-24 1640 (I8) led USP: (I8) led 11 MSTA-30 ++ 2050 MSTA-30 2065 (22) led USP: (22) 106 < MSTA-36 ++ 2050 MSTA-36 2065 (26)10d USP: (26)10d I— MST[-36 3800 KSTI 236 3a90 (36) IOd x 1 1/2" USP: (36) led x 1 1/2" N MSTI-48 5065 KTSI 248 5140 (48) led x 11/2' USP: (48) led x 11/2" Hb 950 LFTA 6 1210 (8) 86 TO PLATES, (8) 8d TO STUDS CUSP: (16) Sd x 1 1/2', (I6) 86) SP4 885 SPT 4 945 (b) 10d x 1 1/2' TO STUDS USP: (6) led x 1 I/2' TO STUDS A34 395 MP 34 3a0 (4) 86 x 1 1/2" TO BEAM, (4) 8d x 1 1/2" TO POST. USP: (4) ad x 1 I/2' TO BEAM, (4) 8d x 1 1/2' TO POST. HCP2 645 HHCP 2 80e (12) led x 11/2' USP: (10) led x 1 I/2" TO TRUSS, (10) led X 1 I/2" TO PLATE HIOA 1140 RT I6A 1380 (IS) led x 11/2' USP: (9) 106 x 11/2' TO TRUSS, (8) led X 11/2' TO PLATE VGT 4 HDU4 4940 PHD 4A 5215 (16)-606 1/4'x3" TO WOOD, (10)-SDS I/4'x2 1/2' W/ THREADED ROD, (2) NUTS/WASHER/2 PLY USP: 5/8" ATR MIN. 7" EMBED SET IN HIGH STRENGTH EPDXY, (10) W63 WOOD SCREWS VGT 4 HD75 4940 TDX 10 10140 (I6)-SIDS 1/4'x3" TO WOOD, (W-3/4" STUD 5OLTS W/ THREADED ROD, (2) NUTS/WASHER/2PLY USP: 1/5' ATR MIN. 7' EMBED SET IN HIGH STRENGTH EPDXY, (4) 7/8" THRU-BOLTS ABU 44Z 2200 6665 PAU 44 2535 6775 (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7 EMBED.) IN GONG, (I2) 16d TO WOOD USP: SAME AS SIMPSON ABU 66Z 2300 12000 PAU 66 2380 16005 (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7' EMSEDJ IN GONG., (12)I6d TO WOOD USP: SAME AS SIMPSON LTTI9 +++ 1340 LTS 19 1205 (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7' EMBED.) IN GONG, (8)led TO WOOD USP: SAME AS SIMPSON Q LTT205 +++ 1500 LTS 20B 1105 (1) 1/2' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED.) IN CONC., 00)10d TO WOOD USP: 3/4" ATR MIN 7" EMBED SET IN HIGH STRENGTH EPDXY, (10) led, (10) led x 1 I/2', 2-I/2" _ U HTT4 4455 HtT45 416e (1) WS' A.T.R. IN HIGH STRENGTH EPYOX(MIN 7' EMBED,) IN CONC, (18) SDMO X 1 1/2" (USP: (20) 16d X 2-1/2') USP HAS MORE NAIL OPTIONS: (20) led, (20) led x 1-1/2', (20) 16d x 2 1/2' Z Q HTT5 509e HTT45 5005 (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 7' EMBED,) IN CONC., (26) Ibd X 2 1/2' (USP: (20) Ibd X 2-1/2") USP HAS MORE NAIL OPTIONS: (28) IDd, (28) I0d x 1-1/2", (20) 16d x 2 1/2' 14HP011-SDS 25+ IIA10 UPHD II 14395 (1) 1' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 10' EMeaD.) IN CONC., t24) SDS )4' x A, WOOD SCREWS (USP: (24) W63 WOOD SCREWS) HD75 6645 TDX 10 10140 (I) 1/6' A.B. IN HIGH STRENGTH EPDXY, (MIN. 7' EMBED.) IN CONC, (3) 314' STUD BOLTS TO WOOD (USP: (4) 7/8' BOLTS) MBHA 356/1125 3475 5330 NFM35XI2U 2580 7130 SIMPSON: (I) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.75" EMBEDMENT) IN G.M.U. TOP, (1) 314' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.75' EMBEDMENT) IN C.M.U. FACE, (18A0d TO BEAM USP: (1) 1/2' J-BOLT W/ MINIMUM 6: EMBED. 4 NOT LESS THAN 4" FROM EDGE OF GONG W/ 3/4' DIA ITW RAMSET/IEDHEAD OYNA BOLT SLEEVE ANCHOR OR EQ. W/ MIN. 5' EMBED DEPTH INSTALLED IN THE FACE. (1 ) led AT JOIST LLI (D HUSG412 !WOOD) 3b35 2660 (FLR) HUS4121F 30be 2710 (FLRR) (10) 166 TO HEADER, (10) 16d TO WOOD USP: SAME AS SIMPSON 3265 (ROOF) 3325 (ROOF) Z .Q HUC4l0 (CMU) 1800 4520 HD410 IF 1306 5000 (I8) 1/4" x 2-3/4" TITEN (9 PER FLANGE) TO CMU, (10) led TO WOOD: CUSP: (19) 1/4' x 3" W53 SCREWS, (10) led TO WOOD. USP (20) 3/16" TAPPER+, (10) led TO WOOD = HUC21e-2 (CMU) lase 5085 HD21e-21F 1305 5000 (18) 114" x 2-3/4" TITEN (9 PER FLANGE) TO CMU, (10) led TO WOOD: CUSP: (I8) 1/4' x 3" W53 SCREWS, (10) led TO WOOD. USP (20) 3/16" TAPPER+, (I0) led TO WOOD HUC210-3 (CMU) 1800 9085 HDZIe-31F 1305 5000 (18) 114" x 2-3/4" TITEN (9 PER FLANGE) TO CMU, (10) led TO WOOD: (USP: (18) 1/4' x 3" W53 SCREWS, (10) 10d TO WOOD. USP (20) 3/16" TAPPER+, (10) led To WOOD I LGUM26-2-SIDS 1430 5595 LGUM26-2 2125 6065 (4) 3/8' x 4" TITEN HD ANCHORS (2 PER FLANGE) TO CMU, (4)114" X 2 1/2' SDS SCREWS TO WOOD, USP (4) 3/8" X 4' WEDGE L +t WS3 WooDSCREWS HIGH STRENGTH EPDXY - SIMPSON 'SET EPDXY -TIE'. CONTACT THE ARCHITECT/ENGINEER OF RECORD FOR WRITTEN APPROVAL PRIOR TO SU56TITUTING FOR SIMILAR EPDXY PRODUCTS OR USP - CIA ADHESIVE ANCHORING SYSTEMS. + WHERE ANCHOR EMBEDMENT IS GREATER THAN 7' DEEP, THE VERTICAL CELL IN C.M.U. WALL MUST BE FILLED SOLID w/ GROUT. ++ led COMMON NAILS CAN 5E SUBSTITUTED WITH led x 1 I/2' NAILS IN CONJUNCTION WITH A 23% REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT IS REQUIRED FOR THIS APPLICATION PRIOR TO INSTALLATION. V) +++ MINIMUM EMBEDMENT INTO THE TOP OF A BOIN05EAM WILL SE 5', MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE 7' Lil I— O A.T.R. = A-307 ALL THREAD ROD (SIZE, PROTECTION TYPE, LENGTH, ETC, VARIES) Z BECAUSE OF THE WIDE VARIETY OF MATERIALS, LOCATIONS, AND CONDITIONS THAT MAY AFFECT CONNECTORS, THE CONTRACTOR MUST 5E RESPONSIBLE FOR MAKING SURE THAT THE PROPER CORROSION PROTECTION IS USED_ WHEN USING STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN USING ZAIAX / HOG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER ASTM-AI53 USE OF EXPANSION ANCHORS WILL 5E EVALUATED ON AN INDIVIDUAL BASIS AND MUST HAVE WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER OF RECORD PRIOR TO USE. ALL CONNECTOR VALUES 5ASED ON SIMPSON 'WOOD CONSTRUCTION CONNECTORS C-C2017' , 'HIGH WIND -RESISTANT CONSTRUCTION F-C-HWRCAGI&, AND ANCHORING 4 FASTENING SYSTEMS FOR CONCRETE 4 MASONRY CATALOG C-SAS-2012 4 USP STRUCTURAL CONNECTORS 20115-2016. HEADER SPAN CHART SINGLE STORY APPLICATION SIZE CLEAR SPAN DBL 2 DBL 2 DBL 2 DBL 2 x ro x 8 x 10 x 12 UP TO 5'-4" 5'-4" TO 7'-0" T-0" TO I0'-0" I0'-0" AND OVER TWO STORr APPLICATION DOUJN STAIRS SIZE CLEAR SPAN DBL 2 DBL 2 DBL 2 DBL 2 x 6 x 8 x 10 x 12 UP TO 5'-0' 5'-0" TO 6'-4' 6'-4" TO 8"-0" 8'-O' AND OVER FRAMING NOTES: MINIMUM WALL AND HEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN (ft.) UP TO 5'-0' TO 8'-0" U.N.O. 4'-11 1/2 11 1/2° AND UP NUMBER OF I FEADER STUDS SUPPORTING END OF HEADER 1 2 3 NUMBER OF FULL LENGTH STUDS 1 2 AT EACH END OF HEADER 3 2 x 12 ("2 SYP) 7/16" 085 NAIL (3) 12d 0 6"-8' O.C. TYP. 2x12 BM.-/HDR. I. HURRICANE STRAPS TO BE MANUFACTURED BY 5IMP50N STRONG -TIE OR EQUAL, U.N.O. 2.TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, U.N.O: * TRUSS TO MASONRY/CONCRETE SHALL BE META-Iro * FLOOR JOIST TO MASONRY/CONCRETE SHALL BE HETA-Iro AT EACH END AND 32" ON CENTER ON JOISTS PARALLEL TO WALL. * TRUSS TO WOOD FRAMING SHALL BE MTS-12 3. TRUSS TO TRUSS CONNECTIONS AND HANGERS SHALL BE DESIGNED AND SUPPLIED BY TRUSS MANUFACTURER. 4. REFER TO TRUSS MANUFACTURER'S SIGNED AND SEALED DRAWINGS FOR LOCATIONS, PROFILE, AND SIZE OF ROOF/FLOOR TRUSSES. 5. HEADER SPAN CHART 4 MINIMUM WALL 4 HEADER STUD REQ. ARE STANDARD U.N.O ON FRAMING PLAN (o. MIN. 2X4 HIP CUT BLOCKING SECURED W13-106 GUN NAILS OR 3-12CI HAND DRIVES a EA. END. CUT PITCH 4 BEVEL TO FIT TIGHT TO TRUSS AS PER APA REQUIREMENTS. 1. EXTEND AND ATTACH WALL SHEATHING PAST FLOOR TRUSSES TO TOP OF TRUSS REARING. S.PROVIDE DRAFT STOPPING IN FLOOR TRUSSES AS REQUIRED FOR MAX 1000 SF. COMPARTMENT PER 5TH ED. 2014 FBC RESIDENTIAL -SECTION R302.12, 9.REFER TO DETAIL 5 SHEET D4 FOR 1-5TORY INTERIOR LOAD BEARING WALL STRAPS 4 DETAILS. SCANNED BY St Lucie Gourty A R C H I T E C T S 6 Des0,!.. Grou 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F W 0 W 0 0. U A h A F: a Tmzv. a LOT: CREEKSIDE LOT #121 PROJECT# 04321.000 MODEL: 4EHB "2605-HAYDEN" GARAGE EWD90: RIGHT PAGE: CONNECTOR SCHEDULE 160 MPH EXP. C ARCHITECT - STATE OF FLORIDA • - 21 1 1 8C i741,0„ 7.1 ELECTRICAL LEGEND SYM50L DEFINITION NOTES 12DV OUTLET 20 AMP SINGLE POLE 110V OUTLET 110v OUTLET IA OF OUTLET WIRED to SIATCH /-� GPI 110V OUTLET EOUIPED WIGRND f:AUL INTERUPTER (TAMPER I mcalar t ' 220V OUTLET (4) WIRE CONNECTION -+�- CAI OUTLET FAULT INTERRUPTER SWITCH SWITGH 3-WAY OPER V4 9"TCA4 4-WAY OPER WALL MOUNTED LIGHT CEILNG LIGHT VP VAPOR PROOF `Qj LIGHT `0) RECESSED CAN -� WALL SCONCE Pm-WIi1mD VENr. FAN I CPM PER sA. FT. VENT. FAN UwLIGHr I GPM PER SO. Fr. VANIT LIGHT FIXTURE (6PEc'e TBD BY BlUILVER) 4 FLUOQ12' T 2-011,1I'5 WRAP i irut +41®04AND _ 12' FLuomecENT 1 J 4' FLUOIMSCENT 4' TRACK LK44T ® PANEL mimin METER OSMOKE S.D. BATA 6ACK-LLP W/ HARDWIRE DETECTOR WALL MOUNTED BATT. BAQG-UP 6.D. SMOKE DETECTOR W/ HAfmm ® °�/CO CAMON MOpIOkIDE SMOKE DETECTOR BA'iT. BAGG-LLP W/ H ARPWME CTED SHALL BE A DISTANCE OF NOT LEGS THEN 4' (X) PENDANT LIGHT NATURAL GAB fV CUTLET ► TELEPHONE JACK U14 WATER HEATER TO SM ELEVATED 0180211leCT TV. I I TELEVISION JACK TO BE SUPPORTED IN O J-BOX ANCE W/ BOX K=AS SUCH FOR I CEILING FAN/LICd4tl OI� ox FLOOD L04T FKP OPT. 6ECURlTY KETPAD --Q PSL PUSH-BurrON FOR CHIMER . �. use PORT NOTES- , LOCATION OF TV JACKS E PHONE OUTLETS FANS TO 5E VERIFIED a HOMEOWNER PRE -CONSTRUCTION MEETING. ALL RECEPTACLES IN ALL HABITABLE ROOMS TO 5E ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF FBCR 5TH EDITION (2014). 20 AMP DEDICATED LAUNDRY CIRCUIT. GsFI * ISLAND (NOT ON KITCHEN CIRCUIT) DISHWASHER DISCONNECT TO 5E LOCKOUT IN PANEL 5ATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION M15013 FBCR 5TH EDITION (2014). LAUNDRY ROOM RECEPTACLE SHALL 5E GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS WIRINGS METHOD SHALL ESE NON METALLIC CCALE PER ELECTRICAL PROvISIONS OF FBCR 5TH ED (2014). ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 5TH ED (20I4). FOR VENT OR MICRO LANAI CEILINGS MTD. LIGHT TO I 5E 13 INSTALLEDI PROVIDE I I J-BOX L I FOR OPT. 13 \ FAN I � 21 DR04M 6 _5 Ul 32 \ KITCHE \ CsFI I 32 ^_ OPT \ 16REF GF1 PAN. L_ _ _ is 33 I PRE -WIRED �/ CLG FAN / / FLEX 33 32 ROOM PRE -WIRED CLGs FAN 31� iWITGH IN / \ ,A51NET OUTLET /TO 2ND FL. FOR DW // �ITGI-I 31 I I T F I 4A S/GO� _ 3 I I I / 32 FOYER 1 `0 o \ FH FOR CHIMES I I �13 PORCH L PRE -WIRED CLGs FAN 25 / BEDROOM #2 I 0 S/GO 32 BAT, 2 — / GxAR,4GE I DOOR I I\ 13 KEYLESS FIXTURE GrtFI GARAGE 613 DOOR 10REWIRE GARAGE 6,8 `f WH /5OLLARD AS REQ. PER 5LDG. CODE IRRIGATION OUTLET a 48" A.F.F. 286 '--------- OPT. COACH LIGHT 11111 ging PROVIDE SQ-D "QO" PANEL LOAD CENTER OR EQUAL. SERVICE 120/24OV, 1PH, 3W MINIMUM BREAKER AIC 10K BUS RA11NG:200 AMP LOCATION GARAGE RATING MAIN: MAIN LUGS ONLY MOUNTING SURFACE CKTS LOAD DESCRIPTION BKR WIRE SIZE CKT. NO. WIRE SIZE BKR TRIP TRIP AIR HANDLING UNIT 60 6 1 2 8 35 CONDENSER AIR HANDLING UNIT 60 6 3 4 8 35 CONDENSER RANGE 50 6 5 6 10 25 WATER HEATER RANGE 50 6 7 8 10 25 WATER HEATER CLOTHES DRYER 30 10 9 10 12 20 CLOTHES WASHER CLOTHES DRYER 30 10 11 12 12 20 LAUNDRY RECEPTACLE GARAGE LIGHTS AND RECEPTACLES 20 GFCI 12 13 14 12 20 DISH WASHER DISPOSAL 20 12 15 16 12 20 REFRIGERATOR SMOKE / CARBON MONOX. DETECTORS 20 AFCI 12 17 18 12 20 EXHAUST HOOD / MICROWAVE KITCHEN APPLIANCE RECEPTACLES 20 GFCI 12 19 20 12 20 GFCI KITCHEN APPLIANCE RECEPTACLES DINING ROOM RECEPTACLE(S) 20 AFCI 12 21 22 12 20 TOILET ROOM RECEPTACLE(S) TOILET ROOM RECEPTACLE(S) 20 AFCI 12 23.24 12 15 AFCI OWNERS SUITE LIGHTS AND RECEPTACLES BDRM. /2 LIGHTS AND RECEPTACLES 15 AFCI 14 25 26 14 15 AFCI BDRM. #3 LIGHTS AND RECEPTACLES BDRM. #4AOFTS LIGHTS AND RECEPTACLES 15 AFCI 14 2728 14 15 IRRIGATION CONTROLS ONLY BDRM. #5 LIGHTS AND RECEPTACLES 15 AFCI 14 129 30 14 15 AFCI I BDRM. PAOFTS LIGHTS AND RECEPTACLES GENERAL LIGHTS AND RECEPTACLES 15 AFCI 14 31 32 14 15 AFCI GENERAL LIGHTS AND RECEPTACLES FLEX 20 AFCI 12 33 34 SPARE SPARE 35 36 SPARE SPARE 37 38 SPARE SPARE 39 401 SPARE METER FIELD VERIFY LOC. NOTES: A. CONFIRM BREAKER AND WIRE SIZES PATH EQUIPMENT PROVIDED. B. WIRE SHALL BE TYPE "NM" CABLE EXPECT FOR THE AIR HANDLER UNIT WHICH WILL BE TYPE U STYLE SE ROMEX CABLE WHICH IS RATED IN THE 75' COLUMN, C. EACH MULTIWIRE BRANCH CIRCUIT SHALL BE PROVIDED WITH A MEANS THAT WILL SIMULTANEOUSLY DISCONNECT ALL UNGROUNDED CONDUCTORS AT THE POINT WHERE THE BRANCH CIRCUIT ORIGINATES. D. PHONE & DATA MARE TO BE CAT 5 E. CABLE TV WIRE TO BE RC 6 F. MAIN BREAKER TO HOUSE TO BE 22 K AIC. G. MAIN TO ALWAYS BE LOCATED NEXT TO METER. 150 AMP ELrECTRICAL RISER NOT TO SCALE. GENERAL NOTES: A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 5TH EDITION (2014). LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. S. ALL CONDUCTORS SHALL 5E TYPE THHN/THWN UNLESS NOTED OTHERWISE. POWER COMPANY TRANSFORMER ne Ar J= PROVIDE 150 AMP, 120/240 VOLT, 1 PHASE SECONDARX- ELECTRICAL SERVICE. PROVIDE 3 01 COPPER (CU) IN 1-1/2'' DIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3 02/0 ALUMINUM (AL) IN 2" DIA SCHEDULE W PVC CONDUIT UNLESS SERVICE IS PROVIDED 5Y THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP (NEC CODE "72) HOUSE PLAN:4EHB HAYDEN MODEL LOAD INFORMATION VA 2801 SQ FT GENERAL LIGHTING X 3 VA PER SQ FT 7803 2 20 AMP APPLIANCE CIRCUIT AT 1500 VA EA. 3000 1 LAUNDRY CIRCUIT 1600 1 RANGE AT NAME PLATE RATING OR COOKTOP/OVEN 12000 1 WATER HEATER 4500 1 DISHWASHER 1200 1 CLOTHES DRYER 5000 1 DISPOSAL 500 1 MICROWAVE 1500 1 REFRIGERATOR 1200 SUBTOTAL OF GENERAL LOAD 38203 FIRST 10 KVA OF GENERAL LOAD AT lOOR 10000 REMAINDER OF GENERAL LOAD AT 40X 28203 VA a .4 11282 TOTAL NET GENERAL LOAD 21282 3.5 TON HEAT PUMP (W/ GKW EMERGENCY HEAT STRIP) 21 AMP a 240 VA= 3.5 TON COOLING SYSTEM 40 AMP z 240 VA= • 9600 NET GENERAL LOAD 21282 NET TOTAL HVAC 9600 TOTAL LOAD 30882 CALCULATED LOAD FOR SERVICE $0082 VA/240 V- 120 AMP 150 AMP SERVICE *WORST CASE SCENARIO — HIGHEST HVAC LOAD USED FOR CALCULATIONS.- NNUTRALCALCULAT I ONCALCULAT I ON: LIGsHTINGs, APLLIANCE, LAUNDRY LOADS: 14,283 VA 3000 VA a 100`Ya, REMAINDER to 35% NET LOAD: 6,S4S VA RANGE: 12,000 a -10% 8,400 VA DRYER: 5,000 m -10% 3500 VA TOTAL 18,849 VA NEUTRAL AMPACITY: 18,48E / 240 = l8 A W'2 AL MINIMUM NEUTRAL CONDUCTOR PROVIDE 302/0 CU, THWN + 1% CU IN 2' CONDUIT OR 3 04/0 AL, THWN + 1% CU IN 2' CONDUIT. (CONDUIT TO TERMINATE A50vE SOFFIT o OVERHANG.) e COME3INATION SERVICE DISCONNECT SWITCH AND ELECTRIC METER IN NEMA 3R ENCLOSURE 150A/2P MC5 TELEPHONE SERVICE ENTRANCE EQUIPMENT INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS 150 AMP 120/240 VOLT 1 PHASE MLO PANEL GABLE TELEVISION SERVICE ENTRANCE EQUIPMENT 1 04 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE FE3GR 5TH EDITION (2014). 5/$" DIA X 8 FT LONGS COPPER CLAD GROUND ROD A R C H IT EC T S 1 N. RONALD REAGAN Bl LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F W W U W 0 F a O F A F z StmDIV. a LOT: CREEKSIDE LOT #121 PRO"=T* 04321.000 MODEMA 4EHB "2605-HAYDEN" GARAGE EVING: RIGHT PAGE: FIRST FLOOR ELECTRICA PLAN 160 MPH EXP. Cl ARCHITECT STATE OF FLORIDA 1 1 T'17 DI T 08/22/17 e KI - 1/4"=1'-011 i�1 C'oAy A R C H I T E C T S •1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F W 94 o I W 4 O E ci U q h A ti Ail SVHDIV. ae SAT. CREEKSIDE LOT #121 PMZZCT* 04321.000 �coaa� 4EHB "2605—HAYDEN" GAMAAGE OVUM:RIGHT PA7! C O ND FLOOR ELECTRICAL PLAN 160 MPH EXP. C ARCHITECT STATE OF FLORIDA 08/22/17 SC#LM 1/4"=1'-0" MIN DINING ROOM IoX6 120 CI=M n I II I II O O I O �I 1 I 10x6 120 CFM KITCHEN 1mx6 �" 5 CFM IL4, F - 10X6 4 120 CFI" 1 6° loll FLEX m H 745 SX4 CFM 12X8 PASS THRU FOYER PORCH LIVING ROOM �-!N ns 12X8 PASS IOX6 THRU 120 CFM I I I ILi IWy' I STOR. GARAGE BEDROOM #2 IoX6 120 CFM 50 8X4 CFM 45 CFM O 3' 0 HA'rP=N EQUIPMENT 5CHEEDULE 4 TONS 'FIRST /� MI=G CARRIER 1F IR S T FLOOR HVAC LAYOUT PLAN Cu t=V4CC500( A1-IU FY4CN80o6 HEAT 5KW SEER 15B SEER TOTAL CAP 4'1000 ELECTRIC 205/230/110H BRKR CU 40 AHU 35 REF LINES -1/8, E 3/81, F W on W U W 0 yF K U W Q CWv A h eusal`t. ee LOT: CREEKSIDE LOT #121 Pno"=T# 04321.000 �oaz4EHB "2605-HAYDEN" GAii 0Z gWnM. RIGHT PAGE: FIRST FLOOR H VAC PLAN t60 MPH EXP. C BDRM. #4 i@X6 15 GPM 0 5' BDRM. #3 I � � 12X8 - PASS TI4RU LOFT 1:):1:4MM'N I@X6 1@X6 l GPM IZ@ GPM W.I.0 B � 4� I I � 5' I---- nn WIN I@X6 75 GPM 5@ �L GFM 12X8 PASS THRU 4' 8X4 45 GPM LAUN. F 6,F -1 I II I L JL — lh. J I@X6 12@ GPM OWNER'S SUITE SECOND FLOOR HVAC LAYOUT PLAN F � H w a. 1 0 U �1 O Fes", Pi a F q �9tJBDIV. de LOT: CREEKSIDE LOT121 PitOJlcCT# 04321.000 a�soaEL: 4EHB "2605—HAYDEN" GARAGE B'WENG: RIGHT PAGE: SECOND FLOOR H VAC PLAN t60 MPH EXP. C Aile co y (V 5 RESAR VERTICALLY W( CONIC, POUR CELL STUDS I6. OG MAtrAD SEE ENERGY COPE FORMS FOR MSULATIOV R-VALUES SECURE &P4TO TEXTURED FINISH SIMP6OV SP4 (77 'tlil Z PSI . ZS DAYS Q 6, 011u ANC44O MT. YET SL 6ECUIE BT. PLATE TO SLAB W/ 10d OC MAX MRl T32' OC AX. ,• MASONRY NAIL . 3Z' O.G MAX ® m, F� — INKORCED W/ In' GYP. SE B . TAWAd4ER 4TI/;' I" NOSING °" b 6 - WIAAUA WIJM. ° , 6 O O O Nm z 67OA 4' NG, REINFORCED W) 61X6' _ 9• _ _ V " Iq L ° .a� : AXWA WUF OR FW$R'ESH ON 4' CONC. REINFORCED W/ 6•Xb' WIAXWIA 4' CONC. FEINFORCED W/ b'X6' WIA)gUL4 ." 4' GONG lEMFORCED W/ 6'Xi' WAYWUTA ' I S 6-MIL. VAPOR RETARDER ON UJ/F OR FIBERMESH ON 6-MIL. VAPOR WUF OR FIBERME&4 ON 6-MIL, VAPOR WLF OR FIEERME64 ON 6-MIL. VAPOR W �- • o % O = °� O WELL -COMPACTED CLEAN FILL. _Z RETARDER ON 6ELL-COMPACTED CLEAN - w RETARDER ON WELL -COMPACTED CLEAN z w' RETARDER ON I'M i -COMPACTED CLE • , _ TERMITE TIEA APPLIED 7O BE U 4" I•-°' a' a I• -a" FILL. TERMITE TIEATMENT TO BE ti - w > SORA-CARE APPLIED M FRAMING. _ FILL TEI71"IITE TREATMENT TOM FILL. TERMITE TREATMENT TO BE L jL� BORA-CARE APPLIED AT MAAMING. O a' BORA-CARE APPLIED At FRAIMMG. m u a" I'-m' a' BORA-CARE APPLIED AT FRAMING. ] ° I_I f� Will z V (3) 5 REBAR ON CHAIRS — w w z a I'-C' a i._e!() 5 REBAR ON CHAIRS �. z -ID I'-0" (2) 5 REBAR ON CHAIRS O' MIN. OW GRADE q O s • • 1 IN FOOUND (2) 5 REBAR ON G4AIR8 I ____J 1—STORY FOOTING 1—STORY FOOTING 2—STORY FOOTING 1—STORY FOOTING L W BLOCK WALL AT L.B. W. (W/ UPLIFT) �1 AT L.B. W. /(� AT L.B.W. (W/ NO —UPLIFT) (D.�_�§�T�AIR,�DETAIL �1 NQT USED -6caLe: 1m=R-m' �• SCALE: I/2".I W. SCALE, 1n'=R-O'cJ t� c �� a rS, 'CCNC,IEINF. W/ 6'x6'WAXWIAO UM ON6-MIL POLY ETHYLENE VAPOR RETARDER ON WELL -COMPACTED CLEAN KILL TERMITE 4• , RVujaL 'x6' wl4)NUI+40WWM 0 TREATMENT SHALL BE BORA-GATE b-MIYLENE VAPOR STUDS 16' O.C. MAX STUDS IS' = MAX AI® -COMPACTEDCLEAN HEAD OP GARAGE SECURE P.T. BT. PLATE TO S W) el) 5 RTAIR ON CHAIRS q',,", FI TEI ITE TREATMENT 64ALL BE SECURE BOTTOM PLATE TO STUD W/ SECURE BOTTOM PLATE TO STUD VARIES WITH SLOPE MASONRY NAIL • $2' O THICKEN EDGE S1nP6ON SP4 *32. OG. r SIMPSO4 SP4 632. OP_ MAX 4 AGE STEP— UP " 1(144T OF GARAGE SECURE MT. PLATE TO SLAP xS• UE1 GARAGE SECURE BT. PLATE TO SCALE, V2'.I'-0' VARIES WITH SLOPE ANCHOR BOLT W( 2' VARIES WITH ELOPE OC14 R BOLT W/ 2' R'I SECURE BT. PLATE TO SLAB W/ IOd E!jN-BEARING p MIN. . 32' oc MAX MIN . 32' oc MAX m MASONRY NAIL . 37' OG MAX SCALE: I •=1'-® (p DOLTS N� BOLTS NOT I ION v w w ? a a� ° .qa° 4' W/ 6'x6' WAXWAO WUM w na T \ . - ,.. .,, 4 e - > VAPOR w z O = 4: = BETA I R O4 WELLYCOMPACTED CLEAN L j°0 _. ° -._@ FILL TERMITE TREATMENT SHALL BE ro " W/ b'X6• WL4XWL4 • - °• a:. • o • a < _ - ° , MORA-CARE O SH O4 6-MIL VAPOR w e e 4' CONC. IREINFORCED W/ 6'X6' WAXWIA 4• CONC RENFORCED W) 6'X6' WAXIIIIA r °° 4' CONC. REINFORCED W/ 6'X6' WL4XWA . IET TELL -COMPACTED CLEAN a T1E T BE BORA-CARE w ,i. IRE IR FIR ON I SF{ ON 6-MIL- VAPOR =F OR FICERIES44 ON RETARDER O4 WEL COIMI'IL. VAPOR ACTED CLEAN �w " ID -CARE APPLIED T FRAIMR4Cx " o ! 5 R EAI.1 FILL TERMITE - ON LLWF OR Fl@ERMESH ON 6-MIL. VAPOR U 4 FILL TERMITE TREATMENT TO BE .4 a FILL. ITE TREATMENT 70 BE 4 6-MI L HYL APOR RETARDER m w a �, �. PILL.SORM AFE TMAPPTENT T AT RETARDER ON R E CLEAN z o a S FILL. T TREATMENT -GOTTA ME O-EMl m O q ID > 8 (Z) 9 REBAR ON CHAIRS FILL. TERMITE TREATMENT r0 TE > a" a' a" - 4" BORA-CARE APPLIED AT FRAMING. q (2) 5 REBAR ON CHAIRS z W (2) 5 REBAR ON CHAIRS z ° REBAR RS _6 (2) 5 RESAR ON CHAIRS zw a a 3"MIN. i� GARAGE STEP-UP 1-STORY FOOTING GE STEP-UP GARAGE STEP-UP GARAGE STEP-UP GARAGE STEP-UP 2-STORY L.B.W. N- BEARING L. B. W. W UPLIFT 2-STORY L.B.W. W/ UPLIFT L. B. W. W/NO UPLIFT W/NO UPLIFT 4A AT FRONT•PORCHES EXTENDED STEP L. vri SCALE: 1J2"xr-m' �� sCALE.1/2'.r-m' @EX�TENDED FOOTING 61F1 RMALL To BE MIN cout+6E6 ALE: 1/2' x 1'-m' 6cALE r .r-r— GRADE RECESS FOR x SECURE P.T. BT. PLATE 70 p "g q i I'-©" GARAGE POOR n x6 AMIN. 4 BOLT w( a6 T EI'IBED. MIN.. 32' \`/) fU 5 IEDAR VERTICALLY W/ CONIC ry 5 REDN! VERTICALLY •>&• wIAMUTAm wW'7 LENE VAPOR SECURE P.T. BT. PLATE TO SLAB W/ ! POURED O•ELL ® POURED CELL ME -MIL WELL7COMPAACTED VU'XW ANCHOR DOLT W/ 2' 6• Cf1tt cmuJz EMBED. MAP.. 32' OC MAX WAS �\\ CLE F TEIBTITE TREATMENT SHALL 4' CONC, IEINK W/ 6'x6' WL4x01.40 WIM O4 w " z _ _ L tl NOTE: OPTIONAL USE OF ' O 6-MIL POLY ETI�YLENE VAPOR RETARDER ON IC a a NOTE,-�- a COVGIE'TE CURB USE 0 Q LL1 L8 OECAM SE TEGARAGERM Y U i'-¢�" TREAWELLTMENT OHAED CLEAN FILL TERMITE 2'- " 4" 5 RJEBAR O4 CHAIRS TIEAYMENt SHALL BE BORA-CARE W/ 6'x6' WI.4XWAO LL11G1 WALLS TO D BUILDER BY E71ASIM > 6- POLYETHYLENE VAPOR STOP C CRETE PAD w^~ a " BUILDER BY I STUCCO ru 5 REBAR ON CHaIIPb w ER O4 WEELL-COIMPACTED CLEMI 6 4 _ 4 NLL 1-ERMITE TREATMENT SHALL BE STOP CIU� FREIGHT VARIES g , GARAGE DOOR FOOTING Q 4" I. W 'x6' WIAXWAO VIM BORA-COTE m -MIL L HRBVE VAPOR O'. a , -" RE ON WELL-OOMPACTED CLEAN w w " SCALE: IR'•T-0' FILL TREATMENT dial l !SE a z Q b 1 z d' (3) 5 REBAR ON CHAIRS z " L� > z E L a � a 4' CONG RENFORCED W) 6•X6' WIAXWIA S' VARIES V n' ro O e' e u WWF OR MIERME64 ON 6-MIL. VAPOR S STRAGIS� SOFA -CARE L j y) O 4' CONC. REINFORCED W) 6'Xb' WIAXWA - a L .. 9' z (2) 5 RESIAR O4 C 4ARRB z-o_ r WAIF OR PIBE -VO14 ON 6-MIL VAPOR r': PILL FDER ON RE TMENT TO DE CLEAN N FMISH ISLOOR w - • • FILL. TERMITE TREATMENT TO BE 2-STORY GESTEP-UP T BP— UP ID' FlBLOLRA CARRE APPLIED AT PIING. B BORa"rarE APPLIED AT FRAMING. _ a .. ' n. > •. '� RETARDER ON HELL -COMPACTED CLEAN a. 4 d W > fY T- 4^ !2) 9 REPAIR ON CHAIRS L m g T a 8 4 (3) 5 IEMAR ON CHAIRS ° 4 - ��,C EXTENDED FOOTING GARAGE STEP-UP 6 1—STORY L.B.W. — UPLIFT 1—STORY FOOTING 2—STORY FOOTING EXTENDED OIL 1 ln' HE 6 AT GARAGE AT GARAGE SLAB AT S.G.D. ffE�=NDED FOOTING 10' DR S.�SCALE, 1/2,xl' lO 6�oLE,I•I_sD 2 SHOWER RECESS FOOTER ALE: 1/2'=1'-0' SCALE: R =I'-m (U 5 RE9AIR VERTICALLY W( CONC. L POURED CELL GONG. MINK W) 6'x6' WL4XWA0 WAIM SEE ENERGY CODE FORMS FOR = ON 6-MIL POLY ETHYLENE VAPOR INSULATION It -VALUES RETARDER ON WELL -COMPACTED CLEAN FILL TERMITE TREATMENt 644LL BE TEXI111ED PMI6H I BORA-CARE S' CT11U z (2) 5 RESAR ON C44AIR D 1/2' GYP. WL W. AB AT GARAGE G�,TIED MOD BEAM ry v M1 WOOD BASE .VARIES PER ELEV. TIE VERTICAL REBAR 7 SERVICE DOOR TOHORza4TAL — WALug n ' vim— 0'-0' FIN. FLR IEBAR W) 10' HOOK TO WORIZON!"AL TIE VERTICAL REBAR _ a GROUTED BOND SEAM �_ a. � FESAR W/ 10' HOOK 5TUOwVARIES PER ELEV. - VARIES PER ELEV. z w TO- ° ,la - ^ 4' 114FOICED W/6'X6' 14 NOT USED °'°"'-" ' a" — L z N A'WYF OR FIBERMESH ON z 4 i9 E °. - •: IL. VAPOR IEtA.ROER ON ' L GROUTED BOND BEAM 'V WELL -COMPACTED CLEAN FILL. , , NOT USED f O 4�) TERMWTE TREATMENT TO BE POUED LIN .! ) 1;• vE 1 �/ • BORA-CAIE APPLIED AT y.: S• CMU ED L LINE �n 6' PVC CHASE 7HR1 FOOTING: " FRAMING. / w L i q. 8�� a' q(3) 4 REBAR ON OMAIRS :; ; 2X WALL I E CMU I -STORY <4 J4)MXT' ANCHOR BOLTS N (W/ 2'XT' /1n' DRYWALL (2) b REBAR ON CHAIRS , BOLTS MM. b' EMBEDMENT WI/ 2•W'XUS' �/ W OO R AND NUT SPACED EVENLY FROM �,,,,.�-'-WOOD SASE (-STORY LOOK TO BOND OEN-I. 8E( IN JOINTS (3) IS REBAR ON CHAIRS a 2-STORY FOOTING PIMORTOPILLING. (SLEEVED ANC4OIRIN SOLID POUR ACCEPTABLE REITROFIT) W BLOCK WALL a./INT. FRAME WALL TO 13 SCALE, I/2°•I' 0' 15 BLOCK WALL CONNECTION 4' POUR URIECLLLRVERTIOALLYW/CCNc SCALE, I/Z'.I'-O' SEE ENERGY CODE FORMS FOR a INSULATION R-VALUES _ S° CMU Q FOR NOUT REQUIRED W. ° FCLIEANOUT OR MSPE IEQUIIED 1 s GAS LINE THRU BLOCK 1/2' GYP. W .. W. z WOOD BASE L Z ,I d 1'� NOT USED w 4' CONC, RERIF. W/ 6•x6' WAXWIAO WWM - - I ( z ON 6-MIL POLY ETHYLENE VAPOR z RETARDER ON HELL -COMPACTED CLEAN 0'-0' FIN, FLR 0'-0' FIN. FLR E U� PILL TERMITE TREATMENT SHALL BE I I a O BORA.OAIE a a TIE VERTICAL REBAR " TIE VERTICAL REBAR fIJ 5 DEBAR SET IN 61MPOOK HGH 4.. 8 TO HORIZONTAL ., STRFSOGTH EPDXY 6' EMBED. MN. , I . (2) WO IELAR • I -STORY I - a. a REBAR W/ 10' HOOK Q FEBAR W/ 10' HOOK l ��i _ r _ _ Q.a L (3) 06 REBAR • 2-STORY / s � �4, .'. Z �L . - 4a OUTSIPE REAR TO P.E ". --6° PVC CHASE T1-IRU FOOTING CONTINNOU6 ' 4' CONC, REINP. W/ 6'x6' WIAXIIIIAO o— (U 5 VERT. DOWEL W 'l ON 6-MIL POLY ETHYLENE ° ° '4 LAPPED WI BOND BEAM VAPOR RETARDER ON (U 5 REBAR AT COR4ERS L I -STORY 0 WELL -COMPACTED CLEAN FILL W/ 26' LAP MIN m 3 a" g' ,a° MIS EBAR ON CHAIRdb HORIZONTAL/VERTICAL rER'TITE TREATMENT SHALL ISE - q�� 2-STOW oir MORA-CARE ;'-I' MIN. LAP (3)5 REBAR ON CHAIRS HORIZONTAL/VERTICAL REINFORCING AT TYP. RETROFIT FOR PIPE THROUGH REINFORCINGy BEARING CHANGE OCALIZ OMITTED DOWELS REBAR LAP AT FOOTING TYP. REBAR LAP 1-STORY FOOTING A : • - B GOALS' 1a'='' C AT LINTEL CORNERS W/ BLOCK ALL ALL EXTER]COR RF]CN 17OOrrES AT ISI-I SLAB'S TO BEE MIN. 12" BELOW LTNIDISTUR]E3IEID SOIL CONTROL DATE: 07/01/15 ARCH I T E C T 5 6 Design Grou 12. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 �xl x h W G W O 0. U W A F 4 ti iBtMDM de LOT: CREEKSIDE LOT #121 PROJECT# 04321.000 MODEL: 4EHB "2605—HAYDEN" GARAGE O WZBTG; RIGHT PAGE: MONOLITHIC FOUNDATION DTLS/SECTIONS 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA 08 /22 /1'7 8Cy,)l6XE: 1/4' =V-0" 1 ide co FIBERGLASS SHINGLE" OVER 430 FELT PAPM INSTALLED PER FBCF R90521 ON i" O.S.E SHEATHING OR }" CD; PLYWOOD SECURE! PER FASTENEF SCHEDLLI PRE-ENG TRUSS MTL. DRIP EDGE 2x4 OR 2x6 FASCIA PER ELEVATIONS VENTED ALUM. SOFFIT EMBED. STRAP VERIFY W/ TRUSS PLAN I%" THICK, 3 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY tIJ z® I —STORY (D BLOCK WALL SCALE: 3/4" SEE ENERGY CODE FORMS FOR 4SULATION R-VALUES GYPSUM BOARD OR ]" HIGH TRENGTH CLG. BOARD ONC- FILLED LINTEL BLK W/ (1) > REBAR CONTINUOUS RECAST LINTEL EE ENERGY CODE FORMS FOR SULATION R-VALUES WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS PRECAST SILL (1) 45 REBAR VERTICALLY W/ GONG. POURED CELL Ix2 P.T. FURRING STRIPS 0 16" O.G. 8' CMU 1/2' GYP. WL. BD - WOOD BASE FIBERGLASS SHINGLES OVER 430 FELT PAPER INSTALLED PER FBCR R9052.-T ON J" O.S.B- SHEATHING OR }' CDX PLYWOOD SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x4 OR 2x6 FASCIA PER ELEVATIONS VENTED ALUM. SOFFIT PRE:-ENG. GABLE TRUSS WEEP SCREED (SEE DETAIL 5/D3) 2X6 P.T. SECURED t0 MASONRY w/ 1/2"x9" A.B. w/ 2" DIA. WASHERS, 'T" MIN- EMBEDMENT WITHIN 8' OF EA. END, 32" O.C. MAX IN FIELD. CONC. FILLED LINTEL BLK. W/ (1) 45 REBAR 5/5" THICK, 3 ):OAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY (1) 45 REBAR VERTICALLY W/ CONC. POURED CELL 8" CMU I'-01 TYP. O.H. 2a 1—STORYo GABLE BLOCK~ WALL SCALE: 3/4" = -0" 2x4 BLOCKING BETWEEN TRUSSES AT FIRST FIVE BAYS 4'-0" O.C. (AT SHEATHING SEAMS) STIPFBACK AT ALL UPRIGHTS OVER 4'-10" HIGH (SEE SEALED ENG. FOR SIZE AND CONDITION) PRE-ENG WD. TRUSS 24' O.G. MAX. — CONT. 2x4 RAT RUN SECURED W/ (2) 12d's a EACH TRUSS — SEE ENERGY CODE FORMS FOR INSULATION R-VALUES " GYPSUM BOARD OR 1/2" HI STRENGTH CLG. BOARD FIRE -STOP SEE ENERGY CODE FORMS FOR INSULATION R-VALUES — WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS :-CAST GONG, SILL P.T. FURRING STRIPS m 24" O.G. I/2" GYP. WL. BD. WOOD BASE 2x4a SECURE t0 BLOCK W/ ib' 2X4s SECURE BECIJRE TO 15LocJK UM1I'4' rAPCONb OR DRIVE PIN (MIN. SPAM SIZE .145 sScuRE r0 BLaaK uv 9b' TAPCON9 OR DRIVE PIN 7APCONS OR DRIVE PIN MIN. HEAP SIZE -I= (MIN. 04,4NK SIZE (MIN. SHANK SIZE .HS MIK ETMlEDMENT 1 Yi) .14b MIN. HEAD SIZE 300 MAN. HEAD SIZE 300 e' C TU WITHIN 8' OF EACH END 4 T8' OIC. MAX SPACING. NOTE` STRUCTURAL 2X MUST BE MN. EMBEDMENT I Ys') WI WITHIN 8' CF EACH END ! �' STRUCTURAL 2X MUST BE MIN. EMBEDMENT 1 Y4) WITHIN 8' oP EACH END 4 NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED _Lr1M' DRYWALL 2Wa! ON OUTSIDE 4 SECURED THROUGH Or, MAX SPACING ON OUTSIDE 4 SECURED IS'Or- MAX SPACING. THROUGH NON-STRUCTURAL �' I'X4' OR 1'X2' P.T. NAILER W.CURE TO BLOCK W/2-%, NON-STRUCTURAL Va' TAPCON 2X6m THROUGH NON-STRUCTURAL V 2X6:! TAPCON MIN. I-Y4' EMBEDMENT Ix4 P.T. OR °Ys X4' MIN. TAPCONB OR DRIVE PIN MIN 144' EMBEDMENT INTO SECURE 70 BLOCK TAPCON MIN. I-N EMBEDMENT SECURE TO BLOCK INTO BLOCK ❑ SECURE: THRU PRAI.IE 4 (MIN. SHANK SIZE .14b maK UYJ-' TAPGONB OR INTO BLOCK WA-V4' TAPCCNS OR EXTEND I -A' INTO �oclC UV TE D I -A' INTO OR DRIVE MIN. HEAD 817E Jim MIN. EMBEDMENT I Y49 : CM DRIVE PIN (MIN. WANK SIZE ' DRIVE PIN (MIN. SHANK SIZE .145 C"IU (MIN. SHANK 817E WITHIN e' OF EACH END 4 , DRYUTALL 'X4' OR I'XV P.T. NAILER MIN. HEAD SIZE 300: .14b4NOrME: CMU BALL MIN, HEAD SIZE 300 MIN. El I DMETIT 1 Y4') ' PRTWALL .145 MIN. HEAD SIZE 300 18' O.G. MAX SPACE 2�'m ❑ MIN. EM�DIMENT I Y4') WITHIN B' OF EACH EPNTX4' OR I'X2' P.T. NAILER WITHIN 8' OP EACH END 4 18' O.G. MAX SPACING. ❑ I'X4' OR I'X2' P.T. NAILER MIN. EMBEDMENT I-Ya' SECURE TO BLOCK W/J-)' %. O)SUS. X 4' MIN. B' OO, MAX SPACING. WITHIN 8' OF EACH END 4 TAPCONS OR DRIVE PIN Doom 2Xg� 76' O,S.B. X 4' MIN. IB' O.C. MAX SPACING DOOR CABRKa (MIN. SHARK SIZE -ids DOOR CASING SECURE TO BLOCK W4OOR CASING SECURE TO BLOCK W/1-1/4' tAPCGNb OR DRIVE PIN DOOR CASING DOOR JAMB OR WINDOW MIN. HEAD SIM 300 MIN. EMBEDMENT i Y4') DOOR JAMB OR WINDOW ATTACH TO 2X PER TAPCONS OR DRIVE PI (MIN. SHANK SIZE .KbOOR JAMB OR WINDOW (MIN. SPANK SIZE Job DOOR JAMB OR WINDOW AIYA.CH r0 2X PER MANWFAiC1tURE8 DETAILS. 0' OP EACH BYD 4 N a' Oil B' O.C. MAX SPAiGM'Ks IS, oz. MANIFA):TIUI4B8 DETALS. MIX HEAD SIZE I Y4TTACH MILL EMBEDMENT I Y4')ANUPAiCTUFEE TO TUC PER DETAILS. MIN. HEAD SITE 300 �Tµ�EDMEN I Y4� ATTACH TO 2X PER MANUPACTUREB DETAILS. NOTE: SHIM AS NEEDED PLUMB SHIM AS NEEDED TO PLW'IB WITHN 8' OF EACH END 18' O.G. MAX SPACING. NEEDED TO PLUMB HT 4 IB' O°C. MAX SPACING. NOTE' SHIM AS MrRPED TO PLUMB JAms (DO NOT EXCEED Y; ) Y4 JAMB lD0 NOT EXCEED Y4') JNMB (DO JAMS NOT EXCEED Y4') JAMO� JAMB (DO NOT EXCEED Yi ) DOOR JAMB TO BLOCK +3/4 OR +5/4 DOOR JAMB TO BLACK +1-15/i�" DOOR JA!® TO BLACK +3" DOOR JAMB TO BLACK +3-7/18" �\ WINDOW TO BLACK +3/4 OR +5/4 nc WJ1tDOW TO BLACK +1-Sf5 18 _ E WDiDOW TO BLACK +3" WI[CDOW TO BLACK +3-7/IS" 8C E: 9/8'•I'-0' l.".%W.A , 3 �0 s 3/8 =i'-0 6CALE: 3/8'=1'-0' 2X4w 2X4:= 2X4-m SECURE TO BLOCK W/'1,1 2X4a SECURE TO BLOCK W/ SECURE TO BLOCK W/ fib' TAPCONB OR DRIVE PN SECURE TO BLOCK WN4' TAPCONS OR DRIVE PN 7APGONS O• DRIVE PIN (Mix SHANK SIZE .14b TAPCONS OR DRIVE PIN (MIN. SHANK SIZE .M4b MMA'i;EAD SIZE J413 Mix W-AD SIZE 3M (MIN. 84ANK SIM J4b MIN. HEAD SI M 300 I"fIN. HEAICJ Sltzf 3®0 MIX EMBSOMENT IY1) WTHIN MIN. HEAD SIZE 300 MIN. EMBEDMENT 149 WITHINEMMV 8' OF EACH END 4 la'Or- MIPL - EACkl"I ND I Y4) WITHIN EACJ+ END 4 IB' OG. 8. OF EACH END 4 V OG. MAX SPACING° NODE: R4 2X 1'NBT MIK Emssom r I Y,i ) NOTE: STRUCTURAL 2X WITHN 8' OF EACH ENDMUST MAX SPACING. B' MAX SPACING. NOTE: 2X MUST 2X6:! CUT*[STRW_ ON < SECUIED ID'Or- MAX SPACING. TP SED ON OUTSIDE f BEOURAL 2X6:m 2X6! OUTSIDE 4 � � OLLTSIDE 4 SECURED SECURE t0 BLOCK H NONE THROUGH THIWlK314 NON-STRUCTURAL. Tom! THROUGH NON-BTRLGTURAL SECURE TO BLOCK UJ/J-3L' BEGURE TO BLOCK W/2-)w THROUGH NON-STRUCTURAL TAFCCN MIN. 1-Y1 �_%, TAPCOINS OR ,' TAPCON MIN. 11% EMBEDMENT INTO Bl-000 SECURE TO BLOCK W/1-1/4' W TAPCCN MIN. 1-Y4' EMBEDMENT INTO 9LOCC TAPCON6 OR DRIVE PIN (MIN SHANK SIZE .14b TAPCONb OR DRIVE PIN (MIN. SHANK SIZE .148 EMBEDMENT INTO BLOCK. DRIVE PN (MIN. SHANK 817E .14b TAPCONS OR DRIVE PN (MIN. SHANK SIYE .145 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 N. MIN. HEAD SIZE 300 S' crw MIN. HEAD SIZE 300 MIN- EMBEDMENT 1 Y4') MIN. EMBEDMENT 149 UflT1-FN 8, OMU MIN. EMBEDMENT I Y4) y�: D��L MIN. EMBEDhIEN7 I Yd') e' GMU WITHIN 8' OF EACH END 4 18' OG MAX SPACING.S' 8: C,I•M} )S' pR,ALL 8' OF EA(:H END 4 B' O.C. MAXMAk SPACING. DRYWALL WITHIN 8' OF EACH END 4 IB' O.C. MAX SPACING. I'Xd' OR I'X2' Pt. NAILER WITHIN e' a- EAG V END 4 18' O.C. MAX SPACING. 1i' DRYWALL ❑ I'X4' OR I'X2' P.T. NAILER 2X8,m I'X4' OR I'X2' P.T.NAILER TXBSO ❑ I'X4' OR I'X2' P.T. NAILER 2>0:® 2ND 2X SECURE t0 STRUCTURAL MEMBER 2X8a ' X d' MIN. SECURE TO BLOCK W/2-ib' ooR cAslrac, SECURE r0 BLOCK U112 {�.' R CASING SECURE TO BLOCK W/(2)ITd U2rWIN 8' OF EAiGFi �� TO BLOCK W/I-I/4' P.T. TAPCON9 OR DRIVE PIN tAPCONO OR DRIVE PIN WR-i(4' TAPCONB OR DRIVE PIN END f 6' TO 8' Or- MAX TAPCONS OR DRIVE PIN (MIPL SHANK 817E CASING (MIN. SPANK 817E .145 MIN. HEAD SIZE JIM DOOR JAMB OR WINDOW (MIN. SHANK SIZE .145 MIN. HEAD SIZE 900 DOOR JAMB OR WINDOW ( Mix SPANK 61YE .14b MIN. HEAD SIZE 300 C.481NG DOOR JAMB OR WINDOW .145 MML HEAD 817E 300 MN. EMBEDMENT I Y<) DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y4') WITHI 8' OF EACH END 4 18' O.C. ATTACH TO 2X PER MANUFACTURES DETAILS. Mix EMBEDMENT I Y<') WITHN 8' aP EACH END f IS O.C. TTACH TO 2X PER MLANUFACTURES DETAILS. MIN. EMBEDMENT I Y4') TTACH TO 2X PER WITHIN 8' OP EACH END 4 ATTACH TO 2X PER ANUFACTURES DETAILS. MAX SPACING. - &41M AS NEEDED TO PLUMB MAX SPACNG. HOLE: SHIM A8 NEEDED TO PLIJ•IB WITHIN 8' OP EACH END 4 MANJPACTURES DETAILS. 18' O.C. MAX SPACING. NOTE SHIM AS NEEDED TO PLUMB 18' O.G. MAX SPAGNG. NOTE- d4N'7 AS NEEDED TO PLUMB FIBERGLASS SHINGLES OVER 030 FELT PAPER INSTALLED PER FBCR R9052.1 ON ill O°rJ'°B. SHEATHING OR i" CDX PLYWOOD SECURED PER FASTENER SCHEDULE 11-011 o.H. MTL. DRIP EDGE J 2x4 OR 2x6 FASCIA PER — ELEVATIONS VENTED ALUM. SOFFIT — STIFFBACK AT ALL — UPRIGHTS OVER 4'-10" HIGH (SEE SEALED ENG. FOR SIZE 4 CONDITION.) O.S-R. SHEATHING OR }' CDX PLYWOOD. ATTACHED PER FASTENER SCHEDULE ON SHEET D2 OR 1/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF, SPECS.) 1/8" THICK, 3 COAT PORTLAND CEMENT PLASTER OVER EXPANDED GALV'D METAL LATH ON FORTIFIBER JUM50TEX GRADE 'D" PAPER OVER TYVEK BUILDING WRAP (REFER TO STUCCO SPECS FOR COMPLETE INFORMATION) OR 1/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUP. SPECS.) WEEP SCREED_ (SEE DETAIL 5/D3) SECURE GABLE TO 2x6 P.t \ PLATE W/ 12d's 8' O.G. MAx SECURE 2x6 PT. PLATE TO BLK W/ J"x9" ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY -t" EMBED. MIN. 0 32" OC MAX. I%" THICK, 3 COAT PORTLAND CEMENT PLASTER APPLIED w DIRECTLY TO MASONRY z C, 1— STORY GABLE W/ VAULT CLG. 3 B LO C K WALL SCALE-..3 =1'-0" 8' cMLL )Y DRYWALL PX4' OR I'XT' P.T. NAILER ❑�//_*4 P.T. OR V4'X4' MIN. SECIA.E THRU MW.Q-rE 4 EXTEND IA' INTO BLOCK W/ OR DRIVE PIN (MIN. SHANK SIZE .148 FMIN. HEAD SIZE 300 MIN. EMBEDMENT 1-Y4' WITHIN 8' CP EACH END 4 IS' O.G. MAX SPACING CASING JAMB OR WINDOW H TO IX PER MANUPACTURES NOTE: SHIM AS NEEDED TO PLUMS JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLACK +3/4 OR +5/4 �T\ WINDOW TO BLOCK+3/4 OR +5/4 " SCALE: 3/B'•I'-®' JAMB (DO NOT EXCEED 49 JAMB (DO NOT EXCEED 41) JAMB (PO NOT EXCEED Yl) JAMB (00 NOT EXCEED Y19 DOOR JAMB TO BLACK +1-1/2" DOOR JAMB TO BLACK +2 DOOR JAM® TO BLACK +3' DOOR JAMB TO HIACK +9 3/4" `v B WINDOW TO HLOCK +1-1/2" (1 WINDOW TO BLOC +2 1 4 u E+ W TO BLOCK +3' �vrl WIl4DOW TO HLOCK +9 3/4" a 6GAL.E= 3/8'-0' BCAI-E: 3/8'.I'-®' SCALE, 3J8'=I'-0' SCALEz S/8'=P-O' m FASTENER SCHEDULE ROOF DIAPHRAGM USE 1/16" O.S.B. OR 1/2' CDX PLY WITH 48 RING SHANK GUN NAILS AT 4' O.C. AT SUPPORTED PANEL EDGES AND 48 RING SHANK GUN NAILS AT 6' O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 48 GUN NAILS • 4' 041, EXTERIOR SHEATHING USE 1/2, CDX OR 1/16' OSB PLY WITH 48 RING SHANK GUN NAILS AT W O.C. AT PANEL SIDES AND 48 RING SHANK GUN NAILS 4' O.G. TOP 4 BOTTOM PANEL AND 48 RING SHANK GUN NAILS AT 6' O.C. AT INTERMEDIATE SUPPORTS OR 1/16' ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS). SEE DETAIL. NOTE, -RING SPANK GUN NAILS SHALL BE PERMITTED AS AN ACCEPTABLE FASTENER FROM ANY MANUFACTURER -ROOF DESIGN PRESSURE BASED ON WORST CASE NAIL RE=IREr'IENTS SIZE HEAD LENGTH PIA. ENSILE STR 8d ROUND; -MODIFIED 1 1/8" .113 1'10000 OR T 106 ROUNPPIODINED 21/8' .128 110,0" NOTE_ NSSTAPLE, NNAIL4TOOL EASSOGRIATITIONT I. 0.113 INCH NOMINAL SHANK DIAMETER 2. RING DIAMETER Or 0.012 OVER SHANK DIAMETER 3. 16 TO 20 RINGS PER INCH 4. 02W INCH FULL ROUND HEAD DIAMETER 5. 2 INCH NAIL LENGTH J Z LL TOP CORD BLOCKING AT 4' LL O.C, MAX IN FIRST 2 FRAMlt%* NOTE NO E TYP- EXT. SHEATHING ATTACHMENT SPACES AT EACH END. SPACES FOR SHEAR 4 UPLIFT (0.&5. TO BE STI;E UCTUR AL N c RAPIER OR TRUSS GRADE) CONNECTORS FROM STUD TO PLATE ARE ROOF 9HEATHINCs NOT RECIUIRED EXCEPT , OPENINGS •3 RING SHANK GUN NAIL5 a 4' O.L_ TOP < BOTTOM ED@ES 0 2x4 BLOCKING BETWEEN TRUSSES WHERE "X" BRACING IS PRESENT PRE-ENG GABLE TRUSS CONT. 2x4 RAT RUN SI=CURED W/ (2) 12d's a EACH TRUSS TO BE INSTALLED 0 MID. POINT OF TRUSS SPAN, OR 10'-0" O.C. MAX. SEE ENERGY CODE FORMS FOR INSULATION R-VALUES I" GYPSUM BOARD OR }" HIGH STRENGTH CLG. BOARD 2x4 NAILER 2x4 s 24" O.G. ® INTERIOR KNEE WALL GONG. FILLED LINTEL BLK W/ (1) +'S REBAR CONTINUOUS PRECAST LINTEL INDOW ATTACHMENT AS PER ANUPACTURES SPECIFICATIONS PRECAST SILL (1) 45 REBAR VERTICALLY W/ GONG. POURED CELL Ix2 P.T. FURRING STRIPS 16" O.G. 8" GMU 1/2" GYP. WL. BD. ll WOOD BASE •F 2X6 F.T. SECURED TO MASONRY / 1/2"x9' A.B. W/ 2" DIA. WASHERS, 7" MIN. EMBEDMENT WITHIN 6' OF EA. END, 32" O.G. MAX IN FIELD. LJ 48 2' DECK SCREWS O.C. MAX ® EDGES 4 12' O.C. MAX IN FIELD- UNTHREADED SHANK TO EXTEND BEYOND' THICKNESS OF SUB -FLOOR SHEATHING TYP. 3/4" TAG SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS NOTE: PER 1=15GR 905.2.E - FOR R001= SLOPES 2:12 TO LESS T44AN 4:12, A (2) LAYER UNDERLAYMENT SYSTEM IS REQUIRED. 1=OR R001= SLOPES OF 4:12 OR GREATER, (1) LAYER UNDERLAYi"1ENT IS PERMITTED BUT MUST BE PER AST(" I D226 TYPE II, ASTM D 4869 TYPE IV, OR ASTM D 675-1 0 —IX4 DIAGONAL BTM. CHORD BRACING. SEE PLAN FOR LOCATION PRE-ENG'D WOOD TRUSS (TYP) a 24' O.G. MAX SIMPSON HETA-lb (TYP) vERIFY 7_W/ TRUSS PLAN CONC. POURED LINTEL COURSE 1- IX4 SYP LATERAL RE-INFORCINCs 36' O.C. MAX ® TRUSS BTM. CHORD, SECURE W/(3) loci NAILS 6 EA. TRUSS CHORD GABLE END BRACING SCALE: 1/2 " =1' - 0" �48 RING SHANK GUN NAILS ® 6' O.G. IN FIELD TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING (O.S.B. 70 BE STRUCTURAL GRADE) 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 w h w w 0 F U w a h A ILLI eLTBDm an LOT: CREEKSIDE LOT #121 P1WJMT# 04321.000 ldODMa 4EHB "2605—HAYDEN" GAIRAGIC OWING: RIGHT PAGE: SHINGLE MONO. SECTIONS &c DETAILS 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA y DA a/22/17 DC44M 1 4"=1'-0" FI5ER3LASS SHINGLES OVER 030 FELT PAPER INSTALLED PER FBCR ON I " OSB 2x4 BLOCKINfs BETWEEN TRUSSES At FIRST (5) FIBERGLASS SHINGLES OVER PROVIDE EAVE R9052 SHEATHING OR CDX BAYS 4'-0" O.G. (AT 030 FELT PAPER (OR BAFFLE OVER THE TOP PLYWOOD SECURED FIBERGLASS SHINGLES OVER SHEATHING SEAMS) APPROVED EQUIVALENT) ON OF INSULATION FOR PER FASTENER EMBED. STRAP 030 FELT PAPER INSTALLED " 0.5.5. SHEATHING OR �" CDX CLEAR VENTILATION SCHEDULE VERIFY W/ TRU55 PER FBCR R905.2..l ON PLYWOOD SECURED PER PER FBEC R402.23 PRE-ENCs WD, TRUSS Q PLAN O.S.B. SHEATHINGS OR i" CDX FASTENER SCHEDULE 24' O.C. MAX. PLYWOOD SECURED PER PRE-ENCx TRUSS FASTENER SCHEDULE ; MTL. DRIP EDGE SEE ENERGS - CODE FORMS MTL. DRIP EDGE PRE-ENG WD. TRUSS �.. MTL. DRIP EDGE SEE ENERG r CODE FORMS FOR INSULATION R-VALUES. WOOD SHEATHINGS FOR INSULATION R-VALUES 2X4 OR 2X6 FASCIA "H"3 24" O.G. MAX. 2x4 OR 2x6 SUB -BAND 2X4 OR 2X6 FASCIA 5/S" GYPSUM BOARD OR 1/2° PER ELEVATIONS PER ELEVATIONS H CH BOARD OR WRE, LAYER M, PER ELEVATIONS HIGH STRENGTH GLGs. BOARD CONT. 2x4 RAT RUN SECURED STRENGTH HIGH STRENCxTH GLCx. T11:: Wtucco wRAP DOUBLE TOP PLATE VENTED ALUM. SOFFIT W/ C2) 12d's a EACH TRUSS VENTED ALUM. SOFFIT BOARD R5 LAYER 12, FOR ER — BUILDINGS PAPER YCINI CV HLIAI "I..7cA lI ^' fi P. WINDOW HEADER SIZE VARIES I/2" CDX OR �/16" OSB METAL INSULATION R-VALUES 10000 UPLIFT ;'``` o.H. PER WINDOW OPENINGS SEE SECURE to WALL PER 51MPSON FASTEN TO WOOD STRUCTURAL HEADER SPAN CHART FOR FASTENER SCHEDULE 5/s" GYPSUM BOARD OR CONNECTOR SP2 a EA. MEMBER a T" O.C. MAX I/2" CDX OR 1/16" OSB DETAILS 1/2' HIGH STRENGTH CLG. 2X8 STUD I;'-+ 1/8' TEXTURED SECURE to WALL PER ON SHEET D2 BOARD 2x8 SYP *2 FASTENER SCHEDULE WINDOW ATTACHMENT AS PER OR 1/16 ZIPOU15LIE TOP PLATE FINISH a WOOD ON SHEET P2 MANUFACTURES SPECIFICATIONS SHEATHING: SYSTEM WINDOW HEADER SIZE VARIES PLATE TOP M TYPE CONTROL JOINT PLATE > � FRAME t0 SLOGK OR -t/16' ZIP WINDOW SILL (INSTALLED PER PER WINDOW OPENING: SEE CONNECTION SEE DETAIL SHEATHING SYSTEM MANUF. SPECS.) I5/p1 (INSTALLED PER 2x6 STUDS 16" O.G. MAX W/ HEADER SPAN CHART FOR INSUL., SEE ENERCsY GOpE DEtA(LS "' DRY WALL ® 6' METAL LATH STRIP MANUF. SF'EGS.J 1/16" ZIP SHEATHINGS I,I 6' WIDE SCRIP SELF FORMS FOR INSULATION WINDOW ATTACHMENT AS PER ADHESIVE FLASHING, GLEAN 1/8" THICK, 3 GOAT -VALUES MANUFACTURES SPECIFICATIONS SYSTEM (INSTALLED PER 2 DIA ANCHOR BOLT \ II II `: MASONRY BEFORE APPLYING �/s THICK 3 GOAT MANUF. SPECS.) OR AT 16 O.G. MAX WITH WINDOW SILL EMBEDMENT AND 2" FINISH M CEMENT PLASTER �' t < CS SUBFLOOR GLUED AND CEMENT PLASTER WALL FINISH ®MAsoNRY APPLIED to METAL SCREWED AS PER FASTENER APPLIED TO METAL 2x6 STUDS a 16" O.G. MAX W/ SHEATHINGS DIA. WASHER LATH OVER 2 LAYERS SCHEDULE ON SHEET D2 LATH OVER 2 LAYERS INSUL., SEE ENEFa3Y CODE S' CMU OF GRADE I'D" mz== OF GRADE 'D" FORMS FOR INSULATION 2x8 5YP *2 ON PI BUILDINGS PAPER OR BUILDING PAPER OR R-VALUES WOOD STUDS a A. X PAPER BACKED LATH PAPER BACKED LATH AT 12" O.G. MAX VERTICAL CONTROL OVER AN APPROVED OVER AN APPROVED SCRE SCREWED AS PER FASTENER AND u HOUSE WRAP HOUSE WRAP SCHEDULE ON SHEET D2 BETWEEN DISSIMILAR zal2x8 P.T. SYP "2 lito SOLE PLATE C1) COURSE TIE -BEAM q ATERIALS CONCRETE 1 al5 WITHf0OURED SOLID SCALE: N.T.S. DETAIL 5 PRE -ENDS FLOOR TRUSS (INSTALL PER MFG. SPECS.) w z REBAR HORIZONTALLY GONG. FILLED LINTEL " GYPSUM BOARD OR I' HIGH �• 0 � 3/4" T � C: SUBFLOOR GLUED BLK W/ (I) +5 REBAR STRENGTH GLGS. BOARD DETAIL 5 \ (L WEEP SCREE PRECAST LINTEL AND SCREWED AS PER CONTINUOUS PRE-ENCS FLOOR TRUSS � y/ A5T1" 1 926-C 4 63 FASTENER SCHEDULE ON 0 IX2 NAILER/PRAFt STOP � Ill (SEE I 2/D ) (INSTALL PER MFG, SPECS- � � WINDOW ATTACHMENT AS SHEET D2 13 PER MANUFACTURES " GYPSUM BOARD OR }' zLLISPECIFICATIONS FASTEN 2X4 RIBBON CP.T. SEE ENERGY CODE FORMS HIGH STRENGTH GLCS. BOARD loll CMU) W/ ($) 12d NAILS 0 EACH FOR INSULATION R-VALUES IX2 NAILER/DRAFT STOP O IL PRECAST SILL TRUSS PRECAST LINTEL GONG. FILLED LINTEL BLK W/ Z *S REBAR a 1ro" CI) REBAR CONTINUOUS z O.C. MAX, IN PRE-ENG FLOOR TRUSS WINDOW ATTACHMENT AS PER ul CONCRETE ( INSTALL PER MFG. SPECS- 5/8" THICK, 3 GOAT MANUFACTURES SPECIFICATIONS SEE ENERGY CODE FORMS p/ Z POURI=D CELL, Ix2 P.T. FURRING STRIPS PRE -CAST CONCRETE SILL FOR INSULATION R-VALUES O VERIFY PER a 16" O.G. CONC. FILLED LINTEL BLK W/ PORTLAND CEMENT 1L I-- PLAN. PLASTER APPLIED PRECAST LINTEL a 0 allGMU(1) *5 REBAR CONTINUOUS DIRECTLY TO (I) N5 REBAR VERTICALLY WINDOW ATTACHMENT AS PER Z I/2 CzYP. WL. BD, RIBBON MASONRY W/ CONC. POURED CELL MANUFACTURES SPECIFICATIONS O R-4.1 5/5" THICK, 3 GOAT N v INSULATION (1) 04 CONTINUOUS REBAR Ix2 FURRING: PORTLAND CEMENT PRE -CAST CONCRETE SILL FASTENING DETAIL STRIPS 24" O.G. PLASTER APPLIED WOOD 5A5E � •' SCALE: 3/4"=1'-0" 8' GMU DIRECTLY TO (1) "5 REBAR VERTICALLY Q O r „ 4 Z 4 REBAR 48 1/2" GYP. WL. BD. MASONRY W/ GONG. POURED CELL � Q � � � W/6" HOOK a 244"" C.G., � n WOOD BASE. Ix2 P.T. FURRING - Z STRIPS a 24 O.G. MIN. 24" IN SLAB ROOF TRUSS UPLIFT z " 0 u 0 _0 s' CMu 2'-0" (T` IN. coNNSHTOWUN FOR OR IN 5LAE�) CLARITY (WE FIN. FLR 1/2' GYP. WL. BD. I SHOP DWGs.) WOOD BASE o FIN. FLR 3 I/2" GONG., REINF. W/ 61Ix61I . r ° WALL a d W1.4XWI.40 WWM ON 6-MIL EXTERIOR WALL SHEATHING (ME SECTION — 1, p POLY ETHYLENE VAPOR NOTES) FASTEN EACH STUD ° RETARDER ON TO D5L. TOP PLATE .' WOOD W/ USP SPT24 NAIL 2-STORY WELL -COMPACTED CLEAN PER MANUF. SPECS. 2 STORY WALL ° ]FRAME TO � > � " .: � �� � �� � �� FILL TERMITE TREATMENT WALL SHALL BE BORA-DARE OP SECTION SECTION LOCK WALL �, �'— C3) 05 REBAR CONTINUOUS FCEXTERIORTION AT TWALL 1 SCALE: 3/4"=1'-0" � SCALE: 3/4"=1'-0° ON CHAIRS �>2-A5 FIBERCSLASS SHINGLES PRE-ENGS GsA15LE TRUSS OVEFIBER 0S 0 FELT SHINGLES OVER 030 FELT PAPER OVER N30 FELT PAPER PRE-ENG GABLE TRUSS NOTE: EXTERIOR WALL STUDS PLACE STRAPS SPACED INSTALLED PER FBCR $PF STIFFBACK (SEE SEALD TRUSS INSTALLED PER FBCR AND FASTENED AS SPF STIFDIAGONALAGK (SEE SEALp TRUSS DIAGONAL BRAGS 0 (WALL SHEATHING Not SHOWN wrrH ONE R9052.-( ON J" O.S.5 SHOWN FOR CLARITY) R905.2.� ON ' OSB. ENG. PACK FOR SIZE 4 CONNECTION) ENGS. PACK FOR SIZE 4 CONNECTION) CENTER OF TRUSS ADDITIONAL STRAP At SHEATHINGS OR J" CDX 2x4 SPF BLOGGINGS BETWEEN SHEATHINGS OR }° GDX SPAN OR HIGHEST FAWITH USP MSTEN DS TO STA48 STOCK RAPWTH LL EACH WINDOW KING 9111D PLYWOOD SECURED PLYWOOD SECURED 2x4 5E BLOCKING FIRS Cs B1=tWEEN TRUSSES At FIRST (5) BAYS 4'-0" PER FASTENER TRUSSES AT FIRST C5J BAYS 4'-0' RIDGE. DIAGONAL FASTENERS AS ASPOWKEND INSTALL PER FASTENER OG. (At SHEATHINGS SEAMS) O.G. (AT SHEATHINGS SEAMS) BRAGS TO BE a ANY STRAP � Ea. END cuNo) �r MIN SCHEDULE SCHEDULE II SPACE STRAPS AS FOLLOWS: rINTOSTUD(0.14SDIAXII/2'/ NOTE- SPAN 15 -0 OR _I10 MPH 'CS 32' O.G. LONG) MTL. DRIP EDGE GREATER. REFER TO MTL. DRIP EDGsE DIAGONAL BRACE ® TRUSS ENGS. FOR -ism I`MIPPI•HV 'a'! 48' o.c. PRE- 2 CENTER OF TRUSS SPAN OR 2X4 OR 2X6 FASCIA HIGHEST RIDGE. DIAGONAL PER ELEVATIONS PRE -ENDS W . t S 4° ADDITIONAL -I40 MPH 'c' 4s' o.c. 2X4 OR 2X6 FASCIA o.c. BRAGS to BE a ANY SPAN SECURED W/ (3) 12d O.G. MAX. HORIZONTAL TRUSS TOP OF STUD WALL 15'-0' OR GREATER. REFER PER ELEVATIONS NAILS REINFORCEMENT. E PLAre d SECURE t0 TO TRUSS ENCS. FOR `SEE FASTENER SECURE to 0'-0" TO 30'-0' (1) SECURED W/ (3) 12FILL ALL REMAINING STRAP NAILS TRUSS W/ ADDITIONAL HORIZONTAL SCHEDULE ON SHEET TRUSS W/ X-BRACE HOLES w/ IOd NAILS INTO WOOD BACKING p2 FOR SHEATHINGS (2) 12d 30'-1" TO 60'-0" (3) °� 1/2" CDX OR 1/16' OSB (2) 126 TRUSS REINFORCEMENT• _ TO NOT PLACE SCREW IN FASTENER PATTERN NAILS X-BRACE (1) X-BRACE TOP TOP HOLE NEAREST TO TOP SECURE TO WALL PER NAILS 0-0" t0 30'-C' (1) 1/2' CDX OR 1/16" OSB a CENTER AND (2) MASONRY WALL OF CMU BLOCK WALL FASTENER SCHEDULE X-BRACE SECURE TO WALL PER BRACE DIVIDED o CONNON SHEET D2 30'-1' TO 60'-0' (3) FASTENER SCHEDULE OR �/16" ZIP SHEATHING EQUALY FROM CENTER WtRAPG �cMu BLocK WALL ACE (U X-BRACE ON SHEET D2 t0 END SYSTEM (INSTALLED PER ; a CENTER AND (2) OR'1/16' ZIP SHEATHINGS " _ LONG tAF'GON MASONRY MANUF. SPECS.) BRACE DIVIDED SYSTEM (INSTALLED PER CMU BLOCK WALL SCREWS WEEP SCREED, SEE TCONT. 2x4 SPF RAT RUN SECURED W/ EQUALY FROM CENTER MANUF. SPECS.) (2) 12 2x4 SPF RAT RUN SECURED W/ 2—STORY - 1 5 SHEET D3 a 2X4 W/ 3/s X 5 LAG C2) 12d a a EACH TRUSS DETAIL EE= EACH TRUSS t0 END pE= (2) 12d 8 E= RUS GABLE END 2X6 P.T. SECURE W/ (2) 2x4 a1 S.Y.P. DIAGONAL BRACE W/ a32" O.G. MAX. OR (2) 2x4 "2 S.Y.P. DIAGONAL BRACE W/ 1/2"X9' ANCHOR (3) 12d's a EACH TRUSS DIAGONALT GABLE SIMPS032' O.C. MAX. l3) 12d a a EACH TRUSS 5-TRUSSES DIAGONAL CROSS X—BRACING x-BRAGINCs To COVER 5-TRUssE"s8 EXTERIOR STUD WALL CONNECTION BOLT 32 O.G. MAX. X-•BRACINGs t0 COVER 5-TRUSSES BRACING NAIL CABLE To 2X6 5/s' GYPSUM BOARD OR 1/2" HIGH SCALE: 3/4"=1'-0" 2X STUDEI6 O.C. MAX. STRENGTH NGTHGYPSUM BOARD OR I/2" HIGH 8 „- FIRST FLOOR MASONRY WALL W/ 12d NAILS 6" O.C. STRENGTH CLC. BOARD STRENGTH GLC. BOARD SCALE: 3/4 - I -0 (DM; NTS MAX. A R C H I T E 1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 rq W l W U w 0 F Q. U w A h A otmDIY. ae LOT: CREEKSIDE LOT #121 PIROJECT# 04321.000 sILODEr.9 4EHB "2605-HAYDEN" GARAO'311 8 wn4 : RIGHT PA4IC: SHINGLE MONO. 2—STORY WALL SECTIONS & NOTES ,lh160 MPH EXP. C ARCHITECT: STATE OF FLORIDA /22 /17 4"=1'-0" r" I DBL. TOP PLATE 2X4 16' O.C. MAX SECURE 2X4 W/ 2-1/4k TAPCONS OR DRIVE PIN (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4' WAN 01 EA. END NOT TO EXGEEp 18' 4l�Pi WITH S1 BLOCKING T gHEATHING -12d PER BLK EA END *NOTE: NAIL 51-4EATI41NG TO ALL 2X AS PER EXT. SHEATHINGS NAILING, ad 4" O.C. MAX r=DCx1=S 4 6"-8" O.G. MAX IN THE WV/ 2'k "XJ6 WASHER AND NUT(SPACED EVENLY FROM FLOOR t0 \✓✓ �. `® GARAGE DOOR HDR. IN JOINTS PRIOR TO FILLR;4G;p- r EXTERIOR ARCHWAY WITH WINDOW 1j SCALE: I12'=I'-0' (��CLOSED VALLEY FLASHING DETAIL N.T.S. 1 1/2" CLG. SECURE ST.— PLATE TO SLAB W/ 10d MASONRY NAIL 0 32' O.C. MAX 2X4 DBL. SP4032' OL. I' TOP PLATE TOP 4 BOTTOh I PRE -FA$ T1114U55 1/2' CLG. BOA -2X4 WOOD 1/2' DRYWALL STUDS 016' O.C., U.ON. -2X4 CONT. 2X4 WOOD- STRESS STUDS 016" BLOCKING O.G, U.O.N. MID -WALL I/2'XV — I/2' DRYWALL 37L �' I SEE FOUNDATION SLAB FOR DETAILS SEE FOUNDAI.10 — FOR DETAILS 1—STORY INT. BEARING WALL 8 (NO UPLIFT) SCALE: SP4032' O.G. MSTA-36 32' MAX SP4032' O.G. DBL. TOP PLATE 2X4 16" O.G. MAX, 8ECURE 2X4 TO WOOD Wit-12d 0 6'-8' O.G. STAGGERED SECURE 2X4 W/ 2-Vo' TAPCONS OR DRIVE PN (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4' W/IN 8' EA. END NOT TO EXCEED IS' O.C. MAX 2X4 SOLID 61LOCKING SECURE TO SHEATHING WITH MIN. 2-124 PER BLK EA. END 2 EXTERIOR ARCHWAY SCALE: In°=1'-0' GABLE TRUSS- 2X4 DBL, TOP PL TE PRE-FAB 1/2" CLG. BOA TRUSS e-4--.50 1/2" DRYWALL 2X4 SECURED TO GABLE ENG W/(2r2d 6'-8' O.G. 2X4 SECURED TO GABLE END WK2)12dfEA. UPRIGHT // L-30 0 J// BLOCKIf 2x4 BLOCKING 0 EA. RAFTER L-30 EA. RAFTER H29 EA RAFTER 2x4 RAFTER 0 24' O.G. 2x4 FRAMING (TYP) �1 FRAMED OVERHANG V N T.S. 2X4 TOP PLAT I In" CLG. BOARD MID -WALL SECURE 5T.PLA1 TO SLAB W/ 10d MASONRY NAIL 0 32" O.G. MAX 2X4 PT. PLATE -_ONC.SLAB PRE-FAB TRUSS -FaB TRH CONT. METAL tRACKS,tOP 4 BOTTOM 1/2" DRYWALL 4 may) 2X4 WOOD CHANNEL SHAPPED 4 STUDS 024' STUDS 24' Otgoi/ OZ. LAYER C� u Q o C. SLAB SP4032' O.C. MAX 1—STORY 1—STORY INT. BEARING WALL TYP.INT. WALL (W/ UPLIFT) BRG.) SSCALE 11/2'=1'-0"01(NION— ALE: TRUSS TO WOOD FRAMING SIMPSON MTS-12 -ENG TRUSS PRE-ENG.TRUSS DOUBLE TOP PLATE 2x CONTINOUS STRESS DBL. 2X TOP PLATE �rlr FLOCKING MID WALL 1/16, ObM. a 2x STUDS 0 16' O.G. MAX, OR 1/16' ZIP SHEATHING vN U.O.N.SYSTEM (INSTALLED PER MANUF. SPECS.) $' T 4 G SUBFLooR GLUED 2X BLOCKING 0 AND SCREWED AS PER TOP OF FASTNER SCHEDULE 1/2' COX IST FLOOR STUDS TO 2ND FLOOR STUDS 2k STUDS 16' O.C. MAX m SIMPSON M5TA-36 0 32' 2X BTM. PLATE O.C. MAX 3/4' FLOOR DECKING m PRE- ENGINEERED FLOOR GIRDER PRE-ENG FLOOR TRUSS DOUBLE TOP PLATE PRE- ENGINEERED 2x CONTINOUS STRESS FLOOR TRUSS BLOCKING MID WALL O CONTINUOUS SHEATHING TO BEGIN AT TOP OF BLK 29 2x STUDS 0 16' O.G. MAX, W/ 1/4" GAP FROM BLK TO OhM. U.ON. 1/2' GYP. WL. BD. Q HORIZONTAL 2X S.P.P. STRUCTURAL BLOCKING AT SECURE BT. PLATE TO PERIMETER OF O.S.B. TO PROVIDE CONT. NAIL PATTERN SLAB W/ 1j'x9" ANCHOR Q3 REMAINING AREA TO BE SHEATHED FROM DBL. TOP BOLT W/ 2' WASHER SET IN PLATE TO HORIZONTAL BLOCKING. SIMPSON HIGH STRENGTH EPDXY 7" EMBED. MIN. ® SHEATHING 0 TOP OF WOOD FRAMED WALL TO BE STAGGERED MIN. OF IS' FROM SHEET BELOW SIMPSON SP4 32' O.G. MAX Q INSTALL ALL SHEETS W FACE GRAIN PARALLEL TO STUDS INT. 2—STORY L.B.W. EXT. WALL SHEATHING SCALE:In'4-0' 4 SCALE:1/2"=I'-0' ATTD TO EACH SID 0 12' O.C. CONC. SLAB—\ 1—STORY TYP. INT. WALL METAL STUDS SC NON—BRG. SCALE: 1/2, L SECURE 2x4 ONJ FLAT TO BLK W/ CUT NAILS. SIDES: 2X6 GARAGE DOOR BUCK W/ (5) 0 )5'X8" A -BOLTS 4' EMBEDMENT MIN. 0 W/ 2'X2'XJb WASHER AND NUT SPACED EVENLY FROM FLOOR TO GARAGE DOOR HDR, IN JOINTS PRIOR TO FILLING. 1-2X6 PT BLOCK 0 CENTER OF DOOR HEADER WKI) JVX8' J-BOLTS 4' EMBEDMENT W/ 2"X2'A' WASHER 0 AND NUT. INOTES: I 0 L ALL ANCHORS SHALL BE IN ACCORDANCE TO MANUFACTURER'S INSTALLATION INSTRUCTIONS WHERE SUCH INSTRUCTIONS ARE MORE STRINGENT GARAGE DOOR BUCK ATTACHMENT SCALE:In'=I'-®" CDX PLYWOOD A a 3 a ° PRECAST LINTEL a — q a a T� // Ia TO SECURE TO FRAMIt4 NEED MIN 1 1/2', TH ° I 1 1/2% WINDOW M T o SECURED OCKS SECURE 2x TO BLOCK W/ (2) a a 4° a'x3' TAPCONS OR DRIVE PIN (MIN SHANK SIZE .145) ii� C (MIN EMBED. I )4") a WITHIN 8" OF EACH END AND ° ° 18' O.C. MAX SPACINGS. CMU WALL a oa 4 as W a Ia a 4. as a ARCH WINDOW FRAME TYP. EXTERIOR WINDOW/ 4 DOOR OPENING WD FRAMED SCALE: PRE-ENG TRUSSES W/TRUSS CONNECTOR VERIFY W/ FRAMING PLAN DOUBLE TOP PLATE CRIPPLE STUDS 0 16, O.G. MAX SIMPSON LSTA-12 0 EA. JACK STUD, BOTH SIDES OF OPENING. 2x STUDS 0 16" O.G. MAX W/ SHEATHING. SHEATHING TO BE WITHIN I' OF WINDOW/ DOOR OPENING AND SECURE PER NAILING SCHEDULE KING STUDS (SEE HEADER SPAN CHART FOR DETAILS AND SPECIFICATION) JACKS (SEE HEADER SPAN CHART FOR DETAILS AND SPECIFICATION) JACK STUD ASSEMBLY TO BE SECURED ONE PLY 0 A TIME. USE 12d NAILS, TWO WITHIN 6' FROM EACH END 4 NO MORE THAN 12' O.G. STAGGERED SP4 OR H5 0 TOP AND BOTTOM PLATES 0 EA. FULL LENGTH STUD, BOTH SIDES OF OPENING. SHEATHING TO LAP TO BOTTOM OF PRE-ENG'D TRUSS BELOW_ SHEATHING MUST NOT BREAK 1'-4' MIN. FROM 2ND FLR LINE. PRE-ENG TRUSSES OR CONV. FRAMED RAFTERS 09 I} 0.S OR CDX PLY ATTACHED PER FAS ER SCHEDULE ON SHEET D2 OR 1/16' ZIP 8HEATHING SYSTEM (INSTALLED PER MANUR B1"l 2x4 BLOCKING UNDER WALL STUDS SCURF BETWEEN TRUSS BAYS W/ (3) 12d's EACH END 2x DOUBLE TOP PLATE STUDS 0 16, O.G. MTS-12 0 EVER STUD 2x4 BT. PLATE DORMER ATTACHMENT 15 SCALE:In'=1'-O' 2x RIDGE ONE SIZE LARGER THAN RAFTER SIZE MIN. (3) 12d NAILS OR MIN. (4) 10d GUN NAILS 2x4 COLLAR TIE AT EVERY OTHER RAFTER W/ MIN. (3) 12d NAILS OR MIN. (4) 10d GUN NAILS 2x RAFTERS Ix8 NAILER SECURE TO TRUSSES BELOW W/ (2) 12d NAILS OR (3) 10d GUN NAILS 0 EA. TRUSS' RAFTER TO TRUSS MTS-12 CREATE VOID FOR STRAP PENETRATION - ROOF DECKING OVER PRE-ENG TRUSSES• PRE-EN2. TRUSS. ALTERNATE CONNECTION M5TA-24 RAFTER TO BLK'G BETWEEN TRUSSES - HEADER SIZE PER SPAN CHART. DOOR OPENING TYP. INTERIOR DOOR OPENING WD 1 t Frei �. in_r_m, S REBAR VERT. IN SOLID GROUTED CELL 5/8' THICK 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY GALv. BtEEL TRACK BRACKETS FASTENED TO WOOD JAM® W/ l 1/4'LAG GA-v. BTEEL— SCIlm VERTICAL TRACK BY MAUF. PASTENED TO TRACK BRACKETS W/ 1/4'-20XI/2' CARRIAGE BOLTS AND LOCK NUTS. PRE -ENC-sINEESED TRU5MTS-12 7/16' 05.5. PRE 4 CONV. FRAMED ROOF SCALE: 1/2' = I' -O' PRE-ENG TRUSSES W/ TRUSS CONNECTOR VERIFY W/ FRAMING PLAN DOUBLE TOP PLATE CRIPPLE STUDS 0 16' O.C. MAX SIMPSON LSTA-12 0 EA. JACK STUD, BOTH SIDES OF OPENING. 2x STUDS 0 16' O.G. MAX W/ SHEATHING. SHEATHING TO BE WITHIN J' OF WINDOW/ DOOR OPENING AND SECURE PER NAILING SCHEDULE KING STUDS (SEE HEADER SPAN CHART FOR DETAILS AND SPECIFICATION) JACKS (SEE HEADER SPAN CHART FOR DETAILS AND SPECIFICATION) -JACK STUD ASSEMBLY TO BE SECURED ONE PLY 0 A TIME. USE 12d NAILS, TWO WITHIN 6' FROM EACH END 4 NO MORE THAN 12' O.G. STAGGERED 1/2"x9' AS. MIN. i' EMBEDMENMT S' FROM EACH -END 4 32' O.G. MAX. SP4 OR 145 0 TOP AND 50TTOM PLATES 0 EA. FULL LENGTH STUD, BOTH SIDES -Cr- OPENING. LINE OF SLAB SEALANT 4 BACKER ROD 8' CMU SEE STRUCTURAL FOR REINFORCEMENT 2x6 P.T. WO ATTACHED TO FILL CELL AS PER PRODUCT 81"Y'ROVAL Ill FROM MIAMI-DADS COUNTY WEATHER STRIP MOULDING ALL 13 GARAGE DOOR JAMBS SCALE: I/2"=1'-0' PLATE X4 STUDS 16" /16" OS.B. TEXT. FINISH META-16 CMU WALL KNEE WALL DETAIL @ ENTRY 1 V SCALE: 3/4'=1'-0' • Ills UPLIFT SIMPSOM HTSM20 W/10 10d TO TRUSS AND (4) 1/4' x 2 1/4" TAPCONS TO CONT POURED LINTEL 0 Moo UPLIFT (2) SIMPSOM HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/10 10d TO TRUSS AND (4) 1/4' x 2 1/4" TAPCONS TO CONT -POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TAP CONS Mill a: "1 TRUSS ANCHOR �� RETROFIT N.r.S. CONTROL DATE: 07/01/15J A R C H I T E C T S Design Groua���. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 W h U W 0 F A h A F; Isysary a LOT: CREEKSIDE LOT #121 PiROJECTl 04321.000 MODEIr 4EHB "2605-HAYDEN" G'A %AGE OWING: RIGHT PAGM MISC. DETAILS 160 MPH EXP. C ARCHITECT: STATE OF FLOFWA ` 08 22 rAT�: / /17 6CA: 1/4"=1'-0" I.'C C'o�y Planning & Development Services Department • Building & Regulations Division ................snow Product Review Affidavit Building Permit # Owners Name Applicant 6 -1 Product Opening Design Product Rated Manufacturer Model �# Product Approval Glass Type Method of Attachment Pressure Design Pressure Number Concrete tapcon anchor, 1/4", 6" max o/c spacing in top Swing door (+36) / (-47) (+67) / (-67) Therma-Tru Smooth Star FL5891.2-R5 N/A right and left corners, 14" max. spacing elsewhere horizontally and vertically. 1 1/4" embedment. Type 1: 3/16" or 1/4" ELCO Ultracon anchor 6" max. from corners, 11 3/4" o/c at jamb, 16" @ head. 1 1/4" embedment. Type II: 3/16" or 1/4" ITW concrete tapcon SH Window (+38) J (-48) (+50) / (-50) Ply Gem Ply Gem 1500 FL16103.1-R8 Non Impact anchor. 6" max. from corners, 7 1/4" oft at jamb, 10 1/4" @ head. 1 1/4" embedment. Two additional tapcons midspan and one at lower frame required vertically each side. Install per manufacturers recommended requirements. Type 1: 3/16" or 1/4" ELCO Ultracon anchor 6" max. from corners, 14" o/c at jamb, 10" @ head. 1 1/4" embedment. Type II: 3/16" or 1/4" ITW concrete tapcon anchor. 6" max. SH Window (Integral (+38) / (-48) (+50) / (-55) Ply Gem Ply Gem 1500 FL16100.1-R5 Non Impact from corners, 8 1/2" o/catjarnb, 6" @ head. 1 1/4" Mulled) embedment. Eight additional tapcons top and bottom required horitontally, one midspan vertically each side. Install per manufacturers recommended requirements. Type 1: 3/16" or 1/4" ELCO Ultracon anchor 6" max. from corners, 14" o/c at jamb, 16" @head / sill. 1 1/4" embedment. Type II: 3/16" or 1/4" ITW concrete tapcon Picture Window ( +38 ) / ( -48 ) ( +55 ) / ( -55 ) Ply Gem Ply Gem 1500 FL16104.2-R3 Non Impact anchor. 6" max. from corners, 8 1/2" o/c at jamb, 10 1/2" @ head / sill. 1 1/4" embedment, five additional tapcons top and bottom required horitontally,two midspan vertically each side. Install per manufacturers recommended requirements. 1/4" concrete tapcon anchor, 2 1f2" minimum edge Sliding Glass Door (+33) / (-41) (+25) / (-50) Ply Gem Builders Series FL14634.1-R2 Non Impact distance. 6" max o/c from corners and 20 3/4" max o/c 4780 elsewhere top, vertically and bottom. 2 1/2" min embedment. 1/4" concrete tapcon anchor. 6" max o/c for corners. Vertical o/c 14" max. Top and bottom get a tapcon in center of opening. 1 1/4" embedment. Opaque slab with or Single door with sidelite. 1J4" concrete tapcon anchor. 3" without impact (+36) / (-47) (+50) / (-50) Therma-Tru Smooth Star FL15037.1-R2 N/A max o/c for corners as well as each side of sidelite. sidelights (1 or 2) Tapcon needed at top and bottom middle of opening for door panel and sidelite. 14" vertical max o/c elsewhere. 1 1/4" embedment. 1/4" concrete tapcon anchor. 6" max o/c for corners. Tapcon required 3" each side of center of opening top and Opaque double door (+36) / (-47) (+50) / (-50) Therma-Tru Smooth Star FL15225.5-R3 N/A bottom. Top and bottom centerline of each door slab get without sidelights tapcon. Rest of vertical o/c spacing is 14" max. 1 1/4" embedment. 1/4" concrete tapcon anchor. 6" max o/c for corners. Tapcon required 3" each side of center of opening top and Opaque single door (+36) / (-47) (+47) / (-47) Therma-Tru Smooth Star FL14985.1-R2 N/A bottom. Top and bottom centerline of each door slab get with transom tapcon. Rest of vertical o/c spacing is 14" max. 1 1/4" embedment. Double Garage Door (+29) f (-35) (+46) / (-42) Clopay 16.2x7 73 W6 FL16546.6 N/A 3/8" x 2-3/4" Hilti sleeve anchors 6" from ends 22" 0/C Use galvanized (zinc coated) roofing nails, 11 or 12 gauge, with at least 3J8" dia. heads, long enough to penetrate through plywood or 3/4"into boards. Use 4 nails per Roof IKO Cambridge FL7006.1-R9 shingle placed 6-1/8" above the butt edge, approx. 1" and 13" from each end and 1/2" above each cutout. Drive nails straight so that nail head is flush with, but not cutting into shingle surface. Miami -Dade approved corrosion resistant tin -caps and 12 gauge 1'/<"annular ring -shank nails, Underlayment Interwrap Rhino U10J20 FL17801 spaced 6" o.c. at all laps and three staggered rows fastened 12" o.c. in the field of the roll Soffit +31.6, -38.8 (+50) / (-50) ALSIDE T2 FL15282.1 1/4" x 20 stainless steel or ELCO Panelmate with minimum Hurricane Panels (+47) / (-53) Hurricane Storm embedment @ 1 3/4" in concrete /masonry, 2 1/2" min. Less than 6' span panel MFG. 24 GAGE FL16293-RI edge distance, 12" o/c max, spacing. Can be headed screw or all thread but with wing nuts. 1/4" x 20 stainless steel or ELCO Panelmate with minimum Hurricane Panels 6' (+45) / (-50) Hurricane Storm 24 GAGE FL16293-R1 embedment @ 1 3/4" in concrete /masonry, 2 1/2" min. span or more panel MFG. edge distance, 12" o/c max. spacing. Can be headed screw orall thread but with wing nuts. Zip System Huber Wall Sheathing 17147-R1 Install per manufacturers recommended requirements. Sheathing ARCHITECT S Des.�n Group-inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774607$ FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 W h W v w 0 F 4 U W A F A F; ti 19VHDiV. as LO'T: CREEKSIDE LOT #121 PMOd=T# 04321.000 MODELi 4EHB "2605-HAYDEN" anRwGas eW12M: RIGHT PAGE: PRODUCT APPROVALS 160 MPH EXP. C ARCHITECT STATE OF FLORIDA VON 08/22/17 6 -1 Product Opening Design Product Rated Manufacturer Model �# Product Approval Glass Type Method of Attachment Pressure Design Pressure Number Concrete tapcon anchor, 1/4", 6" max o/c spacing in top Swing door (+36) / (-47) (+67) / (-67) Therma-Tru Smooth Star FL5891.2-R5 N/A right and left corners, 14" max. spacing elsewhere horizontally and vertically. 1 1/4" embedment. Type 1: 3/16" or 1/4" ELCO Ultracon anchor 6" max. from corners, 11 3/4" o/c at jamb, 16" @ head. 1 1/4" embedment. Type II: 3/16" or 1/4" ITW concrete tapcon SH Window (+38) J (-48) (+50) / (-50) Ply Gem Ply Gem 1500 FL16103.1-R8 Non Impact anchor. 6" max. from corners, 7 1/4" oft at jamb, 10 1/4" @ head. 1 1/4" embedment. Two additional tapcons midspan and one at lower frame required vertically each side. Install per manufacturers recommended requirements. Type 1: 3/16" or 1/4" ELCO Ultracon anchor 6" max. from corners, 14" o/c at jamb, 10" @ head. 1 1/4" embedment. Type II: 3/16" or 1/4" ITW concrete tapcon anchor. 6" max. SH Window (Integral (+38) / (-48) (+50) / (-55) Ply Gem Ply Gem 1500 FL16100.1-R5 Non Impact from corners, 8 1/2" o/catjarnb, 6" @ head. 1 1/4" Mulled) embedment. Eight additional tapcons top and bottom required horitontally, one midspan vertically each side. Install per manufacturers recommended requirements. Type 1: 3/16" or 1/4" ELCO Ultracon anchor 6" max. from corners, 14" o/c at jamb, 16" @head / sill. 1 1/4" embedment. Type II: 3/16" or 1/4" ITW concrete tapcon Picture Window ( +38 ) / ( -48 ) ( +55 ) / ( -55 ) Ply Gem Ply Gem 1500 FL16104.2-R3 Non Impact anchor. 6" max. from corners, 8 1/2" o/c at jamb, 10 1/2" @ head / sill. 1 1/4" embedment, five additional tapcons top and bottom required horitontally,two midspan vertically each side. Install per manufacturers recommended requirements. 1/4" concrete tapcon anchor, 2 1f2" minimum edge Sliding Glass Door (+33) / (-41) (+25) / (-50) Ply Gem Builders Series FL14634.1-R2 Non Impact distance. 6" max o/c from corners and 20 3/4" max o/c 4780 elsewhere top, vertically and bottom. 2 1/2" min embedment. 1/4" concrete tapcon anchor. 6" max o/c for corners. Vertical o/c 14" max. Top and bottom get a tapcon in center of opening. 1 1/4" embedment. Opaque slab with or Single door with sidelite. 1J4" concrete tapcon anchor. 3" without impact (+36) / (-47) (+50) / (-50) Therma-Tru Smooth Star FL15037.1-R2 N/A max o/c for corners as well as each side of sidelite. sidelights (1 or 2) Tapcon needed at top and bottom middle of opening for door panel and sidelite. 14" vertical max o/c elsewhere. 1 1/4" embedment. 1/4" concrete tapcon anchor. 6" max o/c for corners. Tapcon required 3" each side of center of opening top and Opaque double door (+36) / (-47) (+50) / (-50) Therma-Tru Smooth Star FL15225.5-R3 N/A bottom. Top and bottom centerline of each door slab get without sidelights tapcon. Rest of vertical o/c spacing is 14" max. 1 1/4" embedment. 1/4" concrete tapcon anchor. 6" max o/c for corners. Tapcon required 3" each side of center of opening top and Opaque single door (+36) / (-47) (+47) / (-47) Therma-Tru Smooth Star FL14985.1-R2 N/A bottom. Top and bottom centerline of each door slab get with transom tapcon. Rest of vertical o/c spacing is 14" max. 1 1/4" embedment. Double Garage Door (+29) f (-35) (+46) / (-42) Clopay 16.2x7 73 W6 FL16546.6 N/A 3/8" x 2-3/4" Hilti sleeve anchors 6" from ends 22" 0/C Use galvanized (zinc coated) roofing nails, 11 or 12 gauge, with at least 3J8" dia. heads, long enough to penetrate through plywood or 3/4"into boards. Use 4 nails per Roof IKO Cambridge FL7006.1-R9 shingle placed 6-1/8" above the butt edge, approx. 1" and 13" from each end and 1/2" above each cutout. Drive nails straight so that nail head is flush with, but not cutting into shingle surface. Miami -Dade approved corrosion resistant tin -caps and 12 gauge 1'/<"annular ring -shank nails, Underlayment Interwrap Rhino U10J20 FL17801 spaced 6" o.c. at all laps and three staggered rows fastened 12" o.c. in the field of the roll Soffit +31.6, -38.8 (+50) / (-50) ALSIDE T2 FL15282.1 1/4" x 20 stainless steel or ELCO Panelmate with minimum Hurricane Panels (+47) / (-53) Hurricane Storm embedment @ 1 3/4" in concrete /masonry, 2 1/2" min. Less than 6' span panel MFG. 24 GAGE FL16293-RI edge distance, 12" o/c max, spacing. Can be headed screw or all thread but with wing nuts. 1/4" x 20 stainless steel or ELCO Panelmate with minimum Hurricane Panels 6' (+45) / (-50) Hurricane Storm 24 GAGE FL16293-R1 embedment @ 1 3/4" in concrete /masonry, 2 1/2" min. span or more panel MFG. edge distance, 12" o/c max. spacing. Can be headed screw orall thread but with wing nuts. Zip System Huber Wall Sheathing 17147-R1 Install per manufacturers recommended requirements. Sheathing ARCHITECT S Des.�n Group-inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774607$ FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 W h W v w 0 F 4 U W A F A F; ti 19VHDiV. as LO'T: CREEKSIDE LOT #121 PMOd=T# 04321.000 MODELi 4EHB "2605-HAYDEN" anRwGas eW12M: RIGHT PAGE: PRODUCT APPROVALS 160 MPH EXP. C ARCHITECT STATE OF FLORIDA VON 08/22/17 ARCHITECT S Des.�n Group-inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774607$ FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 W h W v w 0 F 4 U W A F A F; ti 19VHDiV. as LO'T: CREEKSIDE LOT #121 PMOd=T# 04321.000 MODELi 4EHB "2605-HAYDEN" anRwGas eW12M: RIGHT PAGE: PRODUCT APPROVALS 160 MPH EXP. C ARCHITECT STATE OF FLORIDA VON 08/22/17 19VHDiV. as LO'T: CREEKSIDE LOT #121 PMOd=T# 04321.000 MODELi 4EHB "2605-HAYDEN" anRwGas eW12M: RIGHT PAGE: PRODUCT APPROVALS 160 MPH EXP. C ARCHITECT STATE OF FLORIDA VON 08/22/17 NOTE: ATE NOTE: IF ZIP SHEATHING SYSTEM IS APPROVED BUILDING WRAP IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE SHALL BE LAPPED A MINIMUM OF INSTALLED, PLEASE SEE 4'x4' SELF -ADHERING MEMBRANE 6' a VERTICAL LAPS (ROLL FLASHING (COMPATIBLE W/ HOUSE MANUFACTURERS ENDS) t 6' • HORIZONTAL LAPS. MANUFACTURERS WRAP MATERIAL) OVER INSTALLATION PROCEDURES ALL SEAMS NEED TO BE TAPED LATH VERTICAL LAP TO BE I" INSTALLATION PROCEDURES APPROVED HOUSE WRAP. WITH FORTIBER SHEATHING TAPE FLASHING TO EXTEND TO PIPE / \ I' OR LESS PIPE 6'x6' SELF -ADHERING MEMBRANE PREFORMED CONTROL JOINT i — �' T IIGK 3 GOAT CEMENT PENETRATION FLASHING (COMPATIBLE W/ HOUSE / \ PLASTER WRAP MATERIAL) OVER 4 x4 SELF AD HER ING MEMBRANE FLANGE OF CONTROL JOINTS T / \ FLASHING OVER APPROVED BE WIRED TIED TO LATH • S" WRB LAYER 02, FORTINBER HOUSE WRAP. O.G. MAX (VERT.). NOTE: DO BUILDING PAPER / i• MiN. LAP ® METAL LATH \ FLASHING TO EXTEND ONTO PIPE NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ APPROVED METAL LATH V LEG MAY BE USED TO TEMP. FASTENED 07' (VERT.) O.G. MAX X X X I SECURE CONTROL JOINT AT SUPPORTS X X X — \ DURING INSTALLATION CUT AND OVERLAP ONE SIDE OF WRB LAYER M, METAL LATH SELF -ADHERING MEMBRANE / GUT AND OVERLAP ONE SIDE OF FLASHING CUT AND OVERLAP MEMBRANE FAsiENERs 70 BE SPACED STUCCO P STEP �I STEP '� FLASHINGx m �° O.C. MAX vERrICALLY I OORR't/*' Z POD ASHEATHING i WRB LAYER 01, �' THICK, 3 COAT CEMENT WRB LAYER "L a STEM INSTALLED PER /� STUCCO WRAP PLASTER STUCCO WRAP MAN 6.F 8 GS.) METAL LATH 6' MIN FAFER LAP 6ELOW ONLY / WRB LAYER 2, FORTIFIBER WRB LAYER 02, FORTIFIBER WRB IBE LAYER •2, rowt R BUILDING PAPER BUILDING PAPER pjj� I�CsA(pHAPER \ WRAP 6'xb CO ' SELF -ADHERING MEMBRANE FLASHING OVER 4'x4' SELF -ADHERING MEMBRANE INSTALL FASTENERS (CLIPS, FLASHING OVER APPROVED GAP MIN. WOOD SHEATHING STRAPS, 5TAPLES) AS HOUSE WRAP. LATH SHALL NOT �. BE CONTINUOUS 6 O e. 6 N e' SYSTEM (INSTALLED PER PIPE/ R 70 SECURE OR ZIP SHEATHING FLASHING TO EXTEND ONTO PIPE THROUGH CONTROL M UF. SPECS.) PIPE/ WIRE TO FRAMING 4"x4" SELF -ADHERING MEMBRANE JOINTS BUT SHALL FLASHING OVER APPROVED Mai D AND HOUSE WRAP. TIEP AT EACH SIDE. PROVIDE 2X4 BLOCKING I° MIN LATH FLASHING TO EXTEND ONTO PIPE PER ASTM GI063 LAP, a" OVER 'i.10.1.4 PLACED FLAT MAX. 6' TO 8" ALL LAF FROM CONTROL JOINT WHEN NOTE: \ / CONTROL JOINT FALLS ON 2 APER LAP' CONT. BEAD of SEALANT \ / STRUCTURAL STUD SCALE: 1 1/2'=P-0" INSTALL APPROVED HOUSEWRAP AIR 1. FASTENERS FOR LATH TO BE NAILS OR INFILTRATION BARRIER OVER STAPLES IN COMPLIANCE W/ ASTM CI063 2. WIRE TIES TO BE (NO. 18) 0.0415' WIRE / SHEATHING 3. BLOCKING 5HOWN MAY BE IN ADDITIO�y \ TO WALL STUDS REQUIRED PER PLAN ELASTOMERIC COATING OVER STUCCO/ G.V. FINISH (SEE TYP WALL SECTION) �r. ,...: . a f n.� __ .. . �xv VERTICAL LATH & PAPER DETAIL r. WOOD STUDS " / SECTION PER FBC R703.6.1 ,. Exterior lathing and plastering NOTE" SHEATHING Exterior use of Portland cement plaster SIDE LAPS OF METAL OR 1/16' ZIP SIHEATHING SYSTEM shall comply with the application PLASTER BASES SHALL (INSTALLED PER MANUPE F. SCS.) ;... _ requirements of ASTM C 926-12A. BE SECURED TO BUILDING 2 NOTE: Ti 6 MIN. Installation of exterior lathing and framing O"M" TYPE CONTROL JOINT THEY 5BEE�D PAPER AF IF ZIP SHEATHING SYSTEM IS 1 ,, shall comply with ASTM C 1063-12A. BETWEEN SUPPORTS INSTALLED, PLEASE SEE MANUFACTURERS WITH 084?5-IN. (I�I-MM) STUCCO °� 3" LAP � PA�tz WIRE AT INTERVALS NOT INSTALLATION PROCEDURES MORE THAN 9' (22941M). / AS PER A5TM C1063 h I. FOLD NWARD � PT. A 2 L FOLD MIW+RD � PT. A 7.8.1. ® Y.CREASE .pr.B ® �KICKOUT NOTE f N f ®N [DETAIL FOLD FOR REPAIR OF TEARS IN WRB LAYERS, TEARS HORIZONTAL LATH DETAIL MAY BE PATCHED & PAPER DETAIL PER M E WRAP TAPE I PER ANLLF. 5PEG. OR FOLD PEEL 6 STICK 'C ® 1/Ih" ZIP SI-IEATHINCx SYSTEM ( INSTALLED PER MANUF. SPECS.) OR -WOOD 5HEATHING O LFOLD INWNQp• O I. FOLD INWARD . PT. A — WRB LAYER I, PT. A s. c�ASE • PT. B � , # '" CREASE ' ° s. CREASE • Pr. c STUCCO WRAP 4. FOLD PI'. G OVER Pr. B TILL PT. C TOLCHES 50TTCM FLANGE THICK, 3 COAT CEMENT Q PLASTER a,lie' METAL LATH LEGEND 9 LAP WRB 4 TAPE OVER ® ®FOLD ® D1R>�INACTFLANS (UJ1R5 W4TER TIGHT ROOF/WALL SCREED L,� 1R #1, STUCCO UJFRAf=) • „BofTGr1 FLANGE NOTE: -FOLD. DO SQj IF ZIP SHEATHING SYSTEM IS z 5"X5" "L" TYPE CONTINUOUS ��� �,�'� #2 «Ofi2TIf E3R INSTALLED, PLEASE SEE CxALV. METAL FLASHING MANUFACTURERS Z B INSTALLATION PROCEDURES TRITER 3 GOAT GET,ENT (NAIL TO ROOF DEUILDINGs t�AFEfR) P CK, NOT �✓ I� PLASTER WALL SHEATHING) WR® LAYER n, FORTIFIBER BUILDING PAPER CAP SHINGLE - DO NOT NAIL, 1"1 T, L LATH %< X X X • WRB LAYERR m, / INSTALL WITH ROOF CEMENT STUCCO WRAP LAP LAYERS OP BULL.DING OvERNAILINGFLAW-E,STOP W MEAMX I V ABOvE '\ wwaLLscRD �' ROOF CEMENT s>muoLLPASHtt�s s SHINGLE ROOFING LUCOD SHEATI�1NC� / 777L/ � OR rt/I110" ZIP 5HEA74NG SYSTEI I w� KICK-WTM_A 4M(e� '� (INSTALLED PER MANUr—. SPECS.) DETAIL e SELF: -ADHESIV FLASHING — — — NOTE: IF ZIP SHEATHING SYSTEM IS NOTE INSTALLED, PLEASE SEE MANUFACTURERS 1IETAL LATH: LATH TO 5E F-IEF� 1-5C �y� FELT WlDEvRLAYMENT {:`; - NSTALL KIGKOUT WATER TIGHT SEAL (BEND ORINSTALLATION PROCEDURES l• SOLDER Do NOT CLL71 SHINGLE ROOFING (y'to FLA&4M AT BOTTOM OF ROOF 4 WALL NTEI+�BEGTIONS I) F SQ. ,I'>�i�D ( UT I L I T� OiR NOl I INAL DRIP EDGE: OYEII�I-AP 9' EXTEND 1/2' BELOW SHEATHNG, MECHANICALLY FASCIA WR+Y' �I�-I 1 C ,I� [/'y� LATH DOES NOT 1'� E E T S P E C I P I C A T I ON S) F.4BTET1 4' O,G. MAX !) L" JL L A ICJ � I N t..X A R C H I T E C T S 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.a bdesigngrou p.com AA #: 0003325 W W U W 0 U W q F A ti Kid BtmDrv. all LOT: CREEKSIDE LOT #121 PROJECT# 04321.000 MODEL: 4EHB "2605-HAYDEN" GARAGE 8'WD9G: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA 08 /22 /17 9¢ *LE: 1/4"=1'-0" 1 A�Ije CIO NOTE: IF ZIP SHEATHING SYSTEM 15 MEM1INSTALL 6' FLASHISELF-ANG IN5TALLED, PLEASE SEE TOP, DE(ANE FLASHNCs OVER STUCCO MANUFACTURERS FLANGES EOF)NODMOVABLE 1=1N151-I INSTALLATION PROCEDURES FRAME OF THE EXHAUST. 6' SELF AD WOOD CONSTRUCTION SEQUENCE OF FLASHING: TO BE: OVER TO SI S 1/I6" ZIP SHEATHING: SYSTEM 7/16' ZIP SHEATHINGS SYSTEM I. BOTTOM. 2. SIDES. 3. TOP7(INSTALLED PER MANUF. SPEC5.) OR (INSTALLED PER MANUF. SPECS) OR X: VENT CAP IS TO BE SET IN BED BE WOOD SHEATHING WOOD SHEATHINGS OF SEALANT AT- TOP AND • STUCCO WRAP ( ' � SIDES ONLY. SEALANT 15 TO BE HI WRB LATER *I, WRB LAYER I, TOOLED SO AS TO DEFLECT STUCCO WRAP i WATER AWAY FROM JOINTS. WRB LAYER 02, FORTIFIBER ' ' BUILDINGS PAPER MANI II=. E-Z BEAD ALL AROUND DR'l ; VENT -APPLY SEALANT ALL VENT CAP (SET IN METAL LATH JOINTS AND INTERSECTIONS CONT. SEALANT) 1 WRB LAYER *2,WOOORT11=1BRp TEXTURED ' APPLY SEALANT AT PERIMETER OF BUILDING PAPER cortsrRucTION�FlHlsl� * Woop BACKER ROD NON -MOVABLE FRAME AND STUCCO FASTEN To WOOD STRUCTURAL ON ALL SIDES, Y4" CAULKING: tv JOINT SEALANT m ;. ALL AROUND MEMEtER ® t' O G. MAX TOP E SIDES" THICK, 3 COAT CEMENT a' crlu `PLASTER Ye' 'I'l MID -WALL PER FBC R703.6.1 ;' ` WEEP SCREED Exterior lathing and plastering BACKER ROD Exterior use of portland cement plaster L shall comply with the application D RYE R VENT B LO C K� Ya° To Ya I`TID-WALL ' X X X: requirements of ASTM 6 WEEP SCREED C 926-12A. o I 6" WIDE STRIP SELF Installation of exterior lathing and framing ADHESIVE FLASHING:, GLEAN shall comply with ASTM C 1063-12A. „ MASONRY 15EFORE APPLYING 6 SELF-ADHESIVE WRB LAYER *I, ; FLASHINCxPINISIDMASONRY STUCCO WRAP HOODED VENT BUILDING PAPER X: OVER 'QUICK WOOD FRAMED p" THICK, 3 COAT CEMENT FLASH" f — — — WALL 75 HORIZONTAL WEEP SCREED X; METAL LATH _ HORIZONTAL WEEP SCREED (FRAME TO BLOCK PIPE THROUGH WR$ LAYER it FORTIFIBER WALL /„ ( FRAME TO FRAME NOTE: BUILDINGS PAPERNOTE: wooD SHEATHING /, INSTALLED, IPLEASE SEE IS IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS MANUFACTURERS DRYER VENT (FRAME) 6" :ELF ADHESIVE INSTALLATION PROCEDURES INSTALLATION PROCEDURES FLASHING (INSTALL PER MANUF. SPECS.) g OR 1/ ZIP SI-4EATHING SYSTEM ll (INSTALLED PER MANP. SPECS.) BUILDING PAPER WOOD SHEATHING UNDER "QUICK FLA5H" WRIll LAYER *1, B LAYER NOTE- GUT OPENING IN STUCCO WRAP Stucco WRAP IF ZIP SHEATHING SYSTEM 15 APPROVED HOUSEul WRB LAYER 02, FORTIFOER INSTALLED, PLEASE SEE BUILDING PAPER MANUFACTURERS FOR BOX INSTALLATION WOOD INSTALLATION PROCEDURES CONSTUGTION GUT "X" INTO t VENT PENETRATION WRB LAYER *1, SELF -ADHERING lXti METAL H A STUCCO WRAP MEMBRANE FLASHING SCALE: N.T.S. e' crlu v L ASI APPLY SELF -ADHERING: 6 I AND MEMBRANE FLASHING I WOOD SHEATHING: OVER BOX AND OVER AMID -WALL APPROVED WRB LAYER "I STEF #1 STEM #2 6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING: APPROVED Z FLASHING HOU5EB�PELoWWRB LAYER *1, ELEC. METER FIELD I STUCCO WRAP ki I :TONE VENEER vERll=` LOCATION ELEC. METER FIELD SE LF-ADHERINGS OVER SCRATCH GOAT YER11=T' LOCATION CUT SUCH THAT � APPLY 60 MIN NO MEMBRANE GRADE " )" FELT MEMBRANE FLASHING ENTERS BOX, OVER APPLY STUCCO SCRATCH COAT APPLY TO FACE SELF -ADHERING 7C O HORIZONTAL WEEP SCREED AND ONE (1) LAYER OF PAINT EDGE FLASHING OVER APROVED W STONE VENEER PRIOR TO INSTALLING ELEC. HOUSEWRAP Lj / METER WRB LAYER *2, FORTIFIBER CAVFRAME TO BLOCK? � T'r TO 5E FILLED-t� BUILDING PAPER W(HIRIGID POLYMERIC 5Tf= #4 LEGEND- � �+l� 1I�V\T I50CYANOTE-POLYBLEND FOAM ("GREAT STUFF" OR SIMILAR) �,---��- CI ACt/1MCOl/` DRAINAGE PLANE (LURE APPLY A SILICON BASE SEALANT AT POINT LATER #I, STUCCO WRAP) THAT ELEC. WIRE PENETRATES APPLY E-Z BEAD I.URB LAYER #'2 (FORTIFIBEIR — — — — — e MIN OVER o "D ING APER) BUILDP AREA TO RECEIVE VIDE ELANT STUCCO SCRATCH COAT SEALANT SAT ALL METAL LATH x—x—x—x 4 1 COAT OF PAINT W/BACK- JoINTS AND ROLL PRIOR TO INTERSECTIONS STUCCO" ELEC. METER INSTALLATION PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. .p•p. p+p p •O+O+O p .O O. O• .O O O. O• •O +O O• O. +p +o o+ o+ +o •O O+ O •O.O.p O •O+O+O+O WOOD SHEATHING METER CAN OR METER CAN OR 1716' ZIP SHEATHING SYSTEM COMBO OR METER CAN AND SEL(INSTALLED ' A�I�EsIVE FLASHINCx"' — — DISCONNECT 5T f E5 5T f Illro NOTE- ELECTRICAL RECEPTACLE r-1ETAL LATH: LATH TO BE PER FBG ELECTRICAL CONDUIT Ri03.6.1 / AST1" 1 C-841-09, M1N. 2.5 LBs. 8 PENETRATION PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPEGIFICATIONS) 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, W cn v 0 a w A F A IsvBD=v � soT: CREEKSIDE LOT #121 P1ROJECT# 04321.000 MODS 4EHB "2605—HAYDEN" 4AItAGE OWING: RIGHT PAGID WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA 08 /22 /17 BC*T.M: 1/4"=1'-0" 1 wilrows; CO .Y EXT. WOOD FRAMED COLUMN SHEATHINGS WOOD SHEATHING: WALL 7 WEATHER WRB LAYER *I, STUCCO WRAP SUS -FLOOR DECKING/ BARRIER 01 RESISTIVE WOOD WRB LAYER "2, FORTIFIBER TP EDGE V BAj�SISTIVE CONSTRUCTION BUILDINGS PAPER PRE-ENGs'D TRUSS FINISH LAYER l2 LAYER MEAL DRIP PEEL 4 STICK) _ " THICK, 3 COA EMENt SET IN FULL BED OF _ �a' HAT CHANNEL i WEATHER RESISTIVE 6" PEEL 4 SEALANT,Y� MIN. W/S/S" TYPE 'X' DRYWALL PLASTER BARRIER "I SPACE FROM DRIP / PEEL 4 STICK 6 SAP. P SCREED WEATHER RESISTIVE STICK a DRIP / I Xz x3 L FLASHING t0 S T INCS H WEEP SCREED BARRIER "2 EDGE Tp FACE TO tREX /~ SI N ' THICK, 3 COAT CEMENT) V RIES f ......................` I N ROOF C'e: FULLY EMENT WOOD SHEATHING PLASTER •• I X 3' 26 GA. GSALV. S i Ya" GAP FOR BACKER METAL DRIP EDGE METAL LATH Ya" GAP FOR BACKER SEALANT, L MIN. WRB LAYER "I, ; `. \ I V><I 3/4" P.t. OR SIMULATED ROE) < SEALANT SET IN FULL BED OF STUCCO WRAP ' ` WOOD SHEATHING -- WOOD (TREX) FILLER, �� ROD < SEALANT SPACE FROM DRIP VINYL CASINGS BEAD THICK, 3 GOAT CEMENT f �` CONTINUOUS t` i FACE TO TREX WEATHER RESISTIVE PLASTER r 6" SELF-ADHEREING WATER PROOFING Ist \ WEA R SISTIVE VINYL CASINGS BEAD BARRIER "I AM66-WFWC-780 GUSTO I I t� FLASHING: WRAPPED LAYER (2 LAYER PEEL < R M TOP OF WEEP SCREED EXTERIOR GRADE x' W RESISTIVE TO SHEATHINGS BELOW STICK) WRAPPED FROM �- _ DRY WALL ATHE SISTIVE �AYERPROOFING ER PEEL ' XT RIE COLUMN BALCONY DECK TO 02 WRB LAYER 01, THICK 3 GOAT CEMENT CANTILEVER "''�Po"°'^ 4 STICK) nuaa�m� SHEATHING: x:` \ STUCCO WRAP 4" POSITIVE DRAIN PLASTER 6" PEEL 4 STICK a 1 t WEEP SCREED VINYL CORNER BEAD E MEMBRANE, i �ti u i DRIP EDGE TO DECK END OVER DRIP \FE EL 4 5tIC SA.F. WRB LAYER "2, FORTIFIBER NO GSAP IN FELD VINYL CASING: BEAD 5UB FLOOR 1 EDGE I PAPER Nz"x3' V' FLASHING „ ' FULLY EMBEDDEp IN (SHOWN FOR CLARIFICATION OF ®® 3 X 3 26 GSA. GxALV. SUB FLOOR - -- ----- ----- i SEPARATE ACCESSORIES ONLY) ROOF CEMENT METAL DRIP EDGE 6" SELF-ADHEREINGS I XI s/a T. R SI ACED SPACE FROM DRIP ............... •... ............. 1 � X 3 26 GSA. GSALV. WRB LAYER "I, FL %SHINGs WRAPPED METAL DRIP EDGsE ` o CORNER OF CANTILEVER Wo ( REX) ILL R, FAGS t0 tIZEX SET IN FULL BED OF STUCCO WRAP rr ON N S XI T. OR SIMULATED SEALANT,' MIN. 4' POSITIVE DRAIN AMICO AM66-Ur-780 `. II , WEEP SCREED FOR BACKER 1 VINYL CASING: BEAD ODNu i�XJ FILLER, CUSTOM CASINGS BEAD P 4 SEALANT WATER PROOFING let SPACE FROM DRIP /FACE TO TREX _ _ F( SH LAYER l2 LAYER LAYER (2 LAYER PEEL < ypP7AGIGFOR ER ROD. t VINYL CASING: BEAD -_ PEEL 4 STICK) STICK) WRAPPED FROM WATER PROOFING: let NO GAP IN FIELD CANT 1 ]LE ATE R DRIP 3/4 SMMSILIIIV L BALCONY DECK t0 MODIFIED 90 LAYER l2 LAYER PEEL < CANTILEVER 3/4 RESILIENT STICK) WRAPPED FROM (SHOWN FOR CLARIFICATION OF NOTE- 1 0 '��II VINYL CASING: BEAD �" THICK, 3 COAT CEMENT HAT CHANNEL BALCONY DECK TO SEPARATE ACCESSORIES ONLY) IF ZIP SHEATHING SYSTEM IS EDGE PLASTER VINYL CASINGS BEAD CANTILEVER CASING BEAD INSTALLED, PLEASE��'EE METAL LATH DTL. Cal CANT. =Ap�Rs to „' THICK., 3 GOAT CEMENT MANUFACTURERS �1 5/8' TYPE °X" DRYWALL PLASTER 10 A INSTALLATION PROCEDURES D W/TEXTURED 4 PAINTED 5/8 TYPE X DRYWALL METAL LATH SCALE: I I/2'=1'-0" FINISH BARRIER "1 W/TEXTUR=D 4 PAINTED WEATHER RESISTIVE FINISH— WOOD SHEATHING: " THICK, 3 GOAT CEMENT [5ARRIER "2 PLASTER 4" POSITIVE DRAIN" THICK, 3 COAT CEMENT 4' POSITIVE DRAIN NOTE: DRAINAGE FLANE NAB WEEP 5CREED WEEP 5GREED VINYL CORNER BEAD PLASTER NO GAP IN FIELD t y- t LA"`'ER #1, STU000 UAAF') VINYL CASING: IBEAD NO GAP IN FIELD VINYL CORNER BEAD (SHOWN FOR CLARIFICATION OF 1�E AL LA �: LAT� Q 5E FED IR f=5c (SHOWN FOR CLARIFICATION OF VINYL CASING: BEAD SEPARATE ACCESSORIES ONLY C - 84� = 0g, 1� 1 2.5 L 5S. u%R5 LA"'rE R #2 (FORT F 1 BE R — — — — — SEPARATE ACCESSORIES ONLY) E'ER 5Q. �',�RD CI�T f L f T OR NOl"11N,GIL BUILDING PAVER) BALCONY DRIP BALCONY DRIP LA�`� DOES NOT 1„1EET SPEGf1=fGATIONS) >�ET,a,L LATE x x x x 11A EDGE INSTALLATION 11C EDGE INSTALLATION � COLUMN (W/" L" FLASHING) SCALE: NT5 NOTE: WOOD TION STUCCU WOOD SHEATHING NOTE: IF ZIP SHEA7 INGS 5Y IS oR *ne' 9P "ATI-NG SYSTEM INSTALL=p, P EA9E (INSTALLED PERMA\W.SPECSJ IF zIP SHEATHING, SYSTEM 15 INSTALLED, PLEASE SEE IfNS�ALLATu PROLE RES t UFCTRERS R IstIVE UJOOD 5I-IEAT�INGt 2x FRAMING MEMSER WRB LAYER 01, MANUFACTURERS STUCCO WRAP X.' INSTALLATION PROCEDURES 3/4 RESILIENT HER #s1st1VE WOOD SI—IE14TI-41NCs HAT CHANNEL BARRIER "2 $" THICK, 3 COAT CEMENT VINYL CASING: BEAD 5ELI==ADlk4E5IVE I=LA5�4ING — — — — — PLASTER WRB LAYER 02, I=ORTIFIBER THICK, 3 COAT CEMENT BUILDING PAPER PLASTER CORNER BEAD ' F,45TENED TO SHEATHING 5/8" TYPE 'X" ALL METAL LATH ' R „ METAL LATH ( STUCCO WRAP W/1'EXTU PAI WOOD 5HEATH(NGs -i O.G. MAX. FIN( oR ne' zlP euean urw eYe*Er �c '"" PE P114 .SPECS.) I `�' �' THICK, 3 COAT CEMENT i " WRB LAYER *2 ORTI�IBER C2J 2x12 HEADER I PLASTER BUILDINcc PAPER AT CEMENT J F ni WRB LATER 1, 6 SELF- AID HHERING METAL LATH VINYL CORNER BEAD 4" POSITIVE DRAIN JJ ' STUCCO Ll FLASHING WEEP SCREED ", (EXPLODED THICK, 3 COAT CEMENT VINYL CASINGS BEAp NO GsN CLARITY) IN FIELD WOOD SNEATI-IINCs I, t (51 }G FOR CLARIFICATION OF 1 VIEW FOR PLASTER SEPARATE ACCESSORIES ONLY) METAL LATH DRIP CAP 1 11D DRIP EDGE WRB LATER 02, FORTII=IBER INSTALLATION v BUILDING PAPER WINDOW FLANGE �I WRB5L YER #1, F� ZIP SHEATHING S 5 EM IS WOOD GONSTRUCITON �¶ CORNER BEAD � FIR AM � STUCC WRAP INSTALLED, PLEAS S E L �\ MANUFACTURERS 2 l; WEATHER RESISTIVE ' INSTALLATION PRO E URES WRB LAYER "2, FORTIFIBER BARRIER "I WEATHER RESISTIVE CFASTENERE SPACING rt" O.C.) BUILDING PAPER BARRIER 02 METAL LATH VINYL CASINGS BEAD THICK, 3 GOAT CEMENT PLASTER \ �' THICK, 3 GOAT CEMENT E ; \ PLASTER 5/8 TYPE X METAL LATH DRYWALL W/TEXTURED 4 PAINTED ' NJ WA4 FINISH i�' I a SYSTEM (o"SELF—ADHERING �> GMU FLASHING THICK, 3 COAT CEMENT PLASTER \\ , VINYL CORP. 4" THICK, 3 GOAT CEMENT DRIP CAP VINYL CORNER BEAD POSITIVE DRAIN PLASTER APPLIED WEEP SCREED D IRECTL"lr TO MASONRYY WINDOW FLANGE VINYL CASING: BEAD NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF /� BEAD SEPARATE ACCESSORIES ONLY) 1 4 B CORNER BEAD k BLOCK- 15 B CASING BEAD @) WINDOW @DRIP EDGE INSTALLATION (FRAME, NO BAND) A R C H IT EC T S 1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 N W v w 0 0. v w A A 81nmrv. els LOT: CREEKSIDE LOT #121 PROJxCT# 04321.000 bwDzIr 4EHB "2605-HAYDEN" GARAGE BMngG: RIGHT PAQM WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA >I=1'- min 7 NOTE: __ IF ZIP SHEATHING SYSTEM IS - INStALLED, PLEASE SEE Ya" GAF 71F TEIIGK, 3 COAT CEMENT $" THICK, 3 COAT CEMENT WOOD SHEATHINGS C461N(S BEAD P R PLASTER MANUFACTURERS TO TRIM TAL ATH SEALANT N INSTALLATION PROCEDURES 1X TRIM MEMBER ; METAL LATH WRB LAYER "I, STUCCO TO ; /" STUCCO WRAPI SIDING TRANSITION LAYER "2, FORTIFIBER ( j WOOD SHEATHING UILDINCz PAPER WRB LAYER "2, FORTIFIi3ER T SIDING WOOD SI-IEAtI-LINGAwl BUILDING PAPER — x � WRB LATER �I, I WINDOW FRAME j p,inxn a w ufiri wu 1.xiu , N, w, A, WxmwA�, STUCCO WRAP ----------- ----- LAVER *2 FORTIFIBER METAL LATH / ...-.. _WRB BUILDING PAPER WRB L WRB LAYER "I, ° THicx, 3 COAT CEMENT . WRP LAYER 02, F-ORTIP15ER ST Co i STUCCO WRAP PLASTER BUILDING PAPER -5EAD VINYL CASING j j CWJ3/8" FLEXIBLE PVC BACKER ROD) h"SELF-ADHERING — CASING BEAD ,,..,,,,,,........................,,,,.. ,..,.., -- � METAL LATH I ... .. I FLASHING 6" SELL=-ADHr=REING ` ,,EXPLODED THIGK, 3 GOAT CEMENT FLASHING OR PEEL STICK VINYL 5EAt D STUCCO WRAP, CASING BEAD I ,. VIEW FOR PLASTER SIDING TO STUCCO I WRB LAYER *1, ' CLARITY) 1 � � WRAPPED AROUND FRAMING CASING BEAD MEMBER 18All DRIP CAP (CROSS SECTION) / 6" SELF ADHESIVE FLASI-I(NCs WINDOW FLANGE WRB LAYER 01, - '� --- - ` I � X WOOD SHEATHING I r / Srucco WRAP � � 1 2X FRAMING � I VINYL ANGLED WOOD CONSTRUCTION MEMBER DETAIL BELOW EXPLODED CASING BEAD BEYOND \ 'k FOR CLARITY ` WOOD SHEATHINGS WRB LAYER "2, FORt11=1BER r \ WEATHER RESISTIVE r BARRIER 01 BUILDINGPAPER ' WEATHER /'/ ��'------------------------------------------------------------------------------------------------' METAL LATH "., j� I W�"x7Ya''LAPSIDIwG FLASELF-ADHERING --------------------------------------------------------- --- i" THICK, 3 COAT CEMENT' i 6' SELF -ADHERING: --- TI-IICK 3 COAT CEMENT ` f FLASHING ,� I WEATHER ReslstivE Y4 CHAP �1'P i3 `. PLASTER �� ; BARRIER M GA51NG 1�FAD PLASTER WEATHER RESISTIVE TO LINE)OUJ METAL LAT+4 STARTER SCRIP / \ BARRIER *2 SEALANT 6 SELF -ADHERING ; ° r; .� FLAS+-IING AN � CAu K O { S/ FLASHING D IERINGS 1 GALV'D METAL 7' FLASHING: LA ER 02, FORTIFIBER DRIP CAP ��,- zAF� p0 NOT CAULK OR UIL G PAPER LATED { \ SEAL OPENINGS WINDOW FRAME WINDOW FLANGE MEMBER OOD SI-IEATI-41NG BEAD CASING BEAD � WINDOW / IY x6'SIMULATEp �. I W60D TRIM MEMBER (FRAME, W/BAND) rSEAL GAP W/CAULKING: 1` J> > APPROVED SEALANT STUCCO CASINGS BEAD SIDING TO STUCCO WRP LAYER 01, NOTE: C� BLOCK TO FRAME STUCCO WRAP WOOD SHEATHING IF ZIP SHEATHING SYSTEM IS TRANSITION ' I I INSTALLED, PLEASE SEE o" WIDE FEEL 4 STICK MANUFACTURERS INSTALLATION PROCEDURES WINDOW FLANGE I METAL LATH NOTE: E-Z BEAD VINYL CASING METAL LATH: LATH TO BE PER 1=5C j (W/W FLEXIBLE PVC BACKER ROD) I MIN. 2.5 LB5. 2X FRAMING Rr=R 8 .1 / ABTM C-84T ' O APPLY FULL BED OF SEALANT BETWEEN WRB LAVER *I, PER SQ. YARp (UTILITY OR NOMINAL �� MEMBER STUCCO WRAP L CCO) 5#4EAT�4ING LATH DOES NOT MEET SPEGFICATION5) BUILDING FLANGE 4 BUILDING WRAP WRB LAYER 02, FORTH=15ER ><1 ���, WRAP BUILDING PAPER WO OD CONSTRUCTION UJfR5 LA�'EfR #I 6' SELF -ADHERING I WOOD SHEATHINGS I _ FLASHINGS g" THICK, -3 COAT CEMENT ' ; 5TUCCO `,UjR,4j= WEATHER RESISTIVE WEATHER RESISTIVE 01 PLASTER - BARRIER BARRIER "I TO LAP CASING ^, WEATHER E AD WIN W �. ,�j' ®, Ix II II }}�� //�� �/ p /-� }� p B,{ARRIER �SISTIvE / / / \ 6' ABOVE TOP X XAirW�1� Lr i\ #2, F0fRT1FI�. r=f;P, W/6F v ALPSIDINCs /// ` Z ASHINCs 16 /� VINYL ANCcLED P�l� f 1�D INCH PP / `� IERRESISTIVE Ll/�®� 6 SELF-ADHERINGS ., ! FLASHING ? WEATHER RESISTIVE \ CASING BEAD BARRIER "2 I �*IETAL LAt � STARTER STRIP / \� / \ ! GALV'D METAL VINYL CASING BEAD DO NOT CAULK OR I I 'Z" FLASHING SEAL OPENING: DO NOT CAULK OR (EXPLODED "' TH II CK/ 3 COAT CF� I NT \ � � SEAL OPENINGS ��--�� VIEW 1=OR LAeT I\ 7 ri-ALVV METAL BARRIER 01 TO LIf= LEGEND E G E N D 'Z' FLASHINGS BARRIER "I TO LAP CLARITY) I Y' x 6' SIMULATED 6" MIN. ABOVE TOP W�Op TRIM MEMBER OF 'Z" FLASHING E_Z Modo vIN sI ai�6' SIMULATED DRAINAGE PLANE (WRB i 13A/CKER RODE P �� /� I ' SELF-ADHEWNGS LAYER #1, STUCCO WRAP) FLas ISELF-ADHERING \ I I I FLASHING WRB LAYER 012 (FORTII=IBER Ye' THIC�KK, 3 GOAT \, 1 SEAL GSAP W/GAULKINGS — — — GEMENtPLASTER \ OR APPROVED SEALANT BUILDING PAPER) ERsISTIvE \ AERESISTIVEBARRIR BRRIERMETAL LATH x—x—x—xCAcI G BEAD � RAISED WEATHER RESISTIVE E-Z BEAD VINYL CASINGS BARRIER 02 (W/%, FLEXIBLE PVC BACKER ROD) 5TUCCO ]BAND (FRAME) SIDING TO STUCCO WEATHER RESISTIVE 1 7 A C FRAME TO FRAME BARRIER 02 WOOD SHEATHING SCALE: 1 1/2"=1'-mll OR 7/16 TIP SHEATI-IINGx SYSTEM TRANSITION (INSTALLED PER MANUF. SPECS.) 19 SELF-ADHESIVE FLASHING — — A R C H IT EC T S 1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 w y w U w a 0. q F A suBnrv. ae LOT: CREEKSIDE LOT #121 PROJECT# 04321.000 liODErt 4EHB "2605-HAYDEN" GARAGE OWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA JF.1 U Y F1 DATZ; 08/'22/17 BC , . 1/4"=V-0" A R C H I T E C T S CUT HOUSEM AT 45' ANGLE MODIFIED 11, CUT IN HOUSEWRAP LINE OF l OPENING APPROVED HOUSEWRAP OVER SHEATHING OVER WD STUD WALL STEP 1 INSTALL 6' SELF-ADHE FLASHING C NAILING FL JAMBS EXTEND FL I' BELOW S FLEXIBLE f DO NOT SE FIN 7' TEMPORARILY FOLD -UP E SEC HOUSEWRAP (O TUCK FLAP UND at HEAD FOLD HOUSEWI IN AT JAMBS 4 SLOPE SILL R NSTALL 6' SELF-ADHE =LASHING C ANYL HEA =LASHING ( DAMS) NAIL =LANGE =)< END SELF-ADHE =LASHING I 5EYOND J, =LASHING NSTALL Vlf 'All ALIGN FLAr:44ING W/ INT. EDGE OF SILL R.O. MECHANICALLY FASTEN FANNED EDGES. (CAP NAILS, STAPLES) INSTALL DUPONT FLEXWRAP AS TI- FLASHING AT THE FOLD DOWN DIAGC ACRO WINDC 1PPLY 46' NOM. :ONTIN000S 5EAD )F SEALANT AT AM56 AND HEAD of IPPLY TO BACK OF JINDOW NAILING LANGE IN LINE W/ 'RE -PUNCHED IOLES OR SLOTS. JIDE ADHESIVE =XI5LE FLASHINt VER DRIP CAP ECTO-WRAP EQUI V) WINDOW FLASHING INSTALLATION DETAILS FULL WRAP) NOTE-. f=lRCGE--DUfREe 5CALE: NT5 STEP 4 INSTALL PLUMB, L AND SO L MANUFAC WRITTEN INSTRUCI Y ANE NG DINT NOTE: I. IT IS THE CONTACTORS RESPONSIBILTY TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS INCLUDING POUSEWRAP, SEALANTS 4 SELF -ADHERING FLASHING MATERIALS USED DURING CONSTRUCTION. 7. INSTALL ALL MATERIALS PER MANUFACTURERS WRITTEN SPECIFICATIONS WARNING: SEALANTS MAY REACT ADVERSELY IF NOT COMPATIBLE. IN AND SEAL JAMB TO SILL JOINTS WITH 1195 FOLLOWING COMPLETION OF RIOR RETROFIT WORK NOTE; fREP'AIR SCHEME SHOWN SHALL BE IMPLEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER INTRUSION BELOW THE WINDOW OPENING NOTE: SEAL INTERIOR PERIMETER OFWINDOW WITH SEALANT G/ uesn rou Inc. 1 N. RONALD REAGAN EL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 Ia W t 0 F U G F A li ti mumm V. a LOT: CREEKSIDE LOT #121 P3mon=T# 04321.000 MODRU 4EHB "2605-HAYDEN" 4ARAQ'E 11 �INCi: RIGHT PAGE: WALL ASSEMBLY DETAILS: WINDOW FLASHING t60 MPH EXP. C ARCHITECT: STATE OF FLORIDA SEP 0 1 2P,11 L1A g 08;K22/17 BCA M:1/4"=1'-0" e W5 2x�o SUB -BAND W/I "x4" NOTCH is END, WRAPPED IN PEEL 4 STICK DRIP EDGE 7/5" TEXTURED FINISH a WOOD V TEXTURED FINISH a CMU METAL PA I� I� I� I\ ` 2X6 SUB E I � I ` METAL FASCIA \ WRAF' Yell FROM ` STUCCO, I" FROM ` WOOD WALL \\ EXTERIOR WALL ` (FRAME OR CMU) \ NOTE- NOTCH FOR 2Xro SUB BAND ONLY �r DELE�/AfiION ROOF KICK OUT REMOVED \\ FOR CLARITY ` ROOF DECK (5EYOND) //— \\�\\ DRRIP EDGE, I" OFF WALL �NOT INTO STUCCO) 3-COAT PLASTER 2x6 SUB -BAND W/I"x4" NOTCH a END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I" OFF WOOD WALL. SUB BAND 2" OFF WOOD WALL -t/8" TEXTURED FINISH ® WOOD METAL LATH WOOD SHEATHING WR5 LAYER 01, STUCCO WRAF' WR5 LAYER 02, FORTIF15ER BUILDING PAPER ROOFING CEMENT DRIP EDGE METAL KICK OUT NOTE- IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES PRE-ENG'D TRU55 TO 5E CUT a WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2 "x4"x4' -m" SCABBED TO TRUSS W/126 NAILS �o"-05" O.C. MAX. 2x SU5-5AND W/V2"x4." NOTCH a END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL @ WALL SUB BAND DETAIL C9) WALL W./KICK—OUT FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y/." ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/lY"x4" NOTCH a END, WRAPPED IN PEEL 4 STICK 'ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY WALL KICK -OUT FLASHING T PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENT5) METAL FLASHING, WRAPPED MIN. Y/." A50VE BOTTOM OF DRIP EDGE 2x SUB -BAND W/ly"x4" NOTCH a END, WRAPPED IN PEEL t STICK *ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY A R C H I T E C T S 1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 w U w 1-3 0 4 a w a F a SUBMV. a LOT: CREEKSIDE LOT #121 PROJRCT 04321.000 W40I)m 4EHB "r2—HAYDEN" GARAGHi BAG: RIGHT PAQffi: WALL ASSEMBLY DETAILS: SUB —BAND 160 MPH EXP. C ARCHITECT STATE OF FLORIDA SEP 0 1 2C1 DA : 08N2/17 3C :1/4"=1'-0" File COPY