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HomeMy WebLinkAbout6979 Silverado Ranch Blvd99 91828-4EBB-CAL19 q�q HOMES aque ls o� E ctL1L� ®� Z 9 � N�c�� t of 12602 TELECOM DRIVE, TAMPA, FL 33637..`;a Tel: (813) 740-9720 Fax: (813) 740-9715 • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS • FBC RESIDENTIAL OTH EDITION (2017) ABV. ABOVE MFR. MANUFACTURER A/C AIR CONDITIONING MIN. MINIMUM DATE DESCRIPTION ARCHITECTURAL SHEET # DESCRIPTION _ DR HORTON HOMES 12602 TELECOM DRIVE TAMPA, FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 •FLORIDA FIRE PREVENTION CODE BTH EDITION • NATIONAL ELECTRICAL CODE (NEC) — 2014 EDITION *ALL LOCAL AND STATE CODES .00CUPANCY - RESIDENTIAL, GROUP R3 :CONSTRUCTION TYPE - VE •MDT. INTERIOR FDUSH - CLASS B .BASIC WIND SPEED - Vdt=150 MPH v�ea=118 MPH •EXPOSURE - B •1—STORY RESIDENCE — •2-STORY RESHLENCE -MAX HEIGHT AS PER LOCAL AND STATE CODES ADJ. ALT. AMP. BD. CL CLO: CLR CONC. CPT. C.T D. DO. D.O. DIM. DIM. DP. DP. DR. ADJUSTABLE ALTERNATE AMPERAGE BOARD CENTERLINE C�� CLEAR CONCRETE CARPET CERAMIC TILE DRYER DOUBLE D DUALIDIAMETER DIAMETER DIMENSION DISPOSAL DEEP DOOR M.T. MEfALTHRFSFIOD MTD. MOUNTED MTL METAL N.T.S. NOT TO SCALE Dc. ON CENTER P.B. PUSHBUTTON PH PHONE PLT. PLATE PLYWD PLYWOOD PR. PAIR P.T. PRESSURE TREAT® R. RISER RAD. RADIUS REF. REFRIGER TOR REF. REFRIGERATOR RM, ROOM R.O ROUGH OPENING S.C. SOIIDCOREEXTDR PG Cl-COVER SHEET PG GN— GENERAL NOTES PG Al -FLOOR PLAN PG A2C -ELEVATION "c" PG El —ELECTRICAL PLAN PG Pl-PLUMBING PLAN PG M1-MECHANICAL PLAN PG Dl-DETAILS PG D2-DETAILS PG WAi-WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS • STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA D.S. DTL. D.W. EA. EV. EQ. EXH. DOWNSPOUT' DETAIL EACH ELEVATION EQUAL EXHAUST S.D. SMOKE DETECTOR SH SINGLE HUNG SHT. SHEETPG SHWR. SHOWER SIM. SIMILAR SL SI.IDIN6 PG WA4-WALL ASSEMBLY DETAILS WWAB-NOT DETAILS r PT. CALL. S `G RK•E 430 G, FT, AR No. 93723 °11ef 16 ea.' Q. LANAI W BFT. EXT. F.GJFX. F.O. EXTERIOR FIXEDGIASS FUEL GAS SL. OL SLIDING GLASS STD. STANDARD SWS SHEAR WALL A.B. DESIGN GROUP TOTAL 2m2 so• FIN. FIR FINISH FLOOR SECTION TEMP. TEMPEREDOLASS 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 FR �" FTO. GA. OAR. IXSP. FREENCHSDOORR FOOTING GAUGE GARBAGE DISPOSAL. T.O.C. TOP OF CURB T.O.P. TOP OF PLATE T.O.S. TOP OF SLAB TYP. TYPICAL Fax: (407) 774-4078 G.F.I. GL, GYP. BD. CROUNDFAULTIRCUIT INTERRUPTER CIRCUIT INTERRUPTER GUSS GYPSUM BOARD U.N.O. UNLESS NOTED OTHERWISE V.P. VAPOR PROOF W. WASHER STRUCTURAL SHEET DESCRIPTION PG S1—FOUNDATION PLAN PG SIAA—DETAILS PG S1.2—DOWEL PLAN PG S1.2A—DETAILS PG S2—LIFT BEAM PLAN AND NOTES PG SNG PLAN —ERAMLNG PG S3—FRAMING H.B. HOSEB® W/ WITH H.C. HOLLOWcoRe WD. WOOD WINDOW EHHGT.ORHT HEEIIIITT WDHW WATER HEATER ,NSUL INSULATI W.I. WROUGHT IRON INT. INTERIOR LAV. LAVATORY LUM. LUM NGUS M.C. MEDICINECABINEr DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF ME CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET UNCLEAR ETTAA AND IN NEED OF FURTHER DST G OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBIM A PG S3.lA—DETAILS PG S3.1B-DETAILS PG 33.SC-DETAILS PG SNl—DETAILS WRITTEN R.F.I. (REQUEST FOR INFORMATION TO THE ARCHITECT OR ENGINEER FOR CLARIFL ATTON. AS DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AS DESIGN GROUP TARES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI'e HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF • THE CONSTRUCTION BASED ON THE DRAWING SET. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-774-4078 www.ebdeslgngro up.com L AA 8: 0003325 q �i m O svaD><v ae LOT: SILVERADO LOT #54 BLK #6 PIROJLCCT/ 4 2-54 6 MODRILI 4EBB "1828-CALL" OARACa sVnxC: LEFT PAC& COVER SHEET %150 MPH EXP. H DA IM 01/18/19 sCAUL- 1/4"=1'—O" spim:ax C1 GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) fith EDITION, (2D17) .AND IN CONJUNCTION WITH ASCE 7-10. ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR OTH EDITION (2017) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.12. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION ANDIOR FABRICATION OF THE WORK. 5. THE ARCHITECTIENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS, 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVALFROM THE ARCHITECTIENGINEER 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R30251: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN I M INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-M INCHES THICK, OR 20-MINUTE FIRENRATED DOORS, 3. AS PER SECTION R3025.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS ORCEIUNGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48MM) SHEET STEEL 1- MIN. RIGID ON -META W C CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R3026 & TABLE R3026: THE GARAGE SHALL BE SEPARATED FROMTHE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TOTHE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 /8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR-CEIUNG ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALLALSO BE PROTECTED BY NOT LESS THAN %-INCH GYPSUM BOARD OR EQUIVALENT. !rtE wm 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ONSITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8' LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 8. EXCAVATIONS TO BE A MINIMUM OF 3'- 0' BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS, 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMENT PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." MR 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR UGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-2D02) E. APA- THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAIUNG SCHEDULE ON PLANS, 4, NOTCHING OR CUTTING OF FRAMNG MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROORWALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SNI. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ. P1.IIMIIIAiO 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM'/." PVC (SCHEDULE 40), INSULATED WITH '/:"AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE, 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P26D3.2. EXTERIOR WALL GOVERRM 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FMIRM 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, W THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS,12' THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2, STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 & ASTWC1063-12a 3. LATH & ACCESORIES PER ASTM-C-1063.1 IA & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - "L' FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS - WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063-11A AND R703.7. UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. R302.7. CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AS DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUPS SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDERS I CONTRACTORS PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. CONTROL DATE: 10/25/18 (RM) '� V 1 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-77"078 FAX:407.774.4078 www.abdesigngfoup.com AA 8: 0003325 h e 0 s1U DDIV. ae LOT: S ILVERADO' LOT #54 BLK #6 PN on=T#N 4 .0 2-540 1 MODXi: 4EBB "1828-CALI" DARADs s/IDMs LEFT PACs: GENERAL NOTES 150 MPH EXP. H D""TO 01/18/19 sQAim. 1/4"=1'-O" atlaZT GN 39'-B' II a noggin alsoliiEEEE � � 0 o � o � IF . � n o - 0 0 - ��` � � �' t III • 1 / � / , o min I ,..�:..,,.I -. _ _ CV . • .. o _ CODE ME ff o ME ME ' 1 :e o ME 1 e Mil 11 i oTRANS. 3068 EMY o \\ 0I 11 I - U oIBEBE�Io� oIEBEEBIn _ oIBE10 niBBloi SQ.FT. CALL, S LIVING 1028 lba FT. GARAGE 430 S4 FT. ENTRY 16 BQ FT. LANAI 88 &a FT. TOTAL 2362 8a FT. 00 OWffA10p,IIIIDIps#DLOA0/ tm MD w1oME Foli *ww sm a1BNa1 mm um RIoT zm =wIIEOMO IBIIIII/ MIN. WINDOW ,0 9 24/-33 CRITERIA EXTERIOR SWING ,6 5 24/-31 DR. MIN. CRITERIA BAD. MIN. 41 5 23/-211 CRITERIA 1"10 O.W.D. R2 S 20.4/-22.1 BASIC HIND SPEED MPH = 15D (Vult) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT. —II, EXP.—B, MEAN ROOF HT. — 13'-0" PRESSURES HAVE BEEN MODIFIED PER FBCR 8TH ED. (2017) R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. 00111 &DAIS OWN C EtL. TOP PLATE m BAR DETAIL BARCH V BC.ALE: V2 . p_, FLOOR PLAN SCALE: 1/4' • I'-0' NOTE. -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL ISE 150APPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICKNESS, SOLID ORHONEYCOMD-CORE STEEL DOOR'S NOT LESS THAN 1 3/8' (36 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigagroup.com L AA M: 0003325 14 W 0 Bulwiv. ae LOT: S ILVERADO LOT #54 BLK #6 PIW X1=T111 04128.002-54061 MODazs 4EBB "1828—CALI" GAP.AGZ SWING: LEFT PAGE: FLOOR PLAN 150 MPH EXP. B ItENT DATE, 01/18/19 SCA=: 1/4"=1'—O" SPEC= Al ./-W-0' BLDG. HGT.,, FYPON LVIM4 OR EQUIVALENT SHINGLE ROOF LAP SIDMG AS SPECIFIED (TTP.) 4' FREIZE ISAND MI d 4' RAISE . IN Milli �= I I I 1 IL'�aL�• '' �I ■■ ■MI ■ IN ■ � rILRr•srlr_L�.»; "7.II:IClC�1c�n� FRONT ELEVATION SCALE: V4 . I'-V' TEXTURED FINISH OFF RIDGE VENT m OFF RIDGE VENT OF ATTIC = 23H Sa FT. NET FREE VE(OIATION AREA REWIRED = y3W RECILUM VENTIUTIONARFA 2354 /3W = 7Jr VENTILAIMM AREA 511 W"ES PER FT. IINI = UX72 SO. IN. MIN.PEQIARIDVBANAMON = .5% 1134.72 IN WPER PORODN OF ATTIC 5036 SO, IN. OFF RIOGEVENRUITION AREA = 11SSO.IN.PERVEFT 5036 /125 AErOFVENIS ED = 155357 ROM PROVIDED uroFv:xTs PRovlom s ATTC ISTHEEFTHE HOVELESS THEOVE WNG IXOFWAILTOEWALL, NOOVERHANOSI oW-8' BRG. HGT. Wn FE] E y „ Lj EE '�LlnrtT��TG7? I�IP.�SfT-7f7�� �� OFF RIDGE VENT REAR ELEVATION SCALE: 1/4 • P-0' TEXTURED FINISH a r N c�— - -- ---- --- - --- - --- ------- ----------------------- LEFT ELEVATION SCALE: 1/4 . I'-®' TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT 1'-0• v N G- - — - — - — - — - — - — - — - — - — - — - — -- - — - — - — - — - — - — - — - — - — - RIGHT ELEVATION SCALE: V4 . I'-C' TEXTURED FINISH DECO. DTL. A vae LOT Rs SILVLOTEADO #54 K #6 PROJMCT# 04128.002— 54061 MODZU 4EBB "1828—CALI" GAMAC•a BWDM: LEFT PAOB: FRONT,REAR, LEFT,RIGHT ELEVATION "C" 150 MPH EXP. H ELECTRICAL LEGEND DESCRIPTIONDARD SWITCH Y SWITCH Y SWI1GH ER SWITCHBUTTON rni J NNECT WISTAT LE RECEPTACLE (12&V/20-AMP LE POLE) DU'FLEX RECEPTACLE DUPLEX RECEPTACLE (EQUIPPED GROUND FAULT JPTER/TAMPER RESISTANT TYPE) IOV DUPLEX OUTLET (HALF OF CUTLET RED TO SWITCH) 0:LE(GROU•D WATERPROOFKaFI PALLT wR) 10VQUADPLEX RECEPTACLE ® IOV DUPLEX RECEPTACLE (FLOOR D) 20V RECEPTACLE l4 WIRE :CNNmCTOPv L MOUNTED L04T ILNG MOUNTED LIGHT DENT LIGHT OOD LIGHT L SCONCE PRE -WIRE T }AN WITH LIGHT (I CFM PER ea FTJ GE4 EULD LIGHT FIXTURE GEEY BULB LIGHT FIXTRE �E9 BULD LIGHT FIXTURE ACK LIGHTING LIGHT WITH FULL CHAN CARNET LIGHT Ub- UORESCENT LIGHT (RECESSED) LUORESCENT LIGHT (SURFACE LUORESCENT L14N•TT (RE O LIGHT CES6 LIGHT (VAPOR PROOF) ILING MOUNTED LIGHT WITH J-DOX OPT. FAN PANEL T( ) rIcTra-pt (FIELD VERIFY HZI -BOX (WALL MOUNTED) 0 -BOX (CEILING MOUNTED) ILNG MOUNTED PAN 0 T FAN (1 CPM PER SO. FT.) N JACK 0 DETECTOR (CEILING MOUNTED) 0 FIXION MONOXIDE DETECTOR CEILIWl MOUNTED) Mee 0 0. OPENER N JACK -E PORT • LOCATION OF TV JACK& s PHONE OUTLETS 4 PANS TORE VERIFIED • HOMEOWNER PRE -CONSTRUCTION MEETING. • ALL D N 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED PER NEC 210.0(b) 2014 EDITION • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GFI • ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO DE LOCKOUT N PANEL • BATHRCCm EXHAUST FAN TO HAVE MN CAPACITY OF 50 CPM INTERMITTENT PER TAISLE ME01A OF FBCR bTN EDITION (29M) • LAUNDRY ROOM RECEPTACLE SHALL BE GROUND PAULT CIRCUIT-INTERUPPTER PROTECTION POR PERSONNEL ON FEEDERS) • WRING METHOD SHALL DE NON METALLIC GABLE AS NEC 204 ARTICLE 300A(BX2) • ALL RECEPTACLE TO Be TAPPER -RESISTANT TYPE • el 1 I At= SWALL BE SELECTED BY Mill ISFO AND 15U� OF LISHTRIfa MAST EE ENERSY EFFICIENT TYPE PER FEG. ®.ER-..Y GGNSERVeTVaI (RESIDENTIAL ENERSY EFFICIENCY) 2011 au. EDITION R40•U.1 LIVING ROOM T-WREI MTV. LIGHT TO BE OWNER'S CLG FANv , i ROVIDINSTALLED, SUITE PRE -WIRED LJ PE C 7 CLG RAN wJ-DOX FOR I I OPT. FAN CLG PAN \\ DINING ROOM Sp. I I �(----ZSUTLET rSWITCw M I \\ ------ i FOR DW --- CA15INET -------- ------ I � O I I i"i i \\ GFI GPI SINK las IaTru RANGE I D7cl PAN.I u _J/ll" ,_/ GFI CFI/ WP Pon.1 MAN -A ©E=mm=m *�®m om�— ��oEa© WEBB MINES ®�OY ®M"--- fiL7i 07a ®ao�E�O t1• B�EJB mE��oo© Imom,—om 10 ®omlom 1111�0�11117011© moor tea© ©ssOEM� mum -++-ter*•- -- +3.•0momimmou-30 0© �mm Sao© SEEM © �st_ssaL�st_s::a ��as>•���u �aRRs>•���� sm mff MM IMMUNE m m _ MENNEN 0 R� BDRM. #4/ u" 1 DM HOOD WIRE W/ S/CO\I I I U OOIR UTLET MICRO PRE -WIRED `j II '% c" CLG FAN ! 4 FIRE -WIRED 1 I CLG FAN O 44. A14. &AIMAGE M FOR I (� _.EN / DOOR I AS RECL PER BLDG. WALL MOUNTED �— _ CODE LIGHT W/SWITCHI IN ATTIC / I1 01 I I BATH Al2 / GPI y (,// 1\ 1512> AMP ELECTRICAL RISER METER OUTLET KEYLESS \ \ NOT TO SCALE. FIELDLOG., FIXTURE \\ GENERAL NOTES. IRRKaATION FOYE \ A ELECTRICAL MATERIALS AND INSTALLATIONS SHALL OUTLET • I \\ �.` ,7 COMPLY WITH ELECTRICAL PROVISIONS OF THE FEICR &U4 EDITION (70I1). LOCAL CODES. AND ALL LOCAL POWER 48' APF. / / ( COMPANY REQ UIREM®NTS. GPl — ! / B. ALL CONDUCTORS SHALL BE TYPE THHN/rWN UNLESS GAMG NOTED OTHlRWIbe. I PRE -WIRED yU(\ I CLG FAN I MM \ I CHIMIEB I I EERY ---------------------------�/ DPP. COACH LIGHT ELECTRICAL PLAN SCALE, V4' " I'-m' PROVIDE BO AMP, 1204140 VOLT, I PHASE BECONDAR'K ELECTRICAL SERVICE. PROVIDE 3 9 COPPER (CU) IN 1412" DIA SCHEDULE w PVC CONDUIT OR PROVIDE 3 2/0 ALUMINUM (AL) IN 2" DIA SCHEDULE S0 PVC CONDUIT UNLESS SERVICE IS PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. PROVIDE 342/0 CU, T" . His CU N 2' CONDUIT OR 3 •VINO AL. THW ° PS CU N 2' CONDUIT. (CONDUIT TO TERMINATE ABOVE SOFFIT • OVERHANG) COMBINATION SERVICE DISCONNECT SWITCH AND M ELECTRIC METER IN NEMA 3•t ENCLODURE E0A/7P MC TELEF440M SERVICE ENTRANCE EQUIP ENT INTERSYSTEM EONOW. TERMNAL AT LOW VOLTAGE CONNECTIONS BO AMP 0/240 VC I PHASE MLO PANEL CABLE TELEVISION SERVICE ENTRANCE SCOPMENT 1 04 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE ®GB.83ii EDITION (201T). 6/S" DIA X 8 FT LONG COPPER CLAD GROUND ROD 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32780 PH: 407-774NU078 .FAX: 407.7744078 wwW.ebdeslengmup.wm AA M: 0009.2. �a •0 i ounDIv. a IATt SILVERADO LOT #54 BLK #6 PRO TO 4128. 0 -54 1 bWDEL: 4EBB "1828-CALM' GARAGE *WnMs LEFT PACE: ELECTRICAL PLAN 150 MPH EXP. H Dw0 18/rRmT 19 BCAI.E: 1/4"=1'-O" 13I'iES: P E1 2• VTR I� vy i i 1 2.- LAV I j4 I I� 9 I< 2 I I SNWR v2 2 WABNER el A KITCHEN 2 SING V AUTO VENT I V2��z�1 A-K I TLS PLUMBING RISER DIAGRAM PLUMBING PLAN E. V4 " V-V TO 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL32750 PH: 407.7744078 FAX: 407-7744078 www.abdosipgroup.cwm L AA N: 0003325 h ac k m Q sUDDIV. & LOTS SILVERADO LOT #54 BLK #6 PIIon=T 04128.002-54061 KODIZU 4EBB "1828-CALI" OARAOIE BWWO: LEFT PAOZa: PLUMBING PLAN 150 MPH EXP. H Is �01/18/19 cAix: 1/4"=1'-0" ign= P1 HVAC NOTES L ALL MECHANICAL EQUIPMENT &HALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICMG, PER MPG. REQUIREMENTS, 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL IN CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS PAIS 4 MASTIC. AND INSTALLED AS PER FBC 6TH EDITION (2011) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL WN CLASS I AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR INTAKES SWILL NOT BE LOCATED CLOSER THAN i0 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL ISE CONSTRUCTED OF SMOOTH GALv. METAL. OR OTHER MATERIALS AS PER PBC 6TH EDITION (2011) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO PBC 6TH EDITION (2011) MECHANICAL CODE 603.1 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR 6AT14MG FIXTURES SHALL BE MECHANICALLY VQNTED IN ACCORDANCE WITH FOG 6TH EDITION (20M) MECHANICAL CODE SECTION 403. S. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. S ALL FIRE RATED CEILINGS AND WALLS SHALL HAVE AN APPROVED PIPE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER. ALL DAMPERS SHALL BE INSTALLED TO MFCs. RECOMMENDATIONS AND PBC 6TH EDITION (2011) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. 11. DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. PANTEC14 OBF 110 DRYER BOOSTER CAPACITY" LINEAR FEET WITH MAX SIX ELBOWS. NOTE, ALL HVAC TO NAVE PROPER PANS W/ DRAINS ATTIC 1010 EXTERIOR WALL PLC T 1 AIR RETURN SUCTION AND LIQUID AIR SUPPLY 1 REFRIGERANT LINES AIR HANDLER -- EXTERIOR WALL d 3/4' PVC CONDENSATE DRAM LINE EVAP. TRAY y PVC SLEEVE TO LINES BELOW SLAB T REFRIGERANT LINES TO PLATFORM-1RETURNV;.IN CONDENSING UNIT TRAP DRAIN LINE AND TERMINATE AN APROVED DRAIN, AS PER FOCR 6TH EDITION (20M) MECHANICAL ELM CODE SECTION 30T2A HVAC DRAINS LEGEND ® SUPPLY AIR DIFFLIMIR RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK — BROKEN LINE- RETURN TRUNK l BALANCING DAMPER OR 050 0 CEILING EXHAUST PAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR ® THERMOSTAT M PASS-THRU AIR GRILL SECURE STRAP TO CONC. CONDENSER W/ (2)-3/16'X2' TAPGONS WIT SIMPSON WD ROLL STRAP OR EQUAL 4' CONCRETE BLAB SECURE STRAP TO UNIT W/ (2) #SXI V4' SAT. MTL. SCREWS CONDENSER UNIT CONNECTION TO PAD NOTE, MAIN COND. DRAM 3/4' DIA. OVER HEAD • 12' FROM STRUCTURE SCORIATED NICKEL /- PIN. FLOOR COUNTERSINK aRONm FL. PL. / OR WALL CO. PLUG BRASS PLUG PITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED //-- WADE 8240-K J06AM 56000 INSIDE SERIES NICKEL BRASS TOP CAULK P.V.0 OPT[/SPEC nFL00R SLAB CLEAN -OUT (TY�P. s FIN. GRADE OR PAVING SEE SPEC. I'-8'X8' CONIC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED ME DEXT. GROUND CLEAN -OUT (TYPE MECHANICAL PLAN SCALE, V4 . 1'-0' NOTE, ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED AT OR ABOVE F.P.E. ELEVATION. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-7746078 FAX: 407-774.4078 www.abdealgngmup.00m AA M: 0003325 b 0 An Ea 0 T. EinoDIv1 8s Lom SILVERADO LOT #54 BLK #6 PROJ=TN 4 02-5406 bwz)mIe 4EBB "1828-CALM" GAISAGa 8WD10. LEFT PAGS: MECHANICAL PLAN 150 MPH EXP. H 2X4 TOP PLATE PRE -FAD TROJ66 yr Twn� CQAT C004M READ V2• GL/s. BOARDS ce�urMRCTUVAL rLA►TM! ArRI® r cm m DeSB1Lr TO ryAS01ei1' FtT. LLD NOTE: STUDS IN 5' DIA. SLEEVE, VOT ATTAWD M FlLL 0+-'yFM PARTITIONS SUPPORTING DO NOT CUT APFfWf^. PM I/2• DRT'WALL WALL HUNG PLUMBING REBAR cA^"AX 6� FIXTURES AND WALL MO"M CABINETS SHALL BE NOT ALL LESS THAN 2x4, WHERE BOND BEAM O NOT CUT It� eisauawsr�w� SPACED NOT MORE SOLID GROUT THE BOND �r'b"m ACKM 2X4 LLIQOD eTWDe •24 THAN Ib' OZ. OR NOT W/ (1)- e5 - - BEAM w' *T' uu-M e000we r � TO WOW JAns� OZ.LESS THAN 2xb, WHERE (2) COURSE _ REBAR9 n��ooucr�� PCs, � OMMMAD SPACED NOT MORE er ewr. by�„x THAN 24' O G. ~ FAaToio TO w�a+ lww ise„ - - /-coNc GLAD u a)TYP. INT. WALL ( NON- BRG. ) 21 SCALE, 3/4'.1'-O' FIBEIflaLAbb SHINGLES OVER 4W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R806.0 ON J' OAS. ON OR I' CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TFaM MTL. DRIP EDGE 2x FASCIA PER D. ELEVATIONS TYp, O.H. VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY V-0' FIN. FLRJ 2- PIPE THROUGH BOND BEAM D1 SCALE: 3/4'■I'-V' 5/6' GYPSUM B: OR IR' Hrw STRENGTH CLCL BOARD ENERGY CODE FORMS .ATION R-VALUES .RENCE STRUCTURAL ELEVATION R-4U INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS STRUCTURAL �- b0 P.T. FURRING - STRIPS • 24' OL. — e' CHU 1/2' GYP. WL. BD. -WOOD BABE }- rLL WINDOW OPENING v FIBERGLASS 6HINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, METALLED PER SECTION RW51I ON SHEATHING OR p CDX PLYWOOD SECURED PER FASTENER SCHEDULE STRUCTURAL MTL DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY �0'-0' FIN. FLR TYP. WALL SECTION NO OPENING NOTE: PER SECTION 905.1.1 - FOR ROOF 4 1-STORY HIP BLOCK WALL (2)OLAE ER5 2:IUNDERLTO AYMENT SYSTEM SCALE, 3/4'.r-o• — IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM 0226 TYPE II, ASTM D 406S TYPE IV, OR ASTM D 6151 2B GAS LINE THRU BLACK FIBERGLASS SHINGLES OVER e90 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R605.1.1 ON I}' 0.6US. SHEATHING OR J' CDX PLYWOOD SECURED PER FASTENER SCHEDULE 1'-0. TYP. MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG. GABLE TRUSS DEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS s GARAGE DOOR JAMBS p1 SCALE: 11/2'=I'-V* 2x BLOCKING BETWEEN TRU66E6 PER STRUCTURAL DETAILS-\ 6TIFFBACK AT ALL UPRIGH' PER STRUCTURAL DETAILS PRE-ENG LLD. TRUSS C4CNT.2x RAT SECURED PERJ/ STRUCTURAL DETAILS J/ SEE ENERGY CODE FORMS FOR INSULATION R•VALUE& PER ELEVATION \ 5/e' GYPSUM BOARD OR 1/2, HIGH 6TREN53TH CLG. BOARD R-41 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS Ix2 P.T. FURRMG- STRIP6 • 24' O.C. 1/2' THICK 2 COAT-1/2' GYP. WL. BD.- PORTLAND CEMT PLASTER APPLIED WOOD BASE— EllDIRECTLY TO MASONRY 0'-0' FM. FLR • a . e• CI•e1 a , a: .'<• • .4 n W/ WINDOW OPENING N FIBERGLASS 614INGLE6 OVER W0 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RWS.1.1 ON I}' OBI. SHEATHMG OR;' CDX PLYWOOD SECURED PER FASTENER SCHEDULE TYP. MTL. DRIP EDGE O.H. 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG. GABLE TRU68 WEEP SCREED \--2x P.T. SECURED PER STRUCTURAL DETAILS V1' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY PtOj 0'-C' FM. FLR B TYP. WALL SECTION NO OPENING 5 1-STORY GABLE BLOCK WALL VSCALE, 3/4'.1'-C' 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdeslgngroup.com AA M: 0003325 ;anmi, llLJSDIV. . LIT: SILVERADO LOT #54 BLK #6 Pl�OJSCT 04128.0 - 54061 MODZIU 4EBB "1828-CALL" OARA M 9WING: LEFT PADS: DETAILS 150 MPH EXP. B 2 11 DAia h Ol/18/19 8CAL.S: 1/4"=1'-O" aliSST D1 MN Ll�_a■.m�_ u—_+r—fl 7x4 CN RAT TO OLK W/ CUT NAM. SIDEA 7X6 GARA&E DOOR OUQK W/ (5) ® Uf'X6' A -I mu 4. OMDm1'I a MN W/ 2w7QLE WASHER NO NUT SPACRD VENLY PROM PLOOR TO 6ARA6! DOOR HDR IN JONM FlOOI! TO FILLNO. 1-2X6 PT OLOCK a CENTRI! Q ® DOOR NRADRR W/(V)PAB' J-8MT6 EMER 4' pMNR W/ 270 W WASHER AHD NUT. ® iuOTRaAHICJi01m � ® r ALL SHWLL W N ANCE TO M~ACTUOIN" INSTALLATION NMTRJCTIONS UFERE WCM NSTftJCTl0* ARE MORE STRNUNT GARAGE DOOR BUCK ATTACHMENT tc'" WOW 8• Cm )i' DRYWALL I'X4' OR I'X2' P.T. NAILER Q b:4 P.T. OR %'X4' MIN. SECURE THRJPRAM E t EMEND 1-4-INTO BLOCK W/ V&' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 3" MIN. EMBEDMENT I-Y4 WITHIN 0' OP EACH END t 18' OG. MAX SPACING DOOR CASING DOOR JAMS OR WINDOW ATTACH TO 2X PER MANUFACTURE& DETAILS. NOTE, SHIM AS NEEDED TO PLUMS JAMB (DO NOT EXCEEDY4) DOOR JAMB TO BLACK +3/4 OR +5/4 1flNDOM TO B K + + 4 `4 SCALE, NJA 2k4,m SECURE TO 5LOCK W/' TAPCONS OR (MIN. SWANK SIZE J45 MIN. MEAD SIZE 300 MIN. EMBEDMENT 1)4) WITHIN 8' OF EACH END 4 18' OL. MAX SPACING. 2>16,m SECURE TO 5L WR-%' TAPCONS(MK BANK SIZE .145 MIN. HEAD SIZ0000 MIN. EMBEDMENT I Yi ) WITHIN 8' or- EACH END t 8' CMU 18' O.C. MAX SPACING. �. 2kS,m � I'X4' OR &A�8T0 BLOCK W/2-'lia' (MIN. SWANK SIZE .145 MIN, MEAD SIZE 900 DOOR MIN, EMBEDMENT I Y4) ttAGW WITHIN 8' OF EACH END • X Ma' P.T. NAILER CASING JAMS OR WINDOW TO 2X PER MANUFACTURES DETAILS. 18 O.C. MAX SPACING. NOTE. 8WIM AS NEEDED TO PLUMS JAMB (DO NOT EXCEED Yi ) DOOR JAMB TO BLACK +1-1 11IIND0+ -1 ' u , N. 2X4m SECURE TO 15LOCK W/ TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN, EMBEDMENT I)4) WITHIN 8' OF EACH END 4 NOTE, STRUCTURAL 2X 10' O.C. MAX SPACING. MUST BE ON OUTSIDE t 2X6m SECURED THROUGH SECURE TO BLOCK W/2-%' NON-STRUCTURAL i(s' TAPCONS TAPCON MIN. 144" (MIN. SHANK SIZE .146 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 CMU MIN. EMBEDMENT I Y4) • DRYWALL UATWIN 8' OF EACH END t 18' O.C. MAX SPACING. El•X4. OR VX2' P.T. NAILER Jm 2xS SECURE TO BLOCK UV2-%' )W OAS. X W MIN. T IN. SHANK DOOR CASING (MIN. SNAPIC SIZE .145 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT IV) ATTACH TO 2X PER WITHIN S' OF EACH END t MANUFACTURES DETAILS. 16' O.C. MAX SPACING. NOTE, SWIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED 49 DOOR JAMB TO BLACK +1-Iy 1,3" n MDNDOB TO BLACK +1-15/ S SCALE, KTh. 2X4,m SECURE TO BLOCK W/ TAPCON& (MIN. SHANK SIZE .14b MIN. HEAD 812E 300 MIN. EMBEDMENT I Y4) WITHIN 8' OP EACH END 4 NOTE. STRUCTURAL 2X 18' O.C. MAX SPACING. MUST DE ON OUTSIDE t 2X6m SECURED TNROIIGM SECURE TO BLOCK W/2-JV NON-STRUCTURAL TAPCONS TAPCON MIN. IY4 (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Yi) &, pill WITHIN 8' OP EACH END 4 )S• DRYWALL 18' OC. MAX SPACING. VX4' OR P>0' P.T. NAILER SECURE TO BLOCK LLVT-i(r' CASINI TAPCON5 (MIN. SHANK SIZE .145 MIN. MEAD SIZE 300 DOOR JAM15 OR WINDOW MIN. EMBEDMENT I Yi)—ATTACH TO 2X PER WITHIN 8' OP EACH END t MANUFACTURES DETAILS. b3' O.C. MAX SPACING. NOTE, SHIM AS NEEDED TO PLUMS JAMB (DO NOT EXCEED Y4) DOOR JAMB TO BLACK +2 4• � T . TO BLACK +2 1 4" 2X4m SECURE TO BLOCK W/ i(e' TAPCONS (MIN. SHANC SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I)") WITHIN 6' EACH END t STRUCTURAL 2X O.G. MAX &PACB,Ys. MUST BE ON OUTSIDE t 2X SECURED THROUGH SECUR SEATO BLOCK UV2-tl(r NON-STRUCTURAL TAPCON MIN, I-Yi IMIN. SWANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 3" -MU MIN. EMBEDMENT 149 DRYWALL WITHIN 8. OP EACH END A 'k4' OR VX2' P.T. NAILER IS' O.C. MAX SPACING. ❑ 2X8m SECURE TO BLOCK W/2-%' TAPCONSMIR DOOR C.488NG (MIN. SWANK SIZE .145 MIN HEAD SIZE 300 MIN. EMBEDMENT I Y4') DOOR JAMB OR WINDOW WITHIN W OF EACH END t ATTACH TO 2X PER I&. O.C. MAX SPACING. MANUFACTURES DETAILS, xF,4 w+ r WNWomnun� Za WA-) DOOR JAMB TO BLACK +3" E E, N.T.S. 2X4m SECURE TO 5LOCK W/ V TAPCON& (MIN. SWANK SIZE .145 MIN. HEAD SIZE 30O MIN. EMBEDMENT I?,*) WITHIN 8' OF EACH END t NOTE. STRUCTURAL 2X W O.C. MAX SPACING. MUST DE ON OUTSIDE t 2X6m SECURED THROUGH SECURE TO BLOCK W/2-1W NON-STRUCTURAL )1(6' TAPCONS(MK SHANK SIZE TAPCON MIN. 1-YI J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Yi) 8. C!'M1 WITHIN W OF EACH END t yJ• DRYWALL IB' O.C. MAX SPACING. ® VXW OR 1'X2' P.T. NAILER SECURE TO BLOCK D 2X SECURE TO TAPCONB(MRN. SWANK SIZE K SIZE RUCTURAL MEMBER IST'(2)l2d 145 WITHIN 8. OF EACH MIN. HEAD SIZE 300 END 11 6' TO 8' O.G. MAX MIN. EMBEDMENT I Y4) "DOOR CASING WITHIN W OF EACH END • DOOR JAMS OR WINDOW IS' Or- MAX &PACING. ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SMU'1 AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4) DOOR JAMB TO BLOCK +3" F 2X4m SECURE TO BLOCK WYi TAPCONS(MIK SHANK SIZE 145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 NOTE: STRUCTURAL 2X WITHIN 8' OF EACH END t MUST BE ON OUTSIDE t W Or -MAX SPACING. -SECURED THROUGH 2X6,m NON-STRUCTURAL 8b' SECURE TO BLOCK WA-1/4' TAPOON MIN. I Y4 TAPCONS(MIN. SHANK SIZE EMBEDMENT INTO 15LOM J45 MIN. HEAD SIZE 300 , CMU MIN. EMBEDMENT 1149 ' DRYWALL WITHIN S' OF EACH END 18' O,C. MAX SPACING.X4 OR I'X2' P.T. NAILER 2XB,= SECURE TO BLOCK U 46' OAS'X 4' MIN. TAFr-" 4AANUFACTURIES, (MIN. SHANK SIZE .145OOR CASING MIN. MEAD SIZE 300 MIN. EMBEDMENT I Y4')OOR JAMB OR WINDOW WITHIN 8' OF EACH ENDTACH TO 2X PER I&• Or- MAX SPACING. DETAILS. Nofe, Mf N N61O tO IMff.Ulst fC0 Wf 01®�'! DOOR JAMB TO BLACK +3-9/16" G T2IN w TQ +3-v LE, N.T.S. 2X4,m SECURE TO BLOCK WH4 TAPCONS (MIN. SHANK SIZE A45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Yi) NOTE, STRUCTURAL 2X WITHIN a- or EACH END t MUST SE ON OUTSIDE t IB• O.C. MAX SPACING. TO BLOCK UYI -V4' SECURED THROUGH 6ECjj NON-STRi(s UCTURAL ' SECURE TAPCON MIN. IA.'(MBN. SHANK SIZE .145 (MIN. EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') 8' CM WITHIN 8' OF EACH END t )f• DRYWALL 18' O.C. MAX SPACING. i'X4' OR I'X2' P.T. NAILER 2XSm SECURE TO BLOCK WA 1/4' P.T. X 4' MIN. TAPCONS CASING (MIN. SWANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) DOOR JAMB OR WINDOW WITHIN 8' OP EACH END t TTACM TO 2X PER 18' Oa MAX SPACBNG MAUNUFACTUR S DETAILS. NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Yi ) DOOR JAMB TO BLACK +3 3/4' @WapDOW TO B + 3 , •1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesWVoup.com AA 5;0003325 r vzltazv ae LOT: SILVERADO LOT #54 BLK #6 PLROJ(ECTTI 04128.002-54061 moaaza 4EBB "1828-CAU" GAN-40M ago: LEFT PAOR: DETAILS %150 MPH EXP. B DwD 01/18/19 SCALE: 1/4"=1'-0" az;EXT D2 PRODUCT APPROVAL LISTING - - - - EXPIRATION DATE FL 17325.1.2 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17232.6 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17234.2 FL 17232.4 FL 17232.3 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17248.1 FL 62233 FL 17325.1 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2017 FBCR 12/31/2020 FL 12019.1 AMERICAN CONST. METALS PANEL WALLS SOFFIT 2017 FBCR 3/2/2020 FL 14039.1 PLYGEM SINGLE HUNG - 2017 FBCR 7/31/2019 FL 14634.2 PLYGEM SLIDING GLASS DOOR - 2017 FBCR 7/31/2019 FL 15264.1 PLYGEM WINDOWS MULLIONS 2017 FBCR 7/31/2019 FL 14253.1 PLYGEM FIXED GLASS - 2017 FBCR 7/31/2019 FL17676 MI WINDOWS & DOORS SINGLE HUNG - 2017 FBCR 6/16/2020 FUS332 MI WINDOWS & DOORS SLIDING GLASS DOOR - 2017 FBCR 6/16/2020 FL 15353.1 MI WINDOWS & DOORS WINDOWS MULLIONS 2017 FBCR 6/16/2020 FL 15076.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2017 FBCR 12/31/2019 FL 5678.14 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5684.3 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.5 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL5B91.1 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR 12/31/2020 FL 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 10/13/2020 FL 10477.R7 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 01/01/2021 FL 13192.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 13223.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 13265.1 FL4103.1 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 TAMKO ROOFING ROOFING ACCESSORIES 2017 FBCR 12/31/2020 FL 7006.4 I(O SHINGLES 30 YEAR 2017 FBCR 9/6/2021 FL 158.1 CASTCRETE STRUCTURAL LINTELS 2017 FBCR S/21/2022 THIS IS A COMPILATION OF PRODUCT APPROVAL UISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2017 (6th EDMON) BUILDING CODE INFORMATION SYSTEM W W W.FLORIDABUILDING.ORG CONTROL DATE: 01/14/2019 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32780 PH: 407-7744078 FAX: 407-774.4078 www.abdeaWngroup.com L AA M: 0003325 �annn, IP BUDDIV. a Wit SILVERADO LOT #54 BLK #6 ROMOTO 04 .0 2-5406 1[ODZI. 4EBB "1828-CALI" OARAOR BWDMa LEFT PACE: PRODUCT APPROVAL LISTING %150 MPH EXP. B DATE: OS/18 SHEMT D3/19 PRerow'ED GONTR0. JOINT R.awa a eoNRRa JOMrt* Td ME wRED TIED TO LATH • S' Ole MAX (VERT.A Nam, DO NOT PASTEN CONTROL JOINT 70 UA1LL EVEN IF STUD EXISTS BEYOND M4CMPT STAPLES Wr �In USED T CCNrIwL JOIN O TOT. DURING IWTALLATICN FASTENERS TO ME 6PACW e 1. OC. MAX VERTICALLY MAST 3 COAT CEMENT \ TEIR USE, LAYER 4. POR F=R MWLOING PAPER APPROVED METAL LATH PASTENED h' (VWJ 0= MAX AT Suprom WRM LAYER % STUCCO ~ WOOD SMEATMNG 77 4AP MK LATH SMALL ND CIE CCNTMWOU6 .• TO A• TFRSOUSM CONTR\ JOMR* our SMALL —• ME STOPPED AND TIED AT EACH GM PER ASTM CW63 FIROVIDE 2X4 MLOGKING 1J014 PLACED FLAT MAX. 6' TO 6' \ FROM CONTROL JOINT WIN / PA61 TENERS POR LATH t0 BE NAILS O\A STAPLES N CO"PLIAI'ICS w ASTM CW63 CONTROL JOINT FALL6 ON 6T1EJCiLRfAL STUD 2. 9E TIES TO M(NaW E (N0041P WIRE 3. MLOCKNS 6MMIM MAY OE N ADDITO/ TO U1ALL STUDS REOWRRD PER PLAN / Ol FOLD NMe� . P1. A •►aLo OL POLO ►rLAPo . I. Fe & 011[ IM • PT.0 A OasAN • PT. C OL POLO MEMO a PT. A 1 QeAaa a PT.6 notD Nam, APPROVED 011" G ERAP SMALL CIE LAPPED A MNPILM OF 6' a VERTIOAI. LAPS (ROLL ENDS) 4 6' 6 MOR IZONTAL LAM ALL SEAMS NEED TO ME TAP= WITH FORTIMER SLEATNN2 TAPE HIM. LAP a tETAL LAIN \ \ hC X X X� I LATH VERTICAL LAP TO CIE 1' n nTn METAL LATH IT UM LAYER'L 6TECC0 WRAP • AP Bela aar / ( WRM LAYER 7, PORTPIMER \ EUILDIIIOr PAPER I 2 SCALE, I IQ'.I'-o' (4) KIC KO UT DETAIL ® I HOLD NaMO . R. A 1 ewAx . Pr. i s. o6TAw a R. c A POLO Pr. a em alt Pr. 6 TILL PL O 7011016S SOMA, TLANw t� r 0 6orra+ RAID Ylale TlaNr En TOLD, siQ um.aP. Y T411O(s co.Ir CE'!NT PLASTER'wnm ec w COAT a6iNr PLASTai raw om LAYM -2. FORMERR MULDMUG PAPERHrawi oNLTI ERAS LAYER 9 STUCCO uRSAPrRIeAlq oN.T) LAP LA"m OF out"" aIAAP O�wN6RA�NM��Ll1tl��LFL�aMNa,ATOP 6a1�7PR6'S OI�T) I1e.11'6 an aL aXraioi \ DO MALL PLAN" y MAW MIl.4a166raw \ I OSTAIU .1 \ �� I16TAu waouT AT aOrTOM OP 6POP L wLL IMaaa6:iI016 ar"MR pMAT Oda rater aw Olt W07SI. 610E LAPS OF METAL PLASTER BASES SMALL ME SECURED TO PRAMNG MEMMER6. THEY SMALL ME TIRO MRTEEEN SUPPom WITH 0041E-N, (I7l-MM) WIRE AT NTERVALS NOT MORE THAN V f"%-M'TA AS PER ASTM CI661 1J)J. POR REPAIR OP TEARS, N WPM LAYERS,, TEAR* MAY ME PATCHED wMOLISE WRAP TAPE PER MANIA. *PEG OR PEN. 4 *TICK "ATMNG STUCCO � hw'ORE.NE 6. VOR �. 0 ME 1D ONTO PIP[ P OR LESS PIPE PO41TRATICN MO bRAnE E w Mom It 45e.1• CO AND OVERLAP ONE SIDE OF SELF-ADHERNO MO"bRAM — PLA6MMIG CUT AND OVERLAP ONE SIDE OF STEP 01 STEP 02 SER-�� ERNE MEMBRANE Ij' TH 3 COAT CEMENT PLASTER LAYER METAL LATH RM "J"JawW WPM LAYER -2. PORTROM WOW LAYER is FGRTPIOCR MESONS PARR MWLDM PAPER FETAL LATH 00 LAYER'L STUCCO WRM 6L6' MEMBRANEMEMBRANENE PLASMIMS MIG OVER OVER 4'x4' HEI' SELP•ADMERN3 METMRAFE INSTALL MTALL PASTE!!(OLIM. PLASMNM OVER APPROVED EI)OD 6LEATING 6TRAPS, STAPLES) AS MOUSE URAP. ED TO Mcam R-A7lI.IN1 TO IXTMhC ONTO MP! PR'E)I TO PRAMMIG I .^ WOOD SHEATHING OR CMU WREN LAYER h, STUCCO WRAP (FRAME ONLY) J' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WRB A TAPE OVER ROOF/WALL SCREED 5'X5' 'L' TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.T.S. CONT. MEAD CP SEALANT AIR SECTION PER SECTION RRS.T MOMIaf liii aatl OIIII6YM Exter'lar use of poriland cement poster shall w ply whh the eppkdw requtremente of ASTM C 926612A hMalletlon of eAsrior Wip ant SYeklp atoll comp!x with ASTMC11163120. LEGEND DRAINAGE PLANE (WRS LAYER 01, STUCCO WRAP) WRS LAYER 02 (FORTIFISER -------- - BUILDING PAPER) METAL LATH x-x-x-x STUCCO •HMI A _ %///////////// SELF-ADHESIVE FLASHING - - - - - - NOTE: METAL LATH: LATH TO 5E PER SECTION R103.1.1 / ASTM C-841-09, MIN. 2.5 LSE. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) IF alp 1441 N. RONALD RFAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdes*igroup.com AA S: 0003325 ISIS �R.. Tl 0 IP BTJ=IV. at LOT: SILVERADO LOT ##54 BLK ##6 ROJWT# 04128.002-54061 moDIZLT 4EBB "1828-CALI" OAICAGX BVIMG' LEFT PACZ- WALL ASSEMBLY DETAILS 150 MPH EXP. B N rNT pm 01/18/19 BCA M 1/4"—l'-0" Warn" WA1 INSTAL. S' SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FLASHING TO BE, L BOTTOM. 2. SIDES, 3. TOP VENT CAP IS TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE TOOLED SO AS TO DEFLECT WATER AWAY FROM JOINTS. E-Z BEAD ALL AROUND H ,{: VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF BACKER ROD NON -MOVABLE FRAME AND STUCCO I I ONL SID A L S. Y4 CAULKING • JOINT AL I I PER SECTION R708.7 EAwW InIlI g and PlaafarkHO BACCER ROD I I Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 92612A. i Installation of exterior lathing and franing shall comply with ASTM C 1083-12A WRB LAYER M, I`. STUCCO WRAP HOODED VENT THICK, 3 COAT CEMENT l PLASTER METAL LATH WRB LAYER 42, FORTIFISER BUILDING PAPER WOOD SHEATHING n DRYER VENT (FRAME) WOOD SWEATHNG LAYER M, STUCCO uARAF' LAYER R, PORTPISER WOOD BIIq.DMG PAPER CCNBTiICTION At" METAL LATH aVINYL CASING HEAD W RAISED BAND W WDE STRIP SELF ADHESIVE FLASWM, CLEAN MASONRY BEFORE APPLYING Z FLASHING STONE VENEER OVER SCRATCH COAT HORIZONTAL WEEP SCREED W %STONE VENEER (FRAME TO BLO a LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 1'2 (FORTIFIBER ------ BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-S41-0S, MIN. 2.5 LBS. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHIW-s UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT 4f TOP J SIDES 6B DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH WALL 6' SELF ADHESIVE — FLASHING (INSTALL PER MANUP. SPECS.) BUILDING PAPER — UNDER 'QUICK FLASH' ELEC. METEF VERIFY LO r _ — — —I I- __� A VENT PENETRATION SCALE: MTS, STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION ELEC. METER FIELD 1 VERIFY LOCATION CONSTRUCTION WOOD SHEATHING WRB LAYER •I, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER THICK, 3 COAT CEMENT .ASTER �—Y*' TO Y&' MID -WALL WEEP SCREED b' SELF-ADHESIVE FLASHING WOOD FRAMED WALL HORIZONTAL WEEP SCREED (FRAME TO FRAME) APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYSLEND FOAM -('GREAT STUFF' OR SIMILAR) APPLY A SILICON 77 BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRIS LAYER h, STUCCO WRAP WOOD SHEATHIWa CUT SUCH TWA NO MEMBRANE ENTERS BOX. APPLY TO FAf EDGE APPLY E-Z SEAT OVER 60 MIN GRADE 'D, FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS .—WOOD BEEATHMG LAYER mod, FORTIFIBER BUILDING PAPER METAL LATH WOOD l/S:T�XTUII ION OD CONSTRUCT��FNI • FASTEN TO WDSTRUCTURAL MEMBER III VOL. MAX a' CMU ')fH' TO Il' MID -WALL alEP Y.!lEaD ADHESIVE FLASHING, CLEAN MASONRY EEPORE APPLYN I HORIZONTAL WEEP SCREED 9 (FRAME TO BLOCK, STEP #1 WRB LAYER sl, STUCCO WRAP CUT 'X' INTO SELF -ADHERING MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER h APPLY 60 MIN - GRADE '0' FELT OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP `WRIS LAYER e2, FORTIFIBER eUILDING PAPER STEP *3 STEP 04 ELASTOMERIC COATING OVER STUCCO/ Ox FINISH ;&METAL (SEE TYPICAL WALL SECTION) LATH STEP *5 STEP #(, OELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdeskoWup.com AA A: 0003325 ,anon, SILVERADO LOT ##54 BLK ##6 PROJRCT#4 04128.002-54061 acoaar.: 4EBB "1828-CALL" GARAGE OWWO: LEFT PAOE: WALL ASSEMBLY DETAILS 150 MPH EXP. B F /18/19 "=1'-0"2 WOOD SHEATHING EXT. WOOD FRAMED WALL COLUMN 6HEATHUNG WRS LAYER'I, ATTER RESISTIVE STUCCO WRAP SUS -FLOOR DECKNG ' : BARRIER 01 . 3' X 3' 2b GALV. 7 UEATHER RESISTIVE WOOD WRB LAYER ?, FORTIFIBER PRE-ENG'D TRUSS PINION LAYER (2 LAYER METAL DRIP EDGE DRIP BARRIER ? CONSTRUCTION 15UILDNG PAPER SET M FULL BED OF PEEL 4 STI:TofLljIMULAJTED -_ IYi HAT C44ANEL ;• THICK 3 COAT CEMENT PLASTER T MR b' PEEL SPACE FROM RIP bPEEE I STItfX WAi' TYPE x' DRYWALL BARRIER 11 STICK DFACE �Q b' S". • TOP OF WEEP SCREED WEATHER RESISTIVE TO TREX EDGE TO 116'X3' 'L' PLASHING - TO SHEATHING BEHIND WEEP SCREED ,\ MRRIER ? DECK FULLY EMBEDDED 4• POSITIVE DRAM j' THICK 9 COAT CEMENT PIES IN OF CEMEENGALV. WOOD SHEATHING WEEP SCREED PLASTER Jj'RX % METAL LATH 1 GAP FOR BACKER METAL DRIP EDGE WRB LAYER �, t STUCCO WRAP f - _ �\ 'WOOD WOOD SHEATHING I )FXI %' P.ROD SEALANT )+ GAP FOR BACKERPLTHICK SEALANT K SET IN FULL SED OF COAT CEMENT ` fTR CANTI4AOUVNYL CASNG BEAD ROD SEALANT : tSPACE F ROMI RIP AB R3 ; _ ltrA� �\ i b' SELF-ADHERENG WATER PRMt I WEATHER RESISTIVE VINYL CASNti BEAD RACE TO TREX BARRIER RESISTIVE / BARRIER I •TOP OF WEEP SCREED LATER (2 LATER MEL 4N,/ STICK) FROM $ WEATHERR RESISTIVE i I:t TO SHEATHING BELOW DRY WALL WRAPPED BALCONY DECK TO WEATHER RESISTIVE WATER PROOFING 4t .F !:• DARRIER ? t c. UPS LAYER h, i' THICK, 3 COAT CEMEM CANTILEVER '• wi .190 �RRIER ? LAYER (Y LAYER PEEL 4 STICK) ruXr nwa.'•Yv� EXTERIOR COLtPtJ COLUMN SHEATHING t STUCCO WRAP 4' POSITIVE DRAM uooP arsXzon ___ _ _— PLASTER 6 PEEL STICK • DECK MEMBRANE, VNYL CO Rap 6EAD DRIP EDGE TO DECK EXTEND OVER DRIP PEEL STICK b' SAP. ^ _ WRS LAYER 'J, FORTIFIBER NO GAP M PEtLD VNYL CASING BEAD SUs FLOOR EDGE 116k3' 'L' FLASHING i m SUILDSY+ PAPER lSFIOIW FOR CLARFICATION CIF ®® 3' X 3' 26 GA GALV. 8UD FLOOR RALLY EMBEDDED IN SEPARATE ACCESSORIES ONLY) METAL DRIP EDGE ROOF CEMENT ;; i,.: �'�;•ya.':.':;c:•'. :. b' SELF-ADHERENG SET AN SEALANPULL DEC)nOF )f' DRIP WRB LAYER h, FLAS14M WRAPPED 11i'XI 9♦' P.T. OR SIMULATE WOOD (TREX) FILLER SPACE FROM DRIP METAL EDGELv. SET M FULL BED OF STUCCO WRAP v �` • CORNER OF CANTILEVER CONTINUOUS FACE TO TREX SIMULATE IUOOD SEALANT,V MIN. AMICO AMir-uFWC-1A0 �`` a I 4• POSITIVE DRAW n��rr wr�wen - --- )s' GAP FOR BACKE VINYL CASING BEAD (TREX) IL ®R CONTINUOUS SPACE FROM DRIP CUSTOM CASING MAD ROD SEALANT WATER PROOFING lot Y: GAP FOR SEALANT PACE TO TREX VINYL RASING - ` - FINISH LAYER l2 LAYER LAYER (2 LAYER PEEL A OPT. SACKER ROD. PEEL tILIENT BALL WRAPPED FROM MIODFlED � M to WATERPROOFING NO GAP N FIELD DRIP 3/4 RESILIENT BALCONY DECK TO LAYER (2 LAYER PEEL 4 E STICK) WRAPPED FROM (SHOWN FOR CLARIFICATION OF @RAINTILEVER""'T C`U" L C' THICC, 3 COAT CEMENT 14AT C44ANJEL BALCONY DECK TO SEPARATE ACCESSORIES ONLY) EDGE PLASTER VINYL CASING BEAD CANTILEVER CASING BEAD METAL LATH J' THICK 3 COAT CEMENT S/S' TYPE 'X• DRYWALL WOOD SHEATHING PLASTER N Z E O 10 A DTL. ® CANT. U•EAT14ER RESISTIVE FINISH RED /PANTED EWRRIER 9 S/S' TYPE X. DRYWALL METAL LATH SCALE. I I/i .r-m LEGEND- FINISH `� FINISH URED PANTED WEATHER RESISTIVE FINISH WOOD SHEATHING il' THICK 3 COAT CEMENT SAPPIER ? DRAINAGE PLANE (WRB CASTER 4' POSITIVE DRAIN �' THICK 3 COAT CEMENT 4• POSITNE DRAN ..sEP aReeFn WEEP SCREED NOTE • VINYL [I�IRAIER BEAD '- PLASTER N FIELD LAYER "I, STUCCO WRAP) VINYL CASING BEAD NO GAP IN RIELD VINYL GOIaIER eEm (SHIouN FOR CLARIFICATION OF METAL LATH: LATH TO BE PER SECTION (SHOILN FOR CLARIFICATION OF VINYL CASING BEAD SEPARATE ACCESSORIES ONLY us R-103,11 / ASTM C-847 -OS, MIN. 2.5 L55. WRB LAYER "2 (FORTIFIBER — • — • — • — — SEPARATE Arr 66OWES ONLY) ut PER SQ. YARD (UTILITY OR NOMINAL BUILDING PAPER) BALCONY DRIP BALCONY DRIP 7E 11A EDGE INSTALLATION 11 EDGE INSTALLATION 0 COLUMN O LATH DOES NOT MEET SPECIFICATIONS) METAL LATH x—x—x—x (W/"L" FLASHING SCALE. NTS WOOD CONSTRUCTION STUCCO WOOD SHEATHING BARRIER WOOD SHEATHINCz 2x FRAMING MEMBER WRB LAYER �, STUCCO WRAP 3/4 RESILIENT ATHER RESISTIVE HATC.HAIWEL S.4RRIER? 2' THICK, 3 COAT CEMENT WOOD SHEATHING VINYL CASING BEAD SELF-ADHESIVE FLASHING — — — — — PLASTER URB LAYEAc JT�TER3 COAT CEMENT 2 I/2CR BEAD BUILDING iS/a• TYPE 'x DRYWALL METAL LATH FASTENED TO SHEATHINCsSTUGRIS GAOYWEI�ApWlTEx7uREp 4 PAINTED UJDOD SHEATHING- ®I' O.C. MAX.METAL LATFNISH THICK 3 COAT CEMENT (2) 2XI2 HEADER �T�C 3 WRB LAYER n, FORTIFIBER PLASTER jBUILDING PAPER WRB LAYER "I,VNYL CORNNER BEAD 4' POSITIVE DRAM j`STUCCO WRAP FLASWING METAL LATH 3 THICK, 3 COAT CEMENT VINYL CASING BEAD NO CLAP IN FIELD ' WOOD SHEATHING 1 rEXPLODED �IEW FOR PLASTER (SHONN FOR CLARIFICATION OF '1 CLARITY) SEPARATE ACCE880RIES ONLY) METAL LATH DRIP GAP \ 11 D TI P EDGE A INALLATIO WRB LAYER 02, FORTIFIBER BUILDING PAPER WINDOW FLANGE 14A CORNER BEAD Ca? FRAME UJ�L R"I, ONSTRUCITON WR=_ eTuccQ}II{\AP wco0 C WEATHER RESISTIVE 2 I/2' �Ik UM LAYER '2, FORTIFIBER I:iJSDIV. � LOT SILVERADO LOT ##54 BLK ##6 PRDJWT/U I 04128.002-54061 moD2DLt 4EBB "1828-CALM" GARAGN 8WDFG: LEFT PALM: WALL ASSEMBLY DETAILS 150 MPH EXP. BARRIER 9 CORNER BEAD B PER DUILDINCs WEAT14ER RESISTIVE (FASTENER 4 SPACING l' O,C.) PAARCHRECTi !! STATE OF FLORIDA METAL LATH ■ i t VNYL CASING BEm THICK•:: i i S CHAT CEMENT PLASTER�' THICK 3 COAT CEMENT S/S' TYPE 'X' DRYWALL METAL LATH PLASTER i WREXTURED A PAINTED WOOD SHEATHING ' PINION i7'SELF-ADHERING ' J' THICK, 3 COAT CEMENT NEADEPAWAM CMU FLASHING i.: THIC PLASTER i VINYL CORNER BEAD VINYL CORP 41 P ASTER A WED EMEN7 DRIP CAP AR NO =7ABOU23 � POSITIVE DRAM .i�se areemv DIRECTLY TO MASONRY WINDOW FLANGE P1ls01 18 19 VINYL CASING BEAD NO GAP INFIELD DATOT>� � / ' (SHOWN FOR CLARIFICATION OF INICALM 1/4"=1'-0" SEPARATE ACCESSORIES ONLY) �q B CORNER BEAD ® BLOCK 15B CASING BEAD ® WINDOW 11 DRIP EDGE INSTALLATION ( FRAME. NO BAND) >lzNA�s'r - - --- ---- WA3 Y; GAP' TYP J' THICK 3 COAT CEMENT �✓ 1' THICK, 3 COAT CEMENT WOOD SHEATHNG CASINGTRIM METAL TO METAL LATH SEALANT PLASTER 1\ 1X TRIM MEMBER METAL LATH WRB LAYER h, 0 STUCCO TO i STUCCO WRAP 81DING TRANSITION WRB LAYER R, FOWPIMIR 1 WOOD SHEATHING BUILDNG PAPER r. WRB LAYER "2 FORTIFIBER SIDING WOOD SHEATHING BUILONG PAPER �' ! ..i WRB LAYER 01, METAL LATH STUCCO WRAP I WINDOW FRAME A( WRB LAYER'2, FORTIFIBER BUILDING PAPER I g WRB LAYER 9, WRB LAYER R, THICK 3 COAT CEMENT ! WRB LAYER 02, FORTIFIBER STUCCO WRAP STUCCO UIRAP PLASTER BUILDING PAPER E-Z BEAD VINYL CASING I b'SELF-ADHERING CASING BEAD I (W/�i(e' FLEXIBLE PVC BACKER ROD) FLASHING METAL LATH 1' THICK, 3 COAT CEMENT FL SHINds OR PEEL VINYL ANGLED .!EXPLODED 8 FLASHING OR PEEL < STICK CASING BEAD VIEW FOR PLASTER SIDING TO STUCCO i I WRB LAYER 9, STUCCO WRAP, I CLARITY) I WRAPPED AROUND FRAMING CASING BEAD ; MEMBER 18 I b' SELF ADHESIVE FLASHING ' DRIP GAP (CROSS SECTION) WINDOW FLANGE WRB LAYER h, WOOD SHEATHING STUCCO WRAP '1 2X FRAMING VINYL ANGLED *' WO DCONSTRKTION \\ MEMBER DETAIL BELOW EXPLODED WRB LATE A wDoo eHeA ` FOR CLARITY / R 82, FORTIFISER r:g i �R1,l�IetIVE �-------------------------------------------------"'' BUILDING PAPER :;' : RESISTMEi - METAL LATH ". ,j� lx�Y. APeloa�c �,� i Raao .:-----------------------------------------------------------------ICK, -----------MENT THICK, 3 COAT CEMENT i. ;;'.'. °' SELY-ADHER°�° a' THICK 3 GOAT CEMENT PLASTER i R°°NA1Qt < �� I eAent ��sletrvE j Ya' GAP TYP PLASTER �. %.,': . CASING BEAD STARTER STOW / `� LLl�AT ERR FWANSTW! SEALANT 70 WINpoW METAL LATH FLASHINGFLAAWING DHERING ;.! an ( I W SELF-ADHENINS CMLV'D METAL I I 6ALVO MTAL •r FLABHMli , WRB LAYER 62, FORTIFIBER bRIP CAP 'z'ti�� I BUILDING PAPER 1 �Snee°R � \ I WINDOW FRAME ' WINDOW FLANGE ; WOOD SHEATHING ; CASING BEAD ® WINDOW �` x // `a,R 15C (FRAME, W/BAND) `:, �� / OR APPRCVlD SEALANT i' QAAyQ, OEBt2 SIDING TO STUCCO I WRB LAYER "I, stucco WRAP ® BLOCK TO FRAME I I I WOOD SHEATHING 9 TRANSITION I b' WIDE PEEL 4 STICK I I OVER FLANGE WINDOW FLANGE ; METAL LATH NOTE: { E-Z BEAD VINYL CASING METAL LATH: LATH TO BE PER SECTION I 2X FRAMING (Wl%* FLEXIBLE PVC BACKER ROD) WRB LAYER "I, R103.1.1 / ASTM C-841-OS, MIN. 2S LBS. ; MEMBER ' STUCCO WRAP WOOD SHEATHING PER $0. YARD (UTILITY OR NOMINAL 1 'APPLY FULL BED OF SEALANT BETWEEN A' LATH DOES NOT MEET SPECIFICATIONS) BUILDING FLANGE 4 BUILDING WRAP WRB LAYER 02, FORTIFIBER WRAP BUILDING PAPER - / i wowC NMTNXTION �-' -------------------------------------------------------------------------------------------------- WRB LAYER 01, �Y�D FLAWMADHcRMIs THICK, 3 COAT CEMENT— EMENT STUCCO WRAP WOOD R VE ,/� I UlATIlRREBIenvE PLASTER WEATHER DAMON �«.T�. ,-�/ �, 16A EZ BEAD WINDOW CASING WRB .1li LAYER 02, PORTIF15ER �e"p1'"' I � i BUILDING PAPER a eELP-ADHeRNeDAMON VINYL ANGLED , rLAeHMIs a �� / WEATHER RE"TPA CASING BEAD VINYL CASING BEAD METAL LATH erARTEReTRIP G;ALV"DMTAL I 1 W .LAe"MIS (EXPLODED J" THICK, 3 COAT CEMENT VIEW FOR PLASTER °""°�TAL ''" ' DAMON-1TOL P LEGEND 2' LVD MIT WEATAR M SI LAP CLARITY) IUx S. At R e nlra LAGWNADOVE TOP M1 Or 'r RAWM6 9aJNLd2_Y=_CAft& ul . X 6 M hLA t DRAINAGE PLANE (WRB 'I. j ^'O // I ULP-ADWERM LAYER 01, STUCCO WRAP) ti�M1ON HSR6 \ I 1 FLA°"N6 WRB LAYER 02 (FORTIFIBER — — — _ TN1O�iASGTETER `i� ` ORAPPRD�SE`ACLA BUILDING PAPER) WEATHER RE010itvE {', MATFER RMSTIVE CASING BEAD Ca? RAISED OATEN °°I°"°"PLUSLe METAL LATH x-x-X-X wEAT1iR REeIeTIVE E-z eem vM�n eAen,rz DAMON 9 �p�ACKEI! ROD) PYC STucco 17 A BAND (FRAME) SIDING TO STUCCO 1181ATIiR REM°TIVE SCALE: 1 I/2'=1'-fd' ® FRAME TO FRAME DAMON-2 WOOD SHEATHING TRANSITION - 9 SELF-ADHESIVE FLASHING — — — — 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH:407-774-6078 FAX: 407-7744078 www.abdmigngroup.wm AA 8: 0003325 N 8 0 sysDiv. as LOT: SILVERADO LOT ##54 BLK ##6 PROJMT 04128,001-54061 AwDSIA 4EBB "1828-CALM" GARA0I4 BIWIWOT LEFT PALM: WALL ASSEMBLY DETAILS 150 MPH EXP. B D 01/18/19 scALM 1/4"—l'—O" ssiicsa' WA4- �\ 2x& SUB-BANb W/I'x4' NOTCH B END, WRAPPED IN PEEL 4 STICK DRIP EDGE 1'\ 1/0' TEXTURED I FINISH • WOOD I �� 1/2' TEXTURED FINISH ® CMU METAL FASCIA \� WRAP Ye' FROM STUCCO, 1' FROM WOOD WALL EXTERIOR WALL (FRAME OR CMU) VS' TEX14R@D FINISH • WOOD, 14' TEXTURM . FINISH • cm x METAL LATH x x x x x x x x METAL FASCIA WRAP WOOD SHEATWING x x x x x x .. si J� OR CMU x x x x x x l WRB LAYER M, STUCCO WRAP(FRAME ONLY) x x x x x x x x x x x x — WRB LAYER 4, FORTIFIBER x x x x x x x x x x x x BUILDMG PAPER (FRAM! ONLY) x x x x x x x x x x x x x FRAME OR CMU 2x6 aue BAND ROOFS CBh6NT x x x x x x x x x x x x x x x x x x x x x % FELL PAPER DRIP EDGE x x x x x x x x x x DRIP EDGE x x x x x x x x (REFERENCE POINT © FLAN S METAL KICK OUT x x x x x ONLY • FOR WALL OFF x SET OF COMPONENTS) �\ NOTE: NOTCH FOR 2X6 \� SUB BAND ONLY ROOF KICK OUT REMOVED FOR CLARITY \� ROOF DECK (BEYOND) 00 `\ DRIP EDGE, I' OFF WALL 7,211114741724 (NOT INTO STUCCO) I 11/8' TEXTURED FINISH A WOOD, 1/2' TEXTURED FINISH 9 CMU 2x& SUB -BAND W/I'x4' NOTCH e END, WRAPPED IN PEEL 4 STICK ®ELEVATION METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL ®PLAN A PRE-ENCs'D TRUSS TO BE CUT • WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-O' SCABBED TO TRUSS W/126 NAILS 6'-S' O.C. MAX, 2x SUB -BAND W/I4'x4' NOTCH ® END AL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL 3• x x x X', x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x i x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x SUB BAND DETAIL ® WALL W/KICK-OUT METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/Wx4' NOTCH END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/14'x4' NOTCH s END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT • ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407.7748078 FAX: 407-7744078 w .sbdesI9n8rouP-c0m AA A: 0003325 a O E F-summ t>a LOTs SILVERADO LOT #54 BLK #6 P1 OMWTP 04128.002-540611 MODZIU 4EBB "1828—CALI" GAAAGa sTIMck LEFT PAO>Q: WALL ASSEMBLY DETAILS: SUB -BAND 150 MPH EXP. H 4" CONC. �OSL�A.e TT OP OF 0 sLAB 10'.A" 28'4r 3t4" 15'-1(r 9'45' 9'-8" '-4" — 1 — — — 7 — FM-12X12 — — — — — — FM-12X18 — IS 4" CONC. A I SLAB F-24X24J 11-0. +3 IQ t0 1.1 EXTEND FM-/2X18 i SLAB 1 1/2" 1. I , I I I I �4TOP OF I. SLAB i5 ILL I I I •I I �I I I I LLI I I• I I 4" PVC I L CHASE TE•1 1.1 — — — — + 5 112 4-1 ,• 13� 5 I I . ILL o I I EXTEND 2 1• SLAB 11/7 1• -- 4"C11C FM-12X18 Iri SLAB 3,1„ I INa -3,2 �.77/2 g) a 2 J MC-12X18 FM-12XIS FMC-11- FW 2 1i L1.1 FM-12XIS 1.1 4 4 2'-8" 18'-0" 2'-8" X-10" 10'-7 21'4" 4'-4" 14'-0" 39'4r FOUNDATION PLAN SCALE: 1/4" = V-0" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +-0'-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-0'-0", SEE SURVEY PLOT FOR NGVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAM AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1r2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. S. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOWVDOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. I I INDICATED #5 BAR, BNDICATES #B BAR, ODICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90" HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (05 = Mr, #8.38'), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE 05'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I.53043/ASCE 5.13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I.530-13/ASCE 5.13, USING: Fm = 1,500 PSI, TYPE "M" OR'S" MORTAR, ASTM C476 GROUT MW PSI), UNITS LAID IN RUNNING BOND, 16, WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER J OF SLAB SUPPORTED 3'-0" O/C MAX. SEE PLAN FOR WWM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, Mh EDITION SLAB SCHEDULE SLAB THICKNESS I REINF. I REMARKS 8xB W1.4xW1.4 OVER GENERAL 3 12' B MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 3a' LEG EACH WAY. MARK I WIDTH I LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG TEA 8" SEE PLAN ,a' - s FMAN12 12• CO TINUOUS 17 2) #5's FMAN18 1 CONTINUOUS 18" 2 #5's +a-0" FM-16x,8 18' CONTINUOUS IS, - ( 's +a•.a' FMC-12x18 17 CONTINUOUS 19, - ( kVARIES F-24x24 24" 2 r 12' s (-)0'-4- 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdmWWoup.com L AA #: 0003325 L1111111, OVt3Dm a Lo SILVERADO LOT #54 BLK #6 PllOJOcTN 4 02-5406 IWDZU 4EBB "1828-CALM" GARAGs OWING: LEFT PAGO: FOUNDATION PLAN 150 MPH EXP. H DATM 01/m/19 scAm. 1/4"=1'-0" slum= si 30" MIN. EACH WAY e MONOLITHIC FOOTING • Z STEEL REINFORCING IN GROUTED i 2 I, STEEL REINFORCING IN GROUTED ' _. Q CELL SEE PLAN FOR SIZE AND d a CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS �. u o: SPACING REQUIREMENTS Y "'-.+—..'r.•- GARAGE DOOR w U w �q� RECESS < •. 1 FM LU m¢^� O( i B" CMU WALL O b 8" CMU WALL ? + -U4, � , CORNER BARS, SAME SIZE AS BAR . _.) I 1 IN FOUNDATION WITH 30" LEG EACH Lu IllB' W U +- WAY AT ALL CHANGES IN DIRECTIONS N N TOP OF SLAB TOP OF SLAB I ..• SO THAT THE STEEL REINF. IS CONTINUOUS -dy-.-e-+ ,----� ',I MATCH AMOUNT OF CONTINUOUS BARS CURB FOR EXT. PORCH 3LAB W/ 1/2" ISOLATION ^ S ESLAB SCHEDULE BAR SIZE 4" CHAMFER(ISTORY) #3 EXT. PORCH SLAB .may - SEE SLAB SCHEDULE TOP OF GARAGE �I•I. ILL '"o. CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE Z;O. MASONRY UNITS SET AT ELEV: JOINT (WHEREi } 8" CHAMFER (2-STORY) #4 W/ i/2" 180LATION 4" CHAMFER (I -STORY) 6" CHAMFER (2-STORY) K.IN 0'4a' APPLICABLE) i SEE SCHEDULE WxD, BAR SIZE #5 JDA 742, JOINT (WHERE APPLICABLE) a i EE SCHEDULEFOR i ° NSITIONS ARE MADE FROM FOUNDATIONS HAVING #8 FOR WxD, BAR SIZE Z DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AND BAR QUANTITY e7 ,N AND BAR QUANTITY NUMBER OF BARS (is. 2 TO 3, PROVIDE 2 BARS), UNO EXTERIOR MONO -FOOTING 'EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 scALE:a4"=�'-a' sCALE:a4"=1•-o @ GARAGE CORNER BARS DETAIL 3 DOOR OPENING 4 scALE: &4•=r-m SCALE: as"=V-a' I S NEW REINF. BAR SECURED W/2-PART 2" CAPPED EPDXY. MIN. EMBED GALVANIZED PIPE Q 8", UNO W/FLANGE Q BASE ¢ p FOLLOW ALL MANF. FOR um) USE AND PREPARATION PREPARATION OF Z HOLE. SECURE FLANGE TO W sIAB W/(4)1/4"X21/4" TAPCONS ro 0'QO 4" CHAMFER (I-STORY) 8" CHAMFER (2-STORY) ADDING BAR TO 5 BOLLARD 6 MONOLITHIC FOUNDATION SCALE: 3/4"=1'-a' SCALE: 314"=1'-0" STEEL REINFORCING INGROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS i OIL Lu _U e p co 8" CMU WALL b M ? TOP OF SLAB E SLAB SCHEDULE Z i - :� "ISOLATED" COLUMN PAD ° 4RED UNDER WALL AND 7WMXD, D MONOLITHICALLY WITH rATION AND SLAB �, SEE SCHEDULE ZE I AND BAR QUANTITY n COMBINED EXTERIOR MONO - FOOTING AND COL. PAD 10 SCALE: 314"=1'-a• 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32780 PH: 407-774-6076 FAX: 407-774-4078 W ww.abdesignoro up.eom AA M: 0003325 rlillill anon, avansv ee LOT: SILVERADO LOT #54 BLK #6 rnoj=T# 04 02-5406 moDzu 4EBB "1828—CALM' oA tAoa BWMWO: LEFT PAOL: DETAILS 150 MPH EXP. B DOWEL PLAN SCALE: 1/4" : V-0" 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 wwwabdosWngroup.com L AA 8: 0003325 anon, BUNDM & Lot! SILVERADO LOT #54 BLK #6 P1to"=T* 04 2- 406 MODEL: 4EBB "1828-CALM" GARA08 8WING: LEFT PAGE: DOWEL PLAN 150 MPH EXP. H 19 DumT A 01/18/19 SCALE: 1/4"=1'-0" s 1. 2 TIE VERTICAL REBAR TO HORIZONTAL REBAR W/70'HOOK GROUTEDBOND BEAM — VARIES PER ELEV. ° Z lV < #5 BARS FEI a� CLEAN OUT REQUIRED K FOR INSPECTION m K 0'- "FIN. FLR. .�. :•a .' TIE VERTICAL REBAR b TO HORIZONTAL . REBAR W/ 10' HOOK —` BAR SIZE 48 BAR DIA g > #4 24„ CMU UNIT DIMENSIONS ap ARE NOMINAL SIZES ;p5 30' O az' HORIZONTALNERTICAL 0/ 3 MASONRY SYMBOLS �l SCALE:3/4'=l'-a' REINFORCING SCALE. 3/a^=r-a' J 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdeslgng'oup.wm AA M: 0003325 amm, atnoDIV. a LOT: SILVERADO LOT #54 BLK #6 PROJECT# 04128.002-54061 MODEL: 4EBB "1828-CALM" OAAAOX 91"NO9 LEFT PROM- DETAILS 150 MPH EXP. B FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 W (9) lod x 1 10 HDG NAILS. SMALL JACKS c 9' MAY BE NAILED W (10)d x 1 iq" HDG NAILS, CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 1 Od x 1 112" HDG NAGS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ 10d x 1 1/2" HDG NAILS, FILLALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 8. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEWAND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S38, .177" " x 2 7/8" LONG, WITH WASHER a 18" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN! DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM (Y-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.O.A = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (psi) N?XH REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 8x6 1 #5 NIA GROUTED SOLID "CAST-CRETE" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST 8 PRESTRESSED U-UNTELS SAFE LATERAL 8" PRECASTS PRESTRESSED LOADS FOR U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST 8 PRESTRESSED U- LINTELS 0\ SAFE LOAD - POUNDS PER LINEAR FOOT *--4 - SAFPL OAD 040-- SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGam TH go= el►1a woo wso 14a alra was aaa ■044e owls tva4a aru,e 41" aoala TYPE LENGTH 9lM RCW TYPE LENGTH mw eesa rum o,fef WWIT lover atow ,I►4Par atb1T ,tI7114a vow wmwr smWIT gear rd M PFEDW 2231 m me elmme 4w meal mtl"'mtm PRSC N29 AIT 1028 /02t 1191 rr (42� PRECAST aes fw oet M Ma 71M fees 411a oils no on ,os, Iles es11 as as as 4w sm Mae nal 4'a M PPtECAST rose net 4m 1w rw Ma 4'-0" (4P) FMCMr I 701 7a 1301 #-r M PRECAST oa ss m as 4m as as as 4m 11118 nq w4 wo Ito tees fee some sm 4m we 11es 1'd 1147 PRECAST /1a tm 2111 meM " 4w elm ,,w 4t4' (1#') 1RSGAIT 100 W1 tOT3 4'4t PRECAST law " sop w1 4m 4N1 11e ales 4m IH13 na an tow Ito Nm as fM em 4m 4N1 em PR11 w 1217 "so Is" ramie Soso sees 4m �, R#9 PRECAST 411 41t 745 Q 1' (04') PRECAST toes as aes M aM 4m m toes me tram tree 1a 3w 4m 9-17 (f0� F7iEC+187 1082 tw It" ,m fop am as 1m �p �) PRECAST 810 88i 818 6'dB' (7B') PRFCAIT m aes M some 41es to as sfp rw 7m pa w 1a7 foes eses Mil am 410 fa" (707 PFIECABT y06 ,ao m77 om 1 an 4m 17e1 0'6' ('a') PRECAST Wi 721 400 for (M PRECA87 m 2w tm 17r om aM ow "a m UW 1w 1es fro aM 10 r8' 010'1 PRECAST 741 tall tm fw as as mt me r4f On PRECAST 424 a4 383 r4" Pn PRECAST m as 101 tm art em ow ,w# sae 7n tm tm as fm ac sm (111"). PRECAST 0B4 m 1m tm no Im an Iles 1t4' (112� PRECAST 828 E14 230 Sd' (11Yj PREOAO'T w to 106. Ma mil 70 tm as aM em m w m 1m tw 1m some no (,� PREC118T N6 m m oaf an 2m mes 1016' n2r► PRECAST Sob 401 7W 184r (12s) PRECAST m ae m , , w11 m lies sop 1a sw as m w 1m tat lest so• aN 114• (130� FMiECABr a2 m w lm /m fw Stu 4m 114' (131"► PRECAST 210 432 114 ,14• n3e� PRECAST sx w m tm 1711 m m some tw fm sm 4m w m fen mow f1w 1" t41 PRECAST ( 7 337 m m tw /w em me esa tzo' nM7 PRECAOT 244 4D2 1ST t2b" (144� PREGBT m 4es 121 m , ,m w m sl "H some ar am no m m WE 13W (tW9 PREGIST 2a at 7a tm ,4a ale 110 fm ,r"4 (IM PREWAT 217 324 110 134" nW9 PRECAST 4o m In 715 w 1 ,w at m toms tm tm some ter m 4es m im tw 14'4r n8n PRECAST 279 424 m oa 1w eel — some 1f-07 nor► F1tECA8T 2/5 2a 100 ud ner► PREd1BT w m m 7a m 1m 49 m +some ,m ten mil ar 40 4m m "a Ns u'd (t79') PRESI Nx M m m m m m m 144` n70) P1®TREaED N.R. 294 01 uw (IM PINWRCENED m w w m w m m m m m lift t1a 4es NR tm 1m m< at7 MR 184' 1849 PRm1m 1R ( MR m NR m m m 11" (111" PMTA1MM NJt. 211 a I" no#9 PIMBTRMM m w all m m on A w sosj m ww.J1m Mt tw 4" 7% 1tm ,m some mt ws 174. 1298'1 P EED NR m m NR m m I" am P8311 NA 194 04 174' am711681R13>8® w 1e w m 4es m es1 m m m ,at m w3 me no m m ,m ale sona we (2,7') PRD'IRBIW Nitm let m m Ile m m NR 181` On PA1E7 RUM NR 148 12 we mil PR®1 Loom m so m m m w j 4a m tw w so ter tto m too +w tw ,m m1 21'{ Wn PA0111iF91® �' m m m m let m 21 C Om PINES! 1� NR IN 42 2tw on PRffi� to w m m m m m to m m m Witt tm tm (20#') RR 710 40 �'-0" 7 P to w m 1n m w m m w m m m tm m �� 7 Pt NR m it m m m m ,es m m ime tat m tm w m m 1a m 4sa m m w m m 4a m m 24'4r (M1') PRWIPE91® NA m m m m m m 244r on PAW71OM N.R 11 a 2410" On PRE MWM m m m alm m RIM m la m m w w tm tm (#) THE NUMBERS IN PARENTHESIS REDUCTIONS FOR GRADE 40 FIELD ARE PERCENT ADDED RESAR. (#) THE REDUCTIONS NUMBERS IN PARENTHESIS FOR GRADE 40 ARE FIELD ADDED PERCENT REBAR. •ALLVALUESTAXIN PROM IF6D E LOADTAMSYCASTCRETE MAY2118 EDRIDR-PFIECAST PRODUCIEBYOTHINTneQTOR MMVAUMSTATEOMM •ALL PRECAST PROOUCISARE TO R WTALLAD P01A MAFNFA TURESZ C' ATpNB -PROVIDE 11116111.41,11" OF SEARM PAST EACH aIS OF WRIMOPENM PRODUCT CONTROL NOTICE OF ACCEPTANCE F. E.C. P. CORPORATION-CASTE-0RETE DIVISION ACCEPTANCE #: 16-0126.03 1 ♦♦ 1 � 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1� ILL 1 1 1 1 1 1 1 1 1 � 1 1 �♦ 1 1 ♦ I ♦♦ 1 ; 1 ♦ I ♦ I 1 ♦♦ i 1 ♦♦ I 1 ♦♦ 4 1 ♦ ♦ 1 ♦Y 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 i 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 1 1 '1 1 �I 1 1 1 1 1 LINO, PROVIDE BB1 WHERE ROOF TRUSSES BEAR, TOP 1 OF WALL EL, 8'-8", UNO. 1 1 1 r-----T 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 8F28-iT/OMIDB 1 1 L------------ 1 ♦♦ 1 4# 1 ♦♦♦ I ♦ 1 I A ♦♦♦ 1 ♦♦, 1 I 1 1 ♦♦ 1 ♦♦ 8RF14- ♦ ♦♦ 1 ♦ 1T/0M/0B ♦ 1 1 1 1 1 1 ♦ ffRF- 8F18-1T/OMI08 1 LIFT BEAM PLAN SCALE: 1/4" = V-0" 1.441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngroup.com AA #: 0003325 O a i La SILVER 'DO LOT #54 BLK #6 PI�OJ>oCT111 04128. 0 —54 1 1[ODaIs 4EBB "1828—CALI" GARAOR BWDM. LEFT PAGE: LIFT BEAM PLAN AND NOTES %150 MPH EXAR H ff PRINT DATO 01/18/19 Blue= S2 #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10' HOOK 30" TYPICAL #5 BAR IN BOND BEAM CORNER REINFORCING OF BOND BEAM 1 SCALE: 3/4"=l'-T NOTES TO THE INSPECTOR/CONTRACTOR TYP. 8k8 1. PLACE LINTEL ACROSS TOP OF OPENING BOND BEAM 1#5 2, IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REWIRED BEARING J� PLACE STEEL HEIGHT. REINFORCING(L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1)06 BAR CONTINUOUS ROUND aL,j(Y� AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED 80 THAT THEN THE LAST 1#6 \.� TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 8'Al&' 7p 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH ALINTEL THE BOTTOM BOND BEAM O� / COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE ,>K TOP OF THE LINTEL 8„ R\\L Q 8. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 18" DEEP. *-- Bx18 DBL BOND T f Q�E BEAM W/ (1) 06 BR BOND BEAM EACH COURSE 8x8 BOND SEAM • �OQ�a\ F=FILLED W/GROUT W/(1)#5 BAR .�; BOND BEAM I ,\�.O U = UNFILLED GROUT SOLID FROM P \Q NOMINALD(� # OF #5'S, IN 2N0 BOND LINTEL TO TOP OF BOND OF OPENING BEAM COURSE SEE NOTE 5 A\� Q 16-1 T/1 M/ B 8x8 PRE -CAST CONCRETE ��'� NOMINAL�� LENGTH O(F BAR=WIDTH OF LINTEL W MASONRY O+Qp' HEIGHT BOND C OPENING-2' BEAM DESIGNATION BOND BEAM COURSE OR IT I6 THIS ENGINEER'S INTENT #OF#5-8, BOTTOM 8x8 PRE -CAST CONCRETE SCALE: 3/4"=,'-0' THAT XFXX - 1T/,M/OB INDICATES A DOUBLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (Li) REFER AND XFXX - 1T/OM/OB INDICATES SINGLE BOND BEAM TO PLAN FOR LOCATIONS OF OPENING PRECAST HEADER(MIN) 2x4 (MIN 2 X 3) 1-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE, 145 MIN HEAD WINDOW SIZE .300 MIN EMBEDMENT 1 114") 8" FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" EMBEDMENT 2x6 (MIN 2 X 3) 23/16 TAPCON PRE -CAST ..4 ORDRIVEPIN(MINSHANK WINDOW SIZE.145 MIN HEAD SIZE.300 SILL z MIN EMBEDMENT 1 IN) 8' b SLOPE FROM EACH END AND 18" O.C. MAX. MIN 1.1/4" EMBEDMENT 2x8 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING 1/4") 8" FROM EACH END AND SECURE TO SHEATHINGWV 18" O.C. MAX. MIN 1A/4" MIN. 2-12C PER BLK. EA END vC.Uw, EMBEDMENT 7116" OSB SHEATHING TYPICAL MASONRY WINDOW SILL CONSTRUCTION SARCHWAY FRAMING DETAIL SCALE: 3/4"=1'-0" L44i N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-T748078 FAX: 407-774-4078 www.abdostgngmup.com AA #: 0003325 I4 h YQ M aummv. as LAT: SILVERADO LOT #54 BLK #6 Pnoa=T# 04128.002-54061 MODZ a 4EBB "1828—CALI" GARAGE SIMNO: LEFT PAGE: DETAILS 150 MPH EXP. B FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA18 VW(9)10d x 1 12" HDG NAILS. SMALL JACKS - 9' MAY BE NAILED VW (10)dx 1 12" HDG NAILS, CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 10d x 1 12' HDG NAILS, WOOD TO WOOD: USP RT18A OR LUGT2 W/ 10d x 1 12" HDG NAILS, FILLALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE, 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED, 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS, 8. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4' NOMINAL BEARING (4"). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEWAND APPROVAL 9. PLACE 2X4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILT[ X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S38, .177" " x 2 7/8" LONG, WTH WASHER R 18" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT, 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM V-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEpR NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x8 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3, TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALLTRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. Cdt CJ3 CJ5 1A .1 1-PLY U:-1003LBS 0: 2204 LBS to t 1-PLY U: -M LBO O:tew LBB 1A 3.1 1-PLY U:-162LBS G: 1873 LBS F- rl A 1 1-PLY U: -528 LBS G: 1001 LBS 2X4 BLOCKING BETWEEN TRUSSES 24" O.C. TOE NAILED TO ADJACENT TRUSSES WW (2)18d COMMON NAILS 8 SECURE TO BM. W/ USP HLPTA75 USED TO BRACE TOP OF WALL. ffi a II R'p N�R RI■ 1IN1I R�■ u I 1B N 1R� ■pI = I ■p� 1I 8 _1I LB A140 _ =yA s=sxsssss sssesssssss z�asees=s=s�s>�e sssses�=ssass�=® %�:ssss=s=s�ssa:�s ssssss=s>�s�s s=ssss==sus=s=s TEDROOF s=s===s TR RM02CQQ MAX o saw v � secs s ssse s � • ` ss�' ss� e ----------------------------_. AC AC ESSs==a �a=s=s=sue==ass 11,7 A11� _ 1-PLY U:-749LBS U-M LBS = ssea to A15 A76 ---- BIGIE FRAMING PLAN SCALE: 1/4" = V-0" SIR 1-PLY G: 496 LBS U:-145LBS 1A 3.1 1A 14EY, 1-LY U. 40 LBO G: 639 Lee Apt 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.774-6078 FAX: 407-7744078 www.abdesoWoup.aom AA 3: 0003325 8111111 ammE sumIrv. AE LOT"" SILVERADO LOT #54 BLK #6 PnonwT1P 04 2 . 0 -54 6 KODZI : 4EBB "1828-CALI" GARAGS awzxG: LEFT PACM- FRAMING PLAN 150 MPH EXP. H DA2O CL O1/18/19 SCAM- 1/4-=1'-0" a1'i T s3 PLYWOOD SHEATHING, SEE # 1175 UPLIFT USP "ROOF/WALL/FLOOR HTWM20 W/1010d TO SHEATHING TRUSS AND (4)1 /4" x 2 1/4" FASTENER SCHEDULE' TAPCONS TO CONT POURED LINTEL.. A-(1)USP HTA16 TRUSS ANCHOR WITH (9) 10d x 1 12" TO TRUSS. FL#17680 # 1900 UPLIFT (2) USP B-(2) USP HTA76 TRUSS ANCHOR WITH (9) HTWM20 INSTALLED ON PRE-ENG TRUSS 10d x 1 1/2" TO TRUSS EA STRAP. Fl#17880 OPPOSITE FACES OF DEL. STRAP, i EACH SIDE WRAPS UP AND BLOCK WALL W/1010d TO OVER TRUSS (NOT SHOWN) TRUSS AND (4)1/4" x 2 1/4", TAPCONS TO CONT CONTINUOUS BOND BEAM 1 x2, 2x WOOD FASCIA POURED LINTEL SEE ARCHITECTURAL 2x SECURED W/ (3) 16d GALV. COMMON NAILS. ENGINEERED WOOD 1x2 SECURED W/ 10d TRUSSES @ 24" O/C, GALV. COMMON NAILS SUBMIT SHOP DRAWINGS 17'O/C FOR REVIEW AND APPROVAL MASONRY BOND BEAM SEE SCHEDULE A ALLOWABLE UPLIFT = U:1870 LBS, C710L83 (1 STRAP) TAP CONS MIN. T B ALLOWABLE UPLIFT = U:2430 LBS, L1310LBS (2 STRAPS) COVER 2" APART REPAIR OF MULTIPLE TYPICAL TRUSS/ MISPLACED EMBEDDED TRUSS ANCHOR 1 a 1 b SCALE: 3/4"=1'-0" 3 GIRDER CONNECTOR(S) SCALE: (2) 2X4 No.2 SYP DIAL 2x4 BLOCKING BETWEEN BRACE W/ (3)12d ® EA TRUSSES WHERE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT COVER 5 TRUSSES) W-0" O.C. (AT SHEATHING 0'-0" TO 30'-0" (1) "X" BRACE SEAMS) 30'-1" TO 60'-0 (3) "X" BRACE SECURE 2x8 PT. PLATE (1) "X" BRACE @ CENTER TO BLK W 12" DIA (2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2' FROM CENTER TO END. WASHER SET IN HIGH 2x WOOD FASCIA STRENGTH EPDXY S' SEE ARCHITECTURAL MIN. EMBED. AT37'CC MAX. RE-ENG GABLE TRUSS SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's IT' - STIFFBACK (AS PER O.C. MAX TRUSS ENG) CONT. 2x4 SECURED W/ (2) 10d's Q EACH TRUSS TO BE INSTALLED 10`0" O.C. MAX SEE SCHEDULE FOR BOND BEAM REQ. BLOCK WALL W/ GABLE END PRE-EN(TD TRUSS scALE:aa"=r-a' NOTCH DEPTH 1/4'0 O HOLE EDGE DIAMETERTER HOLE DIAMETER THE USE OF ALTERNATE MATERIALS MAY BE <2/5•D sc#-. STUD USED SO LONG AS THEY CONFORM TO THE �F OUTER WPAN FOLLOWING ONL OLE EDGE>5/8" 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS _ A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TOWND AND REQUIRE 01 THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A USP RT16A (FL#17236) OR LUGT2 (FL#17240). ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, STM. HOLE DIAMETER AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE PLATE < 3/5'D DBL. STUD SUBJECT TO Ft AND F2 FORCES. STUD NOTCHING AND BORING LIMITS scALE. 1 vz'=t'-a' %-ALTERNATE MATERIALS i i 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 anon, > unDIV. a LAT: SILVERADO LOT ##54 BLK ##6 PROJECT# 4 .002-54061 MODE=4 4EBB "1828—CALI" GARAGE OWD90; LEFT PAGE: DETAILS 150 MPH EXP. B Dl '�S"T 01/18/19 SCAM M::1/4"=1._^0., aC3. 1H PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'4'O.C. (AT e PRE-ENG'D WOOD SEAMS) (BLOCKING TRUSS (TYP) 0 24" O.C. NOT SHOWN FOR CLARITY) MAX FOR STRAPPING VERIFY SECURE 2xe PT. PLATE TO BLK W/ TRUSS PLAN a W/ 1/2" DIA. ANCHOR BOLT W/2" WASHER SET IN HIGH STRENGTH EPDXY e" MIN. EMBED. AT 32" OC MAX. SECURE GABLE TO 218 P.T. PLATE W/ 12d's 8" O.C. MAX CONC. POURED LINTEL COURSE CONT. 2x4 SECURED W/ (2)10d's C EACH TRUSS TO BE INSTALLED ® W-0" O.C. MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL 8 SCALE: 3/4,17 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesWiroup.eom AA 8: 0003325 , SUDDIV. & LOT: SILVERADO LOT #54 BLK #S imic" CTp 4 02-46 mona a 4EBB "1828-CALI" GARAGM 8WDM: LEFT PAGM DETAILS 150 MPH EXP. H r'I VTT SPACING (t) AT EACH END �� 1 2.4 BLOCKING BETWEEN TRUSSES VTT AND 6'-0" O.C. MAX. (2) 2X4 No.2 SYP DIAG. WHERE X-BRACING IS PRESENT A7 BRACE W! (3) 12d ® EA 4'-0" O.C. (AT SHEATHING SEAMS) TRUSS(DIAG. BRACE TO COVER 5 TRUSSES) 0'-0" TO 30'-0" (1) "X' BRACE � 1111111j1 1L11111111 30'-1" TO 60'-0 (3) "X' BRACE "X" BRACE CENTER PRE-ENG GABLE TRUSS (1) 0 "X" P (2) BRACE DIVIDED EQUALLY FROM CENTER TO END. STIFFBACK AT ALL 2x SUB -BAND UPRIGHTS OVER (AS PER TRUSS ENG) IIa \ I OI PLYWOOD SHEATHING, SEE "ROOFIWALUFLOOR SHEATHING FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR Li DETAIL FOR STRAPPING INFO. SIDE VIEW 1z2, 2x WOOD FASCIA CONNECTION PER SEE ARCHITECTURAL TRUSS MFG. 2x SECURED WN (3)18d ENGINEERED WOOD GALV. COMMON NAILS. TRUSSES 0 24" OlC, 1x2 SECURED W/ 10d SUBMIT SHOP DRAWINGS COMMON NAILS FOR CONT. 2x4 PAT 12, O/ 17'O/C ANDAPPROVAL VAL SECURED W!(2)12tl's® PRE-ENGINEERED MASONRY BOND BEAM EACH TRUSS VALLEY TRUSS CONNECTION SEE SCHEDULE GABLE END PRE-ENG'D TRUSS 2 SCALE: N.T.S. W/ HIP RETURN SCALE: 314"=1'-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-774-6078 FAX: 407-774.4078 wwwAbd"lgngroup.com L AA A: 0003325 Y O $00 aysDiv as LOT: SILVERADO LOT #54 BLK #6 PROJECT# 04128.002-54061 MODSL1 4EBB "1828-CALL" OAAAG= awixo: LEFT PADS DETAILS 150 MPH EXP. B aw�aCALS: 1O/S4/"i=B1/'-0" S3.1C --I �L A GABLE - END ROOF WIND DESIGN PRESSURES N (G 03S) ASUE 7-10 ZONE 1 •8.97 PSF (19.97) ZONE 2 . 17.98 PSF (27.98) ZONE 3 . 33.53 PSF (43.53) A" "= 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 150 MPH WIND EXPOSURE: "W RISK CATAGORY: 11 APPLICABLE INTERNAL PRESSURE COEFFICIENT --0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7116' O.S.B. OR 1/2" COX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 518 CDX EXT. PLYWOOD, WITH Sd RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS, SEE DETAIL ROOF SHEATHING TO GABLE END FRAME USE 8d GUN NAILS ® 4" O.C. EDGEWISE 2x4 " BLOCKING ALL PANEL JOINTS WIN* OF GABLE FNn ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. UA SHANK TENSILESTR. SHANK 8d RING SHANK 2 12" 0.120" 170,000 RING SCREW SHANK (16-20 RINGS PER INCH) Bid SCREW SHANK 2 10 0.120' PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 2. INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION (ISANTA) ESR-1539 EXTERIOR 8HEA7MNG USE 112" COX OR 7/16" O.S.B. PLY WITH Sd RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND Bid RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7/18" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. Bid RING SHANK GUN NAILS 6 4" O.C. TOP & BOTTOM EDGES z W . Y Z Z = U J 0 O _ Y i K 3 7 3 CO n W S N y am U � O W 6 a TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. RAFTER OR TRUSS -` ---1111,1111111111` ROOF SHEATHING LAYOUT AND ENDWALL BRACING P1DR MALE END PRA►MIO ed RING SHANK GUN NAILS I� 6" O.C. IN FIELD.` YP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING O.S.B. O BE STRUCTURAL GRADE CBd RING SHANK GUN NAILS ®17' O.C. IN FIELD or Bd x 2 IrZ SCREW SHANK PNEUMATIC SCREW -NAILS a 12' 0.L: NLN FIELD J\ TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33. MAXIMUM AGGREGATE SIZE SHALL BE3T. STRUCTURAL DRAWINGS SHALL BE USED IN DO NJ UNCTION WTH JOB SPECIFICATIONS AND WOOD: ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE 6%AIR ENTRAINED CONCRETE BEOSED 70 EARTH OR WEATHER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SISK ARCHITECTURAL DRAWINGS FOR SLEEVES DEPRESSIONS AND OTHER DETAILS NOT SHOWN TO BE CHAMFERED 3M. ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2017, 8M EDITION ALL EXPOSED EDGES OF CONCRETE ARE ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, AG 318.14, BUILDING CODE REQUIREMENTS CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO, 2 OR BETTER Fb = 11DO PSI ANDA MODULUS OF FOR STRUCTURAL CONCRETE, ACI 530-13/ASCE 5-13 AISI SPECIFICATION FOR THE DESIGN OF PROVIDE 94AIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABSONGROLMWHERE INDICATED ON ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE COLD -FORMED STEEL STRUCTURAL MEMBERS 2011. ASCE 7-10 AND AISC SPECIFICATIONS DRAWINGS, SEAMS LAPPED B INCHES AND SEALED WTHADHESIVETAPE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.26 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDEDTO BE TYPICAL AND F10FOAMOM CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED 70 RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USE[) EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347, W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER TWIT 'RECOMMENDED PRACTICE FOR CONCRETE FORM4M3RK CONTAINS MORE THAN W OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2017, BIN EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURALDEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYp M2. IS COMPLETE. IT S THE CONTRACTORS RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH' AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE-DOVMNB. WELDED W RE MESK SHALL BE ASTM A185, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE AG WOW TRUSSES' TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH 7HE'NATIONAL DESIGN SPECIFICATIONS FOR TO THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION SUPPORTED WITH 2' CHAIRS SPACED 3'-0' OC, EACH WAY, LUMBER AND ITS FASTENINGS' BY THE WPA. TRUSS DESIGNS SHALL BE SIGNEDAND REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. DO NOT SCALE DRAWINGS, THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036' AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A815 GRADE 60 DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE W THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND MEETING THE REQUIREMENTS OF ASTM A448, GRADE A, AND SHALL BE HOT -UPPED GALVANIZED. DESIGN LOADS: SPECIFICATIONS. CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPW4, "DESIGN NATIONAL FABRICATION. HORIZONTAL AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND 'TPIANTCA BCSI V SUBJECT TO ENGINEERS REVIEW. COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL-PLATE-CONNECTED ROOF: LIVE LOAD FLOOR LIVE LOAD 40 PSI TYR MIN LAPS SHALL BE AS FOLLOWS: p4 BAR - 25" 08 BAR - 36' WOOD TRUSSES. 20 par TOP CHORD ilonConcunBM MI5 BAR - 30" 97 BAR - 4Z' 10 pat BTM CHORD-nonconcumnt PROVIDE 36'x 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR SEE DETAILS FOR ADDITIONAL INFORMATION. DEAD LOAD DEAD LOAD 15 psf TOP CHORD 20 pd TOP CHORD (7 pat W/ ASPHALT SHINGLES) (10 psf W/ No GYPORETE) 10 PSf BTM CHORD 5 paf BTM CHORD DEAD LOAD TO RESIST WIND UPLIFT: 10psf BALCONY LIVE LOAD 60 paf STAIRS LIVE LOAD 40 FBI WIND DEAD LOAD SPEED AN MPH 3- SECOND GUST (ASCE 740 (FBC R2017) EXPOSURE 8, RISK CATEGORY 10 SHOP DRAWING REVIEW: SHOP DRAWNGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY COMPLIANCE WTH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DIRAWINGS IN THE FORM OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON TRACT DOCUMENTS) MENTS)ARE PROHIBITED WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER, IN ALL INSTANCES, THE CONTRACT DOCUMENTS WALL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN WRITING BY THE ARCHITECT. FOUNDATIOW SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 pat, FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM 0-1557. TREAT ALL SOIL FOR TERMITE PROTECTION. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEERS REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE CONTRACTORS EXPENSE, AND AS DIRECTED BY THE ARCHITECT, WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER. CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLA84"GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5- STRUCTURAL Tswa SUB CONTRACTOR SHALL SUBMIT PROPOSED MX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5' H-PROR TO THE ADDITION OF PLASTICIZER CONCRETE SHALL COMPLY WITH ALL THE REOIUIRBABNTS OF ACI 301 AND ASTM C04 OR MEASURING, MXING, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED, THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINK POSITION SHALL NOT EXCEED 90 MINUTES IF FOR MY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS IELD FOR LONGMTH AN 90 MNUTES THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANT' NON COMPLIANCE WITH THE ABOVE REQUIRED CONCRETE COVERAGE OVER REBPRSIWLL SEAS FOLLOWS: A T FOR CONCRETE CAST AGAINST AND PERMANENTLY EP09E0 TO EARTH IFOIADATWNS) e FOR CONCRETE EXPOSED TO EARTHMDIORWFATHER 1.117 FOR MI5 WIND SMALLER Z FOR 46 WIND LARGER C FOR CONCRETE NOT EIIIOMTOVaTHER 3/1V FOR SLABS, WALLS AND JOISTS I412' FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS TRUSS MANUFACTURER WALL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REOU RING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURERS INSTRUCTIONS. MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHTOF THE WALL. CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT TRUSSESIGIRDERS TO COLUMNS AND WALLS FOR APPROVAL. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FORBEARING DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL DO NOT OUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT WITHOUT THE APPROVAL OF THE ENGINEER. AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL MASONRY: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA "SPECIFICATION MASONRY STRUCTURES" (ACI 5301 ASCE 5/TMS 402, BUILDING CODE REQUIREMENTS FOR LICENSED PROFESSIONAL ENGINEER MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK PROVIDED BY THE TRUSS ENGINEER MANUFACTURED IN CONFORMANCE WITH ASTM 000, GRADE Pm = 1500 PSI. BLOCK SHALL BE PLACED USING THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT PLACING CONCRETE FOR IN -WALL COLUMNS, GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH AND CLADDING WHO LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR ASTM C478, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS ALL TRUSS TO TRUSS CONNECTIONS. SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8' ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "USP STRUCTURAL COURSE AGGREGATE, AND SHALL BE PLACED W A SLUMP OF 6" TO tO'. USE ONLY MECHANICAL VIBRATION CONNECTORS" BY LISP, OR EQUAL UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS TO CONSOLIDATE GROUT. WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE TYPE W" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SWILL BE LATEST CATALOG. PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO CELLS TO BE FILLED. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS ANDIOR VERTICAL REINFORCING. LAP VERTICAL REBAR S X BAR NO. (48 BAR DIAMETERS)., U.N.O STRUCTURALSTEEL' THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WTH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION STRUCTURAL STEEL SHALL BE ASTM A36, Fy = 36 kai FOR ANGLES, PLATES, AND WSHAPES. STRUCTURAL TUBING SHALL BE ASTM A-500, GRADE B, Fy - 46 ksi. STRUCTURAL PIPE SHALL BE ASTM-53, GRADE B, TYPE E OR S. Py = 35 ksi. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WTH DOUBLE -NUT LEVELING, ALL OTHER BOLTS SHALL BE ASTM A325-N BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURI OFFTHEAUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPUUTON SIZE IRE awgw REMARxb AFPUCI_ 313E ITYPE 9PAOND REMARxB 14IT FURRING TO CABEHMRDBNEoCgL S"QC GAR_E_CREUCK SEE DETAL SEE-1. BEE DETNL BEE DETNL MASONRYICONC. NNL 1117 LONG, TO MA9JNRYICONC eW, A.. EXT OOOP3 CASE HARDBJEO Cot B'OC WMDOwODORI FASTEim GARA3EDOORSUCK BEE DETAL BEE DETAL BEE DETNL SEE DETPA PT,BEENOTEB xwWOOWEUCK NALII LONG. 3T EREO IMOMAEOMtYI w TO WSONRYICOFL. CASE N.RDENED CaL B WINDOWIOOOR/FABTENm METAL STR CONTACT THIS ENGINEER FOR SPACING tx PT. BEENOTEe NAL-LONG. BTAOOEVm NfO MABOMtYroONC. MASO 1CONC REQUIREMENTS EXT.-DOOR NZ)8n S.- "TAPOCN 10"QC 1113"EMBm.B"BA NO .RIM3W000 11T" EXPMIBgN 4"EM3%Q4"BIO 340� BUCK 2. IT, SEENOTEB OWA9IER FABTNBP DIET., I117m OST WALL TO LONG SLAB WSW;'. BOLT q3T., 3"EWEg3r 3x PT YIINWW"' 0.198°PPFx 21R B"OC 4 D. 018T,11? IT TO STEEL COL., SEE WI WASHER 3TAOOERm EDOE dsr. NOTES NOTIN 11. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI XZF HEAR DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILEDABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. 1x MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/TAPCONS OR RAF TO THE SUBSTRATE. alp 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH:407-774-6078 FAX: 407-774.4078 www.abdosWocup.com AA M: 0003328 amm, sMSDIV 89 LOT: SILVERADO LOT #54 BLK #6 PROMOTIF 04 8.002-5406 MODMU 4EBB "1828-CALI" 5A1tA0Z SWUM: LEFT PALM: DETAILS 150 MPH EXP. H �479s;1� ei� 2 3 6z 5;