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HomeMy WebLinkAbout6795 Wagon Trail St99 1828---4EBB-CAL199 sgvcy P�®Q NPNGvS HOME S 12602 TELECOM DRIVE, TAMPA, F1 33637 Tel: (813) 740-9720 Fax: (813) 740-9715 • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES, 12602 TELECOM DRIVE TAMPA, FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS •FBC RESIDENTIAL BTH EDITION (2017) •FLORIDA FIRE PREVENTION CODE 6TH EDITION • NATIONAL ELECTRICAL CODE (NEC) - 2014 EDITION •ALL LOCAL AND STATE CODES -OCCUPANCY - RESIDENTIAL, GROUP R3 •CONSTRUCTION TYPE - VB •YIN. INTERIOR FINISH - CLASS B •BASIC HIND SPEED - Vult=150 MPH Vend=118 MPH •EXPOSURE - B •1-STORY RESIDENCE - • 2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES ABV. ABOVE A/C AIR CONDITIONING ADJUSTABLE AALTERNATE LT. AMP, AMPERAGE BD. BOARD CDCENTER UNE CAB. CABINET CLG. CEILING CLR. CIGAR CONC. CONCRETE cPr. CARPET C.T. CERAMICTIX D. DRYER DEL. DOUBLE D.O. DUAL GLAZED DIA DIAMETER DIM. DIMENSION DISP. DISPOSAL DP. DEEP OR DOOR D.S. DETAILDOWNS D.W. DISHWASHER EA EACH ELEV. ELEVATION EQ EQUAL EXH. EXHAUST EXT. EXTERIOR F.GlFX, FLIED GLASS P.G. FUEL GAS FIN. FINISH FLR. FLOOR eR°� FRENCH DOOR FLUORESCENT PTO. FOOTING GA. GAUGE GAR. DISP. GARBAGE DISPOSAL O.F.I. GROUND�PAULT CIRCUIT INTERRUPTER GL. GLASS GYP. BD. GYPSUM BOARD H.B. HOSE BB3 H.C. HOLLOW CORE HGTRORITT Iu�icHT� INSUL INSULATION 1NT. INTERIOR LAM. LAVATORY M.C. MEDICNEETAILS CABINET MFR. MANUFACTURER MIN. MINIMUM M.T. METALTHRESHOLD MID. MED OUNT MTL. METAL N.T.S. NOT TO SCALE O.C. ON CENTER PL PROPERTY LINE P.B. PUSHBUTTON PH. PHONE PLT. PLATE PLYWD. PLYWOOD PR, PAR P.T. PRESSURETREATED R. RISER RAD. RADIUS R.A.G. RETURN AIR GRILL REF. REFRIGERATOR RM. ROOM R.O. ROUGH OPENING S.C. SOLID CORE EXTDR S.H. SINGLE DHE1fK� OR SET. SHEET SHTHG. SHEATHING SHWR. SHOWER SIM. SIMILAR SL. SLIDING SL, GL. SLIDING GLASS STD. STANDARD SWS SHEAR WALL SECTION TEMP. TEMPERED GLASS OL. i PCOF CURB T.O.P. TOP OF PLATE T.O.S. TOPOPSLAB TYP. TYPICAL U.N.O. UNLESS NOTED OTHERWISE V.P. VAPOR PROOF W. WASHER W/ WITH WD. WOOD WDW/H W T�ERWHEATER W.I. WROUGHT IRON DATE DESCRD"[70N ARCHITECTURAL SHEET DESCRIPTION PG Cl-COVER SHEET PG GN- GENERAL NOTES PG Ai -FLOOR PLAN PG A2-ELEVATION PG El -ELECTRICAL PLAN PG Pl-PLUMBING PLAN PG Ml-MECHANICAL PLAN PG DI -DETAILS PG D2-DETAILS PG D3-PRODUCT APPROVAL LISTING PG WAl-WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS PG WA5-WALL ASSEMBLY DETAILS PG WA6-WALL ASSEMBLY DETAILS • STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, INC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 SQ.FT. CALC.S LIVING 1828 $a FT. GARAGE {jm 5Q, �, ENTRY 16 $0. FT. LANAI 86 5Q FT TOTAL 2362 FT. STRUCTURAL SHEET DESCRIPTION PG Sl-FOUNDATION PLAN PG SlAA-DETAILS PG 51.2-DOWEL PLAN PG S1.2A-DETAILS PG S2-LIFT BEAM PLAN AND NOTES PG S -ERA MINGNG PLAN PG 53-FRAMING PG S3.1A-DETAILS PG S3.1B-DETAILS PG SNl-DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWINGS) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AS DESIGN GROUP WILL. RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AS DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE CONSTRUCTION BASED ON THE DRAWING SET. 1441 N. RONALD REAGAN SL LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdosigngrouP.com AA A 0003325 0 O Trm, SVSDIV. de LOT SILVERADO LOT #5 BLK. #12 PROJECT* 04128.001-0 121 MODEU 4EBB "1828-CALI" GARAGE SVRNG: LEFT PAGE: COVER SHEET 150 MPH EXP. B DATE: 8/16/18 SCALE: 1/4"=1'-O" SHEET C1 GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 61b EDITION, (201T).AND IN CONJUNCTION WITH ASCE 7-10. ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER F13CR 6TH 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 R301.2.1.2. 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 AND/OR FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER 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 APPROVAL FROM THE ARCHITECT/ENGINEER 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 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 R302.5.1: 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 1 318 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1.318 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1- MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 518 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN '/:INCH GYPSUM BOARD OR EQUIVALENT. SITE WORK 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, ON -SITE 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'- O" 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, LINO, 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, ANDCOUNTY 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.' TIMBER 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: 1. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: 1. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI.2002) E. APA - THE ENGINEERED WOOD ASSOCIATION: 1. 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 NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFMALL/FLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT . SO. PLUMBING 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 IW 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 P2603.2, EXTERIOR WALL COVERINGS 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 FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %' 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, 1/2' THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 & ASTM-C1063.12a. 3. LATH & ACCESORIES PER ASTM-G1063.1IA & 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 -1 to AND R703.7. 2-STORY GYPSUM BOARD UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/7 GYPSUM BOARD. R302.7. 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH:407-774-6078 FAX 407-7744078 www.abdeslgngroup.eom L AA M: 0003325 F m c a BU33DIV 6. L.0 SILVERADO LOT #5 BLK. #12 PROJECT* 04128.001-05121 MODEIe 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: GENERAL NOTES %150 MPH EXP. B DATE- 8/16/18 SCALE: 1/4"=1'-O" BEEFY GN 941- 39'-8' level-- (2) EGRESS �. J!ttttllo � iolltttttttttlollttlltttttlo alttttiL ol0 : o r r r r � r r 7 I 11, m � r r r r r o i 711---lolltttttl m i O i r 0 . r i m r r 711 cl ti • r 1. r r �• 1� rff II� BEDROOM #3:I r C �,� ■ r _ ;��r_ S RIECLY ._ PER B r CIME r O • o r GARAGE r M FOYER :'1'll TRANS, m WZ SOi ollttllo =1101t1 t` olltttnllo olltttttlfo =MEE Itttttttttttl ��ao►lrr/6�%� SQ.FT. CALC. S LIVING 1828 $0, FT. CaAR4GE 430 $0. FT. ENTRY 16 so. FT. LANAI 88 W. FT. TOTAL 2362 80. FT. oo►rpert Mo a�cDla wlo Lorca eaelc rro o�aeue FGR a eEcao GueTa alaNae BOWIE Z01E IDIFHIMDPA FW= MOTIPE FOOTME MIN.GRITEWINDOWWA 10 5 24/-33 EXTERIOR SWING 16 5 24/-31 DR. MIN, CRITERIA SGA. MIN. 41 5 23/-29 CRITERIA 16010 O.H.D. 1 112 1 9 20A/-22.1 BASIC WIND SPEED MPH = 150 (Vult) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=H, 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. DCL. TOP PLATE 0 m BAR A DETAIL_ SCALE, 1/4'.I'-0 ARCH DTL. B SCALE: 1/2 • P-0' 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 OPENING 15ETWEEN THE GARAGE AND RESIDENCE SHALL 15E EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICKNES16 S, SOLID ORHONEYCO -CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. • 1441 N. RONALD REAJIBLVD.LONGWOOD,FLPH: 407-7748FAX: 407-7744www.abdeslgngroAA Ik 00033 0 C a mm >U13DIV. & LOT SILVERADO LOT #5 BLK. #12 PROJECT# 04128.001-05121 MODEla 4EBB "1828—CALI" GARAGE BVFWG: LEFT PAGE: FLOOR PLAN 150 MPH EXP. B DA 8/18/1B fil 1/4"=1'-O" 9IiEET Al I C AREA OFATTIC 2364 SO, FT. NETFREE VENTILATION AREA REQUIRED - 1/300 REQUIRED VENTILATION AREA • 2364/30D : 7.88 VENT LATION AREA SO, INCHES PER FT.(244) = 1334.n SO. IN. MIN. RECILAREDVENTILATION = .5X 1134,72 IN UPPER PORTION OF ATTIC 56736 SQ IN. OFF RIDGEVENTIATION AREA = 115SCLIN. PERVENT 567.36 /115 WTAL#OF VEIM REQUIRED 498357 TUTALROFVENTS PROVIDED - 5 'AREA OF ATTIC ISTHE PERIMITER OFTHE HOUSE, LESS THE OVERHANG ERTERIOROF WALLTO EXTERIOR OF WALL NO OVERHANGS INCLUDED SHINGLE ROOF OFF RIDGE VENT 12 FYPON b� BKTIIXIT OR EQUIVALENT HGT. 8'-8' BRG. HGT. ,�8'•8' BRG. HGT, 5W- HGT. 1-0. BRCs�THG 16'X&2' FYPON DECORATIVE SHUTTERS OR EQUIVALENT 4' RAISED I ( io ? y I I TYP. BAND (TYP./ T-0' FIN, FL0'-0' FIN. FLR I I f I 0'-0' FIN. FLR. FRONT ELEVATION SCALE: 1/4 • 1'-C' TEXTURED FINISH OFF RIDGE VENT I�b OFF RIDGE VENT REAR ELEVATION SCALE: 1/4 • 1'-0' TEXTURED FINISH a —— - — - — - — - — - — - — - — - — - — - — - — - — - ----------------------- OFF RIDGE VENT 8'-8' BRG. HGT.s 0'-0 'FIN. FLR _ _______________ MIN. 4' GR DE LEFT ELEVATION SCALE: 1/4 • 1'-0' TEXTURED FINISH OFF RIDGE VENT RIGHT ELEVATION SCALE: 1/4 . 1'-0' TEXTURED FINISH ,8'-8� BRa HGT. FIN. 2' I I I\ / DECO. DTL. A SCALE, 1/2 . 1'-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 www.abdeslgngroup.com AA #,. 0003325 y b b 0 a stmDzv. & L.OT: SILVERADO LOT #5 BLK. #12 PROJECT# 04128.001-05121 MODELS 4EBB "T1828—CALI" GARAGE BIFMG: LEFT PAGE: ELEVATION "Y' 150 MPH EXP. B r;ov t,, rpan,rr 8/18/18 SCALE: 1/4"=1'-0" BYIE= A2 ELECTRICAL LEGEND SYM. DESCRIPTION df STANDARD SWITCH y{}" -WAY SWITCH -WAY SWITCH IMMER SWITCH HB BUTTON ISGONNECT T TAT INGLE RECEPTACLE (PbW20-AMP NGL.E POLE) 10V DUPLEX RECEPTACLE IOV DUPLEX RECEPTACLE (EQUIPPED TH GROUND FAULT NTERUPTER/TAMPER RESISTANT TYPE) IOV DUPLEX OUTLET (HALF OF OUTLET RED TO SWITCH) XTERIOR WATERPROOF/GFI CEPTACLE (GROUND FAULT NTERJPTW IVV QUADPLEX RECEPTACLE ® WV DUPLEX RECEPTACLE (FLOOR OUNTED) 20V RECEPTACLE (4 WIRE CTOR) L MOUNTED LIGHT (LING MOUNTED LIGHT 049,1DENT LIGHT 000 LIGHT L SCONCE PRE -WIRE T PAN WITH LIGHT (I CR'1 PER SQ. FT.) p4G 13 BULB LIGHT FIXTURE AQ= BULB LIGHT FIXTURE GBGN84 OIULB LIGHT FIXTURE ' TRACK LIGHTING TTIC LIGHT WITH PULL CHAIN �--{ CABNET LIGHT ® 'x4' FLUORESCENT LIGHT (RECESSED) m 'x4' FLUORESCENT LKBHT (SURFACE LeAl 'x4' FLUORESCENT LIGHT (RECESSED) . x O1ROCIEss LIGHT • COSS LIGHT (VAPOR PROOF) ILING MOUNTED LIGHT WITH J-BOX OPT. FAN LECTRICAL PANEL (FIELD VERIFY OCATION) I-Q -BOX /WALL MOUNTED) m -BOX (CEILING MOUNTED) ILING MOUNTED FAN 0 T FAN (I CFM PER SQ. FT.) E JACK 0 DETECTOR (CEILING MOUNTED) ® MONOXIDE IMES ® L OPENER N 11v JACK -E Pee PORT OLO�CATION OF TV JACKS 4 PHONE OUTLETS 4 FANS TODE VERIFIED • HOMEOWNER PRE -CONSTRUCTION MEETING. • ALL RECEPTACLES IN ALL INHABITABLE ROOMS TO BE ARC FAULT PROTECTED PER NEC 210.12(b) • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GFI • ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL • BATHROOM EXHAUST PAN TO HAVE MIN. CAPACITY O2 S® CM INTERMITTENT PER TABLE MB01A OF FBCR 6TN EDITION (2011). • LAUNDRY ROOM RECEPTACLE SHALL DE GROUND FAULT CIRCUIT-INTERIPPTER PROTECTION FOR PERSONNEL ON FEEDERS) • WIRING METHOD SHALL BE NON METALLIC CADLE AS NEC 2014 ARTICLE 300A(5X2) • ALL RECEPTACLE TO BE TAMPER -RESISTANT TYPE . ALL LAMPS SMALL BE SELECTED BY BUILDER DER AND l5% OF LK.FITING MUST BE ENERGY EFFICIENT TYPE PER FUBG ENERGY CONSERVATION (RESIDENTIAL ENERGY EFFICIENCY) 201M. 61h EDITION R4041 ------------- LAN� LIVING ROOM PRE -WIRED` OWNER'S CLG FAN SUITr E CLG FAN UIP / GFI / PRE -WIRED \ \ CLG FAN \\ 11 N DINING ROOM I i — 6D. I I --SUTLET °.+WITCH IN \ - - - - - - - _ FOR DW CABINET -------- --- ------ AF I \� 0• rr 1 GFI T 1\ GFIw- BAT , REP LE - - - - - - \\ SINK \ EITCHEN I j 1- I y)--•(( GFI i _ p�j4 \ / RANGE / GPI o C)GFI BDRM. #4/--- C`. PRE -WIRED CLG FAN / F 7F III I RA �H I rgUT 44' .u• .w-1 AFF. F / T UB FOR BOLLARD� ■ AS REQ. / 1 PER BLDG. WALL MOUNTED � ll•! I I _ CODE LIGHT W/SWITCH IN �ryj ATTIC i IE // 1 S/COI ) GPI ME CLG. FIELD OUTLET KEYLESS \ L IFY 0. FIXTURE IRRIGATION OUTLET 4 48' AFF. l / GFIGAIRAG F41YT8Y _y/{{/ �J-.(\\ • ---------------------------- -/ LIGHT ELECTRICAL PLAN SCALE: 1/4' - I'-0' W/ --A- / PRE -WILD / CLG FAN I CEILING MTD. LIGHT TO BE INSTALLED, PROVIDE J-BOx FOR OPT, FAN SHUTOFF VALVE -� NOT TO BE ASV. CLG. MANUAL SHUT OFF VALVE ON INSIDE WALL BOX • 60' AFF. W P Panel MAIN - A PANEL: Bn 6T•➢aL b-kw VOLTAGE: 1201240V-lPh MAIN: 150 AM M.C.a FEEDER: b H Cu TFAVN A 1-06 Cu (G) In 110 C. OR 3-*200AL TIRNN A 1-BB Cu (G) In 11(Y C. Wln rw Blr WNb O.oIY al.w WBBs Btr rw win W3 1 m 614RRIY-OAbTUB 1260 1 x w2 z m .fpWmPunp 'N06 2 a e Nw4 can m z • 7 6 PANEL -A PANEL: 42 at bmaker VOLTAGE: 1201 40V-1Ph MAIN: 150 Amp M.L.O. FEEDER:3-B1 Cu T4M/N 6 1- 06 Cu (G) In 11R' C. OR 3- OW AL TNWN 6 1- 06 Cu(G)In 1 112' C. w.. rar r wM tYeIIB ueSt w— 6 r4M wln B12 1 m BR A 1666 1 f 4 m R4 W x A ♦12 1 m L6en4RR/IIfe6On 1em a W2 1 m "A ARB-x* 1em 6 6 46m wd.e a 2 we Bit 1 m R 160p 7 6 •12 1 m Rw —Afd 16m 6 10 1206 0- YGFI m 1 02 W2 1 m BYXDFIRm 12m 11 1] t606 pxlerfX-f 11 m 1 .2 Bel 1 16 f r/NIY/BN.W6WBYXWMC 9m to 14 m d2B- m 2 De W4 1 16 Rm-I4XYL .Ara 662 16 Is ax 1 16 Y6FMn, PRf .. GI AFa 6m 11 16 16m anRBrl m 1 M] W4 1 16 m4CrD Ard 6m I m 1p6a Deer M m 1 w2 wx 1 m IBtlwIDn APd tm6 21 22 Imp /lixlf6Y LW ulm AFCI m 1 W2 D 26 N M Bm DefwY" Aia Oe-Mf BYhwn Md e 16 I 1 BN w4 21 m a1 N u wm emR- m 1 w2 u u a D u u W 2 Jp Arc AN11 r exvA Ye6t saiS a6 46 4+ 42 LeNe froBfm.N.xtaOYeYYIR-/tln Im mo 1Letl lea-nm/IWR Neuklron l6n ntl Brier cu dlons: ABBREVULTIONa: Ara: ARCMLLTDRMTHTlRAIPTCR NC: NONCOWCDEM LOAD M B DFALLTWWRRPIER TYY IeN eWRY ro MneNM1tlR 42m6 fhM imW whf Y Xle% 1mm R-n nfRf Y/wY 1a66a TtlY AA:ION 16D6 LOAD CALCULATION M WED ON= NONZOGIODENT LOAD 7eW Cm-elM Ler6wWf aww TeW e/aw Ina G­W Uohdno 4 Pt., t-b L-d NYAA78 FM1 1628 a.mY u.ARw awl n. 5464 es4w. 1 at SWAN M100% 65 TdW­MIt­nNWf 5549 I @; V RANGE 0 *• 106.0mG ep RWYER z GAS RISER DIAGRAM a0 LONGEST RUN=1B'—a" STU=19m,000 O ----- WH. MAN SHUT OFF - VALVE —GAS METER BY GAS CO. BATH 92 ° 150 AMP ELEGTRIGAL RISER NOT TO SCALE, 1 GENERAL NOTES: A ELECTRICAL MATERIALS AND INSTALLATIONS SHALL \\ COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 6U4 EDITION 12011). LOCAL CODES, AND ALL LOCAL POWER REQUIREMENTS. B. ALL CONDUCTORS SHALL BE TYPE THFN/TNWN UNLESS ' NOTED OTHERWISE. PRE -WILD CLG FAN j POWER COMPANY TRANSFORMER o 0 GRADE PROVIDE 180 AMP, 120/240 VOLT, I PHASE SECONDARY. ELECTRICAL SERVICE. PROVIDE 3 M COPPER (CU) IN 1-1/2" DIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3 F2/0 ALUMINUM (AL) IN 2" DIA SCHEDULE 80 PVC CONDUIT UNLESS SERVICE 19 PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. PROVIDE 3112/0 CU, THWN 4 1% CU IN 2' CONDUIT OR 3 114/0 AL, THWN 4 1% CU IN 2' CONDUIT. (CONDUIT TO TERMINATE ABOVE SOFFIT • OVERHANG,) COMBINATION SERVICE 150 AMP DISCONNECT SWITCH AND 120/240 VOL O ELECTRIC METER IN I PHASE NEMA 3R ENCLOSURE MLO PANEL 180A/2P MOB TELEPHONE SERVICE CABLE TELEVISION ENTRANCE SERVICE ENTRANCE EQUIPMENT EQUIPMENT INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS 1 04 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED ROOTER STEEL PER ELECTRICAL PROVISIONS OF THE FBCR 6tH EDITION (2011). 5/8" DIA x 8 FT LONG COPPER CLAD GROUND ROD 1441 N. RONALD REAGAN BLVC LONGWOOD, FL 32750 PH: 407-7746078 FAX 407-7744078 www.abdasigngroup.Dom AA {F: 0003325 Ill mmmmoo I� a BLJSDIV. a. LOT SILVERADO LOT #5 BLK. #12 PROJECT# 04128.001-0512 MODE7t 4EBB 121828—CALI" GARAGE SI INO: LEFT PAGE: ELECTRICAL PLAN 150 MPH EXP. B I In DAB,, 8/113/18 8CA7.E: 1/4"=V-0" ®FLEET E1 2' VTR � I\ i wc 1 21 LAV 17 I I 3 I� I I 2 eHua¢ 1/2' 2 WASHER e KITCHEN SINK W/ 2' VTi AUTO VENT 2, !Ti 1/2_ I� TUB LAVI 1' i ,. PLUMBING RISER DIAGRAM PLUMBING PLAN SCALE, 1/4 • I'-V TO 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX 407-7744078 www.a bdeatgngrou p.00m AA M. 0003325 J ��IIN 1 �GIIIYI amw�, SL733DIV. & i.OT SILVERADO LOT #5 BLK. #12 PROJECT* 04128.001-05121 LLODEIs 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: PLUMBING PLAN 150 MPH EXP. B 1 ti DATE: 8/16/18 SCALE: 1/4"=1'-0" SHEET P1 HVAC NOTES 1. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MPG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAD 4 MASTIC. AND INSTALLED AS PER FBC 6TH EDITION (2011) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 161 CLASS I AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR INTAKE$ SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALV, METAL. OR OTHER MATERIALS AS PER FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO MC 6TH EDITION (2011) MECHANICAL CODE 603.1 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 403, 8. 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 WALL$ SHALL HAVE AN APPROVED FIRE 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 MFG. RECOMMENDATIONS AND FBC 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. FANTEC14 OBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR i WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK — BROKEN LINE- RETURN TRUNK l BALANCING DAMPER OR ODD O CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR ® THERMOSTAT m PASS-THRU AIR GRILL NOTE: ALL HVAC TO HAVE PROPER PAN$ W/ DRAMS SECURE STRAP TO CONC. CONDENSER ATTIC W/ (2)-3/I6'X2' TAPCONS UNIT WMP SON WB ROLL STRAP OR EQUAL CEILING O O EXTERIOR WALL PLENUM p y AIR RETURN 4' CONCRETE SLAB SECURE STRAP TO UNIT W/ bXI 1/4' SHT. MTL. SCREWS (2) SUCTION AND LIQUID AIR SUPPLY y REFRIGERANT LINES CONDENSER UNIT AIR HANDLER y CONNECTION TO PAD EXTERIOR WALL 1 3/4' PVC CONDENSATE DRAIN LINE NOTE, MAIN GOND. DRAIN 3/4' DIA. OVER HEAD 12' FROM STRUCTURE EVAR TRAY y PVC SLEEVE TO LINES BELOW SLAB T REFRIGERANT LINES TO PLATFORM RETURN CONDENSING UNIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER FBCR 6TH EDITION (2011) MECHANICAL DLOG. CODE SECTION 3012.4 HVAC DRAINS rEo SCORIATED NICKEL FL. PL. FIN. FLOOR OR WALL COUNTERSUNKBRONZE C.O. PLUG � � SEE SPEC, BRASS PLUG FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 8249)-K JOSAM 56MO INSIDE SERIES NICKEL BRASS TOP CAULK P.v.0 OPTI/SPEC FLOOR SLAB CLEAN -OUT (T FIN. GRADE OR PAVING 1'-8'X8' CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED nEXT. GROUND CLEAN -OUT (TYPN NOTE, ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED AT OR ABOVE F.P.E. ELEVATION MECHANICAL PLAN SCALE: 1/4 . P-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 www.abdesigngroup.com AA M 0003325 ro V 0 b O SL Di)rv. 8e LOT: SILVERADO LOT #5 BLK #12 PROJECT 04128.00-05121 MODEL. 4EBB "1828-CALI" GARAGE BMR1dG: LEFT PAGE: MECHANICAL PLAN 150 MPH EXP. B F-PaINTDA 8/16/18 SCALE: 1/4"=1'-O" SiIEET M1 2X4 TOP PLATE PER F PL PRE-FAS TRUSS 1/2. CLG. BOARD la• DRYWALL �_ 1 • 1 2x4 WOOD STUDS *24' O.G. SLAB FIN, RR NV 1 t=; 'J I U[J3 IN PARTITIONS SUPPORTING: WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 16' O.C. OR NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' O.G. (ZTYP. INT. WALL ( NON— BRG. ) D' SCALE, 3/4'.I'-C' FIBERGLASS SHINGLES OVER 30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R505.1.1 ON J' OAS. SHEATHING OR k CpX PLY 1000 SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 1,-0• TYP_ O.H. 5/8, GYPSUM BI OR 1/2' HIGH STRENGTH CLG. BOARD 5' OIA. SLEEVE, DO NOT CUT BOND BEAM - SOLID GROUT W/ (I)- s (2) COURSE DO NOT CUT THE BOND BEAM REBARS 2,a PIPE THROUGH BOND BEAM pi SCALE-. 3/4'-1'-0' SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING — STRIPS • 24' O.C. S' cm 1/2, GYP, ILL. BD. - WOOD BASE — 0'-0' FIN. FLR..L m n W/ WINDOW OPENING rL FIBERGLASS SHINGLES OVER 30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R905.1.1 ON �• OAS, SHEATHING OR CDX PLYWOOD SECURED PER FASTENER SCHEDULE 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- �T--YP WALL SECTION Nam' O OPENING NOTE: PER SECTION 905.1.1 - FOR ROOF TO LESS TH , A 4 1-STORY HIP BLOCK WALL (2)SLLAYEROPES2:12 UNDERLAYIMENTAN SY4:12STEM D1 SCALE, 3/4'-1'-0' IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE II, ASTM D 486S TYPE IV, OR ASTM D 6151 r—g I• Pw: aim Am"I.N �•oy m eTP. LL. eo. ow swe 28 GAS LINE THRU BLOCK senu. w•.r-a FIBERGLASS SHINGLES OVER 30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RW5.1.1 ON a, OAS. SHEATHING OR I' COX PLYWOOD SECURED PER FASTENER SCHEDULE _m, TYP. MTL. DRIP EDGE O•µ 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG, GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FN. FLR 8' CMu — IA' TWCK 2 COAT - roRrLop cCllr PLASUR APPLIED pumem7 TO MA00W Ima vcxrlrx TRnac er eT• rws. PAOT@NM TO Roa,T TRACK OFUCr17R>! w/PROCUCT APPROVAL Na. s GARAGE DOOR JAMBS D1 SCALE:11/2'=I'-O' 2x BLOCKING BETWEEN TRUSSES PER STRUCTURAL DETAILS--\ STIFFBACK AT ALL UPRIGH PER STRUCTURAL DETAILS PRE-ENG WD.TRUSS — CONT. 2x RAT RUN SECURED PER STRUCTURAL DETAILS SEE ENERGY CODE FORMS FOR INSULATION R-VALUES ,. PER ELEVATION 5/0' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. PURRING STRIPS • 24. O.C. IR' GYP. WL, BD. WOOD BASE O TO PILL Pm V_ R[f1 Iioo FIBERGLASS SHINGLES OVER 30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RW5.1.1 ON I}' OSS. SHEATHING OR J' COX PLYWOOD SECURED PER 0. FASTENER SCHEDULE TYP. MTL. DRIP EDGE O.H. 2x FASCIA PER ELEVATIONS VENTED SOFFIT \—PRE-ENG. GABLE TRUSS WEEP SCREED \-2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY a _ _ 0'-0' FIN. FILM 4-C a H W/ WINDOW OPENING TYR WALL SECTION NO OPENING (5�)1—STORY GABLE BLOCK WALL D1 SCALE, 3/4'.I'-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-7746078 FAX 407-7744078 www.abdosigngroup.com AA A: 000332E 8 b a A t cl 9UHDIV. & LOT SILVERADO LOT #5 BLK. #12 PROJECT# 04128.001-05121 UI[ODEL• 4EBB "1828—CALI" GARAGE AWING: LEFT PAGE: DETAILS 150 MPH EXP. B DA8/16/18 SCALE: 1/4"=1'-0" SHEET D1 A-SOLTS 4' EMDEDMRIT MIN, EVENLY FROM FLOOR TO F❑ — Eim=L"IW�-- I■w�C OO 1 \I I/ 1 m W/ CUT NAILS. eon, 2X6 GARAGE DOOR SUCK b.V (e) Ic X AS' A -BOLTS 4' EMBEDMENT MIN. W/ 2'X2')di WASHER AND NUT SPACED EVENLY FROM FLOOR TO GARAGE DOOR HUR IN JOINTS PRIOR TO FILLING. I-2X6 PT BLOCK 6 CENTER OF 0 DOOR HEADER WA V)i'XS' J-BOLTS W EMBEDMENT W/ 2'X2')G6' WASHER AND NUT. NOTES � ALL ANCHORS SHALL BE IN ACCORDANCE TO MANUFACTURIEW1 INSTALLATION IN6TRIOTICNS WHERE GARAGE DOOR t BUCK ATTACHMENT 8' CMU 14' DRYWALL I'X4' OR 1'X2' P.T. NAILER ElIx4 P.T. OR %'X4' MIN. SECURE THRU FRAME 4 EXTEND I Y4 INTO BLOCK ❑TIWI %' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I-Y4 WITHIN 8. OF EACH END 4 18' O.C. MAX SPACING DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +3/4 OR +5/4 WINDOW TO BLACK +3/4 OR +5/4 UA SCALE: N.T.S. 2X4: m SECURE TO BLOCK W/ V6' TAPCONS OR (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y♦') WITHIN S' OF EACH END 4 18' O.C. MAX SPACING. 2X6,= SECURE TO BL W/2-'){6' TAPCONS(MIN. °DANK SIZE .145 MIN. HEAD 812Di°J0 MIN. EMBEDMENT I Y4') WITHIN 8' OF EACH END 4 8• CMU 18' O.G. MAX SPACING. K' DRYWALL 2X8,® I'X4' OR M(2' P.T. NAILER SECURE TO BLOCK W/2-%, OOR CASING TAPCONS (MIN. SHAW, SIZE J45 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y4') ATTAC44 TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. 18' O.C. MAX SPACING NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED )4) DOOR JAMB TO BLACK +1-1 2" in1 WINDOW TO BLACK +1-1 " " SCALE= N.TS. 2X4= SECURE TO BLOCK W/' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 3" MIN, EMBEDMENT I Y♦') WITHIN 8' OF EACH END C 4: STRUCTURAL 2X 18' OMAX SPACING. MUST BE ON OUTSIDE 4 2Xbm SECURED THROUGH TSECURE APCONS TO BLOCK W/2-j(6' NON-STiQI.IGTURAL Vo. (MIN. SHANK SIZE J45 TAPCON MIN. MIN. HEAD SIZE 300 EMBEDMENT INTO BLOCK MIN. EMBEDMENT I Y4) CMWITHIN 8' OP EACH END 4 ' DRYWALL 18' O.C. MAX SPACING. ❑ X4' OR 1'X2' P.T. NAILER 2XS:® SECURE TO BLOCK W/2-%' ?CA;AC ' 0$. X 4' MIN, TAPCONS CASING(MIN. SHANK SIZE .145 MIN. HEAD SIZE 300AMB ORWINDOW MIN. EMBEDMENT I Y♦'> N TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS, 18' O.C. MAX SPACING. -"/u NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLACK +1-16 1¢" oW BLOCK +1-15 8 C SCALE, N.Tb. 2X4:m SECURE TO BLOCK W/ W6' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I)4) WITHIN 8. OP EACH END 4 NOTE: STRUCTURAL 2X 18' O.G. MAX SPACING. MUST BE ON OUTSIDE 4 2x6,m SECURED THROUGH SECURE TO BLOCK W/2-%- NON-STRUCTURAL 3(6' TAPCONB TAPCON MIN. I-Y4' (MIN. SHANK SI ZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') 8. GM<! WITHIN 8' OF EACH END 4 DRYWALL Jg DRYWALL IW OL. MAX SPACING. 2XS® ❑ 1'X4' OR P.T. NAILER • BLOC, W/2-Va- OOR CA1111,*SEGO (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 DOOR OR WINDOWMIN. EMBEDMENT I Y4l TTAGHTOX PER WITHIN 8. OF EACH END 4 MANUFACTURES DETAILS. IS' O.C. MAX SPACING NOTE, SHIM AS NEEDED TO PLUMB JAMB (00 NOT EXCEED Y4') DOOR JAMB TO HIACK +2 i 4" WINDOW TO HIACK +2 1 4" SSG LE, KT . 2X4m SECURE TO BLOCK W/ V TAPCONS (MIN. SHANK SIZE .14S MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y♦') WITHIN 8' OF EACH END 4 NOTE, STRUCTURAL 2x B' MAX SPACING. MUST BE ON OUTSIDE 4 2Xbm SECURED THROUGH SECURE TO BLOCK W/2-94' NON-STRUCTURAL �1(6' T TAPCON MIN. I Y4 (MIN. SWANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 • OMU MIN. EMBEDMENT I Y49 Ye' DRYWALL WITHIN 8' OF EACH END IS' O.C, MAX SPACING. 'X4' OR 1'X2' P.T. NAILER KSECURE TO BLOCW/2NGTAPCONSDOOR 4MANUFACTURES CASI(MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4)OOR JAMB OR WINDOW WITHIN 8' OF EACH ENDTTACH TO 2X PER 18' O.C. MAX SPACING. DETAILS. ram aar r raco ro naN srs mo rwr oacaxri DOOR JAMB TO BLACK +3" E IBM TO BLOCK +3" SCALE, N. 3. 2X4m SECURE TO BLOCK W/ V TAPCONS (MIN. SHAM, SIZE 145 MIN, HEAD SIZE 300 MIN. EMBEDMENT 1 Y4 ) WITHIN 8' OF EACH END 4 NOTE, STRUCTURAL 2X IS' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2Xb:m SECURED THROUGH SECURE TO BLOCK W/2-%' NON-STRUCTURAL W6' TAPCONSCMIN. SHANK SIZE TAPCON MIN. I-Y4" 145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 8• CMII WITHIN 8' OF EACH END 4 JS• DRYWALL 18' O.G. MAX SPACING. 2X8:® ❑ I'X4' OR VX2' P.T. NAILER SECURE TO BLOCK W/2-W6' ND 2X SECURE TO TAPCOt,WMIN. SHANK SIZE TURALMEMBERJ45 FEE 2Jf2d WITHIN8' OFEACH MIN. HEAD SIZE300D 4 6' TO 8' OiC. MAX MIN. EMBEDMENT i Y4) OOR CASING WITHIN 8' OF EACH END 4 DOOR JAMB OR WINDOW 18' O.C. MAX SPACING. ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4) DOOR JAMB TO BLACK +3" F 32M TO BLOCK +" E, NT , 2x4m SECURE TO BLOCK W/Y4' TAPCONS(MIN. SHANK SIZE 145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) NOTE, STRUCTURAL 2x WITHIN 8' OF EACH END 4 MUST BE ON OUTSIDE 4 18. O.C. MAX SPACING. SECURED THROUGH 2X&,= NCN-STRUCTURAL SECURE TO BLOCK WA-1/4' TAPCON MIN, I-Y4' TAPCONS(MIN. SHANK SIZE EMBEDMENT INTO BLOCK .145 MIN. HEAD SIZE 300 8, CMU MIN. EMBEDMENT I Y♦') , DRYWALL WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. 'X4' OR I'X2' P.T. NAILER 2x8® ❑ SECURE TO BLOCK WA-1/4' Y&' OA.B. X 4' MIN. TAPCONS (MIN. SHANK SIZE .148 DOOR CASING MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4l DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER 18' O.C. MAX SPACING MANUFACTURES DETAILS. e as racyroFuew�m—mcowV, DOOR JAMB TO BLOCK +3-7/18" WINDOW TO BLACK +3-7/18" SCALE: N.TS. 2X4= SECURE TO BLOCK W 4" TAPCONS (MIN. SHANK SIZE J45 MIN, HEAD SIZE 300 MIN. EMBEDMENT I Y♦') WITHIN 8' OF EACH END 4 NOTE, STRUCTURAL 2X I8' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 SECURED THROUGH SECURE TO BLOCK W/I-I/4' SECURE NON-STRUCTURAL TAPCONSTAPCON MIN. I Y4 (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT i Y4) 8' CP1U WITHIN 8' OF EACH END 4 V DRYWALL 18' O.G. MAX SPACING. ❑ VX4' OR I'X2' P.T. NAILER 2XSs SECURE TO BLOC, W/1-1/4' P.T. X 4' MIN, TAPCONS CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 TTACH TO 2X PER IB' O.C. MAX SPACING. MANUFACTURES DETAILS. NOTE: SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Ye) DOOR JAMB TO BLACK +3 3/4" W + H SC LE: N.T.S. • 1441 N. RONALD REAGAN ISLVD. LONG WOOD, FL 32750 PH: 407-774,6078 FAX: 407-7744078 www.abdaslgngtoup.com AA M: 00033,25 [alm c b Q OU33DXV Ae LOT: SILVERADO LOT #5 BLK. #12 PROJECT* 04128.0 1-05121 MODEL: 4EBB "1828-CALI" OAL2AOE SMWMG: LEFT PAGE: DETAILS %150 MPH EXP. B DAATE 8/16/18 SCALE: 1/4"=1'-0" SHEET D 2 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 6223.3 FL 17325.1 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2017 FBCR 12/31/2018 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 FL 15217.14 MI WINDOWS & DOORS SINGLE HUNG - 2017 FBCR 6/16/2020 FL 18240.2 MI WINDOWS & DOORS SLIDING GLASS DOOR - 2017 FBCR 6/16/2020 FL 1S353.1 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 FL 5891.1 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR 12/31/2018 FL 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 10/13/2020 FL 10477.1 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 01/01/2018 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 FL 4103.1 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 TAMKO ROOFING ROOFING ACCESSORIES 2017 FBCR 12/31/2018 FL 7006.4 IKO SHINGLES 30 YEAR 2017 FBCR 9/6/2021 FL 1S8.1 CASTCRETE STRUCTURAL LINTELS 2017 FBCR 9/11/2018 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2017 (6th EDITION) BUILDING CODE INFORMATION SYSTEM W W W.FLORIDABUILDING.ORG CONTROL DATE: 06/13/201 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAK 407-7744078 www.abdosigngroup.com AA #: 0003326 0 0 E a exnwly ae Los SILVERADO LOT #5 BLK. #12 PMJWT# 4 8. 01-0512 MODEM, 4EBB "1828-CALI" GARAOm BITING: LEFT PA03M PRODUCT APPROVAL LISTING 150 MPH EXP. B PREFORMED CONTROL JOINT'S PLANGE OP CONTROL JOINTS Td BE WIRED TIED TO LATH • 9' O.C. MAX (VERTU. NOTE, DO NOT PASTEN CONTROL JOINT TO WALL EVEN IF STUD FX16TG BEYOND EXCEPT STAPLES W/ SECU ES CONTRROLLJONTO TEMP. C%NtW. INSTALLATION —� PA6TI•JERS TO BE SPACED • T' O.C. MAX VERTICALLY LATH SHALL NOT BE CONTINUOUS THROUGH CONTROL JONT6 BUT SHALL BE STOPPED AND TED AT EACH SIDE TO , IG � � I vTo D- D' iff COAT CEMENT WRB LAYER n, 1401"IBER BUILDING PAPER APPROVED METAL LATH FASTENED Al' (VERTJ Or- MAX AT 9U PORT6 W RIS LAYER 9, STUCCO WRAP WOOD SHEATHN6 PERASTM GIB69 PROVIDE 2X4 BLOCKING PER \ PLACED BAT MAX W TO 6' lJVJAxPROM C40NTIWL JOINT WHEN \ CONTROL JOINT FALLS ON L FASTENERS FOR LATH TO BE NAILS 0-- STRUGTUIfAI. STUD STAPLES IN COMPLIANCE W/ ASM G1063 T 2. WIRE TIES TO BE (NO. IS) 0E416' WIRE / 3. BLOCKING SHOWN MAY BE IN ADDITIO l \ TO WALL STUDS REQUIRED PER PLAN p/�qSq '�YIII IIIRRIII � I!W I�I OL F0.D IrWAIp a PT. A O M. A MIN2APD . R. A 2. CPEAN . I.T.6 X CREASE . M. C OLFCLD MWO.PT.A �. etrlLAss . R. e IrCLD ® LFa.DINLIMD.Pr.A 2. MANI D PT. e S. aETw • PT.O 4. RLD Pr. C OYM PT. S TWL Pr. C TdKbN eORCT1 ILATeE Aa r eDTToI® "-A'W' EATR T164R b= ff. tat' Nom, APPROVED BUILDING WRAP SMALL BE LAPPED A MINIMUM OF 4'.41 SELF -ADHERING MEMBRANE 6 ` 6' • VERTICAL LAPS (ROLL R.ASNMG (COMPATIBLE W/ H1016E E406) A 6' • HORIZONTAL LAPS, WRAP MATERIAL) OVER 4' ALL BE" NEED TO BE TAPED LATH VERTICAL. LAP TO BE P APPROVED HOUSE WRAP, WITH PORTMER SWATHING TAPE \ ELABHMG To EXTEND ONTO PIPE , / \ 1' OR LESS PIPE 'ti..,, 1'.6' SELF -ADHERING MEI'�RAM / \ PENETRATION R.ASHNG (COMPATIBLE W WOUSE t WRAP MATERIAL) OVER 4'x4' �.: SELF -ADHERING MEMBRANE BASHING OVER APPROVED / 1• MN. L- . MET4L LAT \ �'7i HORSE WRAIM. ` FLASHING TO EXTEND ONTO PIPE �C X X X I X X X— — — — CUR' AND OVERLAP ONE SIDE OF METAL LATH B�N�G T' ll "RAZE CUT AND OVERLAP ONE 610E OF �TCp 11I CTCp 6'f SELF -ADHERING ME10RAW 6��YER M, I WRAP PLA67ER3 COAT CEMENT ' —� BA6HMG WtlD LAYER M, 811JCC0 WRAP METAL LATH v MIN P4P R eL W OW.T / I WRB LAYER -1, PORN 48M Wtm LAYER 9, PORTPIBER UM LAYER 4, PORTIPIBER BUILDING PAPER BUILDNGr PAPER �BWLDING PAPER METAL LATH \ / I 6'.6' 6ELP-ADHERING MEMBRANESTUCCO WRAP SELF- LNG OVER MEIN BELE•ADHERMG TTB'1DRAYE INSTALL FASTENERS (CLIPS, BA614NO OVER APPROVED WOOD SHEATHING STRAPIPS/ WIRI? TO SECURING HOUSE WRAP. J REQUIRED TO SECURE H_ US NG To ONTO PIPE ...... -�a ....—.�_ ...,.�-..- 2' 6CALErrI ® KIC KO UT DETAIL e THICK, 3 COAT CEMENT PLASTER MRAM w' 2 COAr CNIOW KAMM (CMU WPM LAYER 4. FORTEIBER BUILDING PAPER (7RANE CNLT) WPM LAYER -11 STUCCO W APem re o Ly) LAP LAYEM Or SuILDG!➢ WRAP OAR NMLNS M1ATW6. STOP �� mt" on o„ lDtltEeOR MIWLL BAN:W i rpp _ KICK-NT R.AGWM (sa \ DETAIIJ ! — WATE! TWIT eML (SEND oR d`0� . / SCLDWR DO cm = NSTx, TCK«our AT pOTTOH CP POCF 1 WY1LL NIBYSCTICTL r MN un a , 4• ov2 4LL LM SIDE LAPS OF METAL PLASTER BASES SMALL BE SECURED TO FRAMING MEMBERS, THEY SMALL BE 71E0 BETWEEN SUPPORTS WITH 00415-IN. (111-MM) WIRE AT INTERVALS NOT MOM THAN 9' (229-MM). AS PER ASM CI063 IAL FOR REPAIR OP TEARS IN WR5 LAYERS, TEARS MAY BE PATCHED WA 40USE WRAP TAPE PER MANUP 6PEC. OR PEEL a STICK WOOD 6HEAT1 BUILDT PAPEP STUCO 4rN PtR WOOD SHEATHING OR CMU WR5 LAYER 01, STUCCO WRAP (FRAME ONLY) J' THICK, 3 COAT CEMENT PLASTER(FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WR5 4 TAPE OVER ROOFIWALL SCREED 5'X5' 'L' TYPE CONTINUOUS GALV. METAL FLASHINCs (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. N.T.S. CONT. BEAD OF SEALANT AIR SECTION PER SECT O14 R70S.7 Ederiw WWnW W oWbnm Exterior use of ponWW oemEW pester hell comply RIM the eppllostlon r.Wlremems of ASTM C 926.1?A. ImWletbn of exterior laftg and kwrkg shell complywithASTIVI C 1063.12A. LEGEND DRAINAGE PLANE (IURB LAYER 01, STUCCO WRAP) WR5 LAVER #2 (FORTIF15ER - - - --- - IBUILDING PAPER) METAL LATH x—x—x—x STUCCO SELF-ADHESIVE FLASHING - - - NOTE - METAL LATH: LATH TO 5E PER SECTION R103 7.1 / A5TI" I G-847-0lB, MIN. 2.5 1-55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD, LONG WOOD, FL 32750 PH: 407-774.6078 FAX 407-7744078 www.abdesigngroup.corn AA k: 0003326 y o� tlV y V A H O SVBDIV. & LOT SILVERADO LOT #5 BLK. #12 PROJECT# 04128.001-05121 MODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B '1 D ATI 8/16/18 13CALE: 1/4"=1'—O" SHEET WA1 .00 BACKER ROD SACKER ROD INSTALL W SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SECAJENCE OF FLASHING TO BE, 1. BOTTOM, 2. SIDES, 3. TOP VENT CAP IS TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO SE TOOLED SO AS TO DEFLECT WATER AWAY FROM JOINTS. E-Z BEAD ALL ARMND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ON ALL SIDES,X' CAULKING • JOINT ALL AROUND PER SECTION R703.7 Exterior lathing and pleatedng Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 926-12A. Installation of exterior lathing and framing shall comply with ASTM C 1063.12A. WRB LAYER -1, it "X. 1 STUCCO WRAP r. HOODED VENT }' HIM 3 COAT CEMENT STER METAL LATH WRB LAYER 4, FORTIFIBER BUILDING PAPER WOOD SHEATHING DRYER VENT (FRAME) WOOD SHEATHING WRB LAYER 9, STUCCO WRAP ARB LAYER P1, FORTIFISER BUILDING PAPER WOOD CONSTUCTION .,, METAL LATH S' CMU ��':'-":` VINYL CASING BEAD c i 6' RAISED BAND T01f' ac=MID-WALL wear• 6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING Z FLASHING STONE VENEER OVER SCRATCH COAT HORIZONTAL WEEP SCREED XZSTONE VENEER (FRAME TO BLOCK) LEGEND DRAINAGE PLANE (WR5 LAYER "I, STUCCO WRAP) WR5 LAYER 02 (FORTIFI5ER — — — — — 5UILDING PAPER) METAL LATH x—x—x—x STUCCO 5ELF-ADHE5IVE FLASHING — — — — — NOTE: METAL LATH: LATH TO 5E PER SECTION R103.1.1 / ASTM C-841-0S, MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT • TOP 4 SIDES 6B DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH WALL 1 6' SELF ADHESIVE — FLASHING (INSTALL PER MANUF. SPECS.) BUILDING PAPER — UNDER 'GUICK FLASH' A VENT PENETRATION SCALE, N.T.S. ELEC. METEF VERIFY LO STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION —ELEC. METER FIELD VERIFY LOCATION CONSTRUCTION WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIF15ER BUILDING PAPER THICK, 3 COAT CEMENT Ye' TO X, MID -WALL WEEP SCREED �-6' 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-POLY5LEN0 FOAM -('GREAT STUFF' OR SIMILAR) APPLY A SILICON 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 WRB LAYER h, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW CUT SUCH THA' NO MEMBRANE ENTERS BOX, APPLY TO FAf EDGE APPLY E-Z OVER 60 MI GRADE 'D' FELT-PROVI SEALANT AT JOINTS AND INTERSECTIC WOOD SHEATHING LAYER h, STUCCO WRAP LAYER Q, FORTIFIBER BUILDING PAPER METAL LATH WOOD 1Z SOON TRACTION y�ISN • UlOt7D FASTEN TO WOOD STRJCTURAL MEMBER • T' ors, MAX a' Q'lu Y.'Tr )EDWGL, • W WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING �`— FINISH • MASONRY �B HORIZONTAL WEEP SCREED (FRAME TO BLOCK) WR5 LAYER "I, STUCCO WRAP CUT 'X' INTO SELF -ADHERING MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRS LAYER STEP 1*1 APPLY 60 MIN - GRADE 'D' FELT OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP STEP :13 8• STET= #2 WRB LAYER 01, STUCCO WRAP SELF -ADHERING MEMBRANE FLASHING WRB LAYER R, FORTIFIBER BUILDING PAPER STEP 04 ELASTOMERIC COATING OVER STUCCO/ G.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP 05 5TEF No OELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdeslgngroup.com AA M. 0003325 g 4 V 0 b O a 7 StMDIV. as LOT SILVERADO LOT #5 BLK. #12 PROJECT* 04128.001-05121 MODEL: 4EBB »1828—CALI" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS %150 MPH EXP. B rPRAMT 8/it3/18 SCALE: 1/4"=1'-0" SEMEdd�TT A2 WOOD FRAMED WOOD SHEATHING WALL WALL UPS LAYER M, STUCCO WRAP SUB -FLOOR DECKING WOOD WRB LAYER V, FORTIFIBER CONSTRUCTION BUILDING PAPER PRE-ENG'D TFLISS -Y HAT CHANNEL }' THICK, 3 COAT CEMENT WEATHER RESISTIVE W/%' TYPE 'X' DRYWALL PLASTER BARRIER M 6' SAP. • TOP OF WEEP SCREED WEATHER RESISTIVE - - TO SHEATHING BE14ND WEEP SCREED BARRIER 42 4' POSITIVE DRAIN }' THICK 3 COAT CEMENT WOOD SHEATHING � , WEiEP SCREED PLASTER , `� METAL LATH gSTUCCO WRAP WOOD SHEATHING }' THICK, 3 COAT CEMENT ` PLASTER / - �\ b' SELF-ADHE AM66-W11C 19-T80 GIIBTOM GA FLASHING WRAPPEDPPED • TOP OF WEEP SCREED TO SHEATHING BELOW AY �\ WRO LAYER X-• STUCCO RAP 4' POSITIVE DRAIN WEEP SCREED 02, UlRIB LAYER FORTIFIBER � BUILDING PAPER (SHOWN POF SEPARATE A ` 6' SELF -ADHERE( WRB LAYER M, i FLASNI WRAPPED STUCCO WRAP AMICO AM66-WFWC-1E2 CUSTOM CASING BEAD • CORNER OF CANTILEVER 4' POSITIVE DRAIN ___ _ _ __ I Y ns:s+se W81 NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CASING BEAD 1�A DTL.® CANT. SCALE, 1 1/2'.I'-0' NOTE: METAL LATH: LATH TO BE PER SECTION R103.11 / AST( - I C-641-0S, MIN. 2B L55. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WOOD CONSTRUCTION WEATHER RESISTIVE BARRIER M 3/4 RESILIENT WEATHER RESISTIVE HAT CHANNEL I BARRIER R F, '--}' THICK, 3 COAT CEMENT VINYL CORNER BEAD 4' POSITIVE DRAIN VINYL CASING BEAD ND GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) PLASTER 11D DRIP EDGE INSTALLATION WOOD CONSTRUCTTON RESISTIVE M RESISTIVE �2 }' THICK 3 COAT CEMENT I PLASTER 5/8, TYPE 'X' DRYWALL METAL LATH W/TEXTURED 4 PAINTED WOOD SHEATHING FINISH l }' THICK 3 COAT CEMENT HEADER/BEAM PLASTER VINYL CASING BEAD L NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 11 DRIP EDGE INSTALLATION EXTERIOR GRADE DRY WALL j' THICK, 3 COAT COME PLASTER VINYL CORNER BEAD ONLY) @pAANUILEVER DRIP EDGE DRAINAGE PLANE (URB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER - - - - - BUILDING PAPER) METAL LATH x—x—x—x 5T UCCO SELF-ADHESIVE FLASHING - FINISH LAYER (2 LAYER PEEL 4 STICK)\ 6' PEEL STICK s DRIP EDGE TO DECK I NXI -Y4 P.T. OR SIMULA WOOD (TREX) FILLER CONTINUOUS WATER PROOFING Ist I \ LAYER (2 LAYER PEEL STICK) WRAPPED FROM BALCONY DECK TO — CANTILEVER 6' PEEL 4 STICK • DRIP EDGE TO DECK— \ I NXI 'Y4' P.T. OR SIMULAI WOOD (TREX) FILLER CONTINUOUS Y: GAP FOR BACKER/ ROD 4 SEALANT FINISH LAYER (2 LAYER PEEL 4 STICK) W/TEXTURED 4 PAINTED FINISH }' THICK, 3 COAT CEMENT PLASTER VINYL CORNER BEAD -I J 3' X 3' 26 GA. GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT, JS' MIN. SPACE FROM DRIP FACE TO TREx Y,i GAP FOR BACKER ROD 4 SEALANT VINYL CASING BEAD WEATHER RESISTIVE BARRIER M WEATHER RESISTIVE -m.aaxnwn BARRIER 42 4.rarw,ar.n DECK MEMBRANE, EXTEND OVER DRIP EDGE 3' X 3' 26 GA. GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT,)i' MIN. SPACE FROM DRIP FACE TO TREX VINYL CASING BEAD WATER PROOFING lot LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER }' THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING WEATHER RESISTIVE BARRIER M (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11A EDGE INSTALLATION COLUMN SHEATHING WEATHER RESISTIVE BAR\RIRIER M -' WEATFERE519TIVE BARRIER ►2 Ic `. 6' SAF. \ `Q PEEL 4 STICCK I Vx3' 'L' FLASHING FULLY EMBEDDED IN ROOF CEMENT IN X 3' 26 GA. GALV. METAL DRIP EDGE Y4' GAP FOR BACKER SET IN RILL BED OF ROD 4 SEALANT SEALANT, x' MN. SPACE PROM DRIP VINYL CASING BEAD FACE TO TREX \Ist WATER PROOFI LAYER (2 LAYER PEEL 4 STICK) \PEEL 4 STICK IT 8U6 FLOOR WOOD SHEATHING CONTINUOUS Y4' GAP FOR SEALANT OPT. BACKER ROD. - MODIFIED Bra 3/4 RESILIENT HAT CHANNEL W/TEXTURED 4 PAINTED FINISH }' THICK 3 COAT CEMENT PLASTER WEATHER RESISTIVE BARRIER M WEATHER RESISTIVE BARRIER s2 EXTERIOR COLUMN COLUMN SHEATH( W SAP. i Vx3' 'L' PLASHING FULLY EMBEDDED IN ROOF CEMENT I V X 3' 26 GA. GALV. METAL DRIP EDGE SET IN PULL BED OF SEALANT. V MIN. SPACE FROM DRIP WATER PROOF( Ist LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER THICK, 3 COAT CEMENT METAL LATH WOOD SHEATHING VINYL CORNER BEAD J / (SHOWN FOR CLARIFICATION OF VINYL CASING BEAD f SEPARATE ACGE66ORIES ONLY BALCONY DRIP 11C EDGE INSTALLATION CB? COLUMN ( W /"T " T,'T AcZT-TTAT!-"_) 2x FRAMING MEMBER WRS LAYER M,t STUCCO WRAP THICK, 3 COAT CEMENT WOOD SHEATHING PLASTER WRB LAYER R, FORTIFISER ' BUILDING PAPER 2 1/2" CORNER BEAD WRB LAYER "I, FASTENED TO SHEATHING -I* O.G. MAX. METAL LATH STUCCO WRAPto a' THICK, 3 COAT CEMENT J WRB LAYER 02, FORTIFIBER N PLASTER ,' BUILDING PAPER j . UlRB LAYER M, 6'5ELF-ADHERING a ' METAL LATH STUCCO WRAP FLASHING WOOD SHEATHING ' (EXPLODED J' THICK, 3 GOAT CEMENT VIEW FOR PLASTER METAL LATH DRIP CAP CLARITY) WRB LAYER 02, FORTIFIBER BUILDING PAPER 14A CORNER BEAD @) FRAME 2 GONER BEAD (FASTENER 4 SPACING to l' O.C.) N N CMU THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY / � p�CORNER BEAD � BLOCK WINDOW FLANGE 15B CASING BEAD 0 WINDOW ( FRAME, NO BAND) 1441 N. RONALD REAGAN BLIND. LONGWOOD, FL32750 PH: 407-774.6078 FAX 407-774-4078 www.abdesigngroup.com AA B: 0003325 b 0 O ti a a sysDiv. a. 7.0 SILVERADO LOT #5 BLK. #12 13pitoizcTop 04128.001-05121 MODEX. 4EBB "1828-CALI" GARAGE 9V7NG: LEFT PAGE WALL ASSEMBLY DETAILS 150 MPH EXP. B D A'� 8/16/18 LOCALE: 1/4"=1'-0" 8*=T WA3 WOOD SHEATHING WRB LAYER •I, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER —. METAL LATH ]' THICK, 3 COAT CEMENT PLASTER FLASHING VINYL ANGLED CASING BEAD DRIP CAP — WINDOW FLANGE WOOD SHEATHING WRB LAYER e1, STUCCO WRAP I WRB LAYER 62, FORTIF15ER BUILDING PAPER 1, METAL LATH (EXPLODED J" THICK, 3 COAT CEMENT VIEW FOR PLASTER CLARITY) WRB LAYER "I, STUCCO WRAP WRB LAYER 02, POWIP15ER BUILD` PAPER METAL LATH THICK, 3 COAT CEMENT PLASTER 6'SELF-ADHERING FLASHING WINDOW FLANGE CASING BEAD (P WINDOW (15C (FRAME, W/BAND) WOOD SHEATHING, METAL LATH WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER 9' THICK, 3 COAT CEMENT — PLASTER VINYL ANGLED CASING BEAD VINYL CASINGS BEAD Ya' GAP TYP CASING BEAD IX TRIM MEMBER To TRIM is STUCCO TO SIDING TRANSITION SIDING STUCCO J' THICK 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 02, FORTIFIBER BUILDING PAPER WOOD SHEATHING WRB LAYER N, STUCCO WRAP \— CASING BEAD 6' SELF-ADHEREING FLASHING OR PEEL 4 STICK SIDING TO STUCCO 18 ���ADOSECTION) woo 6HEATNW.— O�AReI�ER �616TIVE Ele �elartve ISAIRRI!("`X TT YM�� abM uuuuR F--AO114 G STARTER STRIP GALVV METAL - Z' R.AGHMI6 upm Ir+ OEBC2 \ \ 6RHERING BARRIERASWM RESISTIVE WEATHER SRESISTIVE .%� HMG HER C.ALND PETAL W R.ASHWA I OR GAP AROVE�DW LG ITANT CASW SIDING TO STUCCO ® BLOCK TO FRAME ��� TRANSITION NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-0% MIN, 2.5 LBS. WOOD SHEATHING PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) UJRB LAYER *I, .W�- STUCCO WRAP WOM WEATHER W616TIVE BARRIER , �618TIVE B�j� WRB LAYER 02, FORTIFIBER XA,�RRIER If a' VIE' ALP 60' BUILDING PAPER R HI RIIKi METAL LATH 6TARTER6TRIP— (EXPLODED THICK, 3 COAT CEMENT \ \ VV VIEW FOR PLASTER •r` CLARITY) Ici�oC rn4wm CASING BEAD ® RAISED 1 "7 A BAND ( FRAME) SCALE: 1 1/2' =1' -O' THICK 3 COAT CEMENT SEALANT PLASTER METAL LATH a WINDOW FRAME ._...r__._..._..._...___ WRB LAYER 02, FORTIFIBER -- BUILDING PAPER / E-Z BEAD VINYL CASING (111/1 FLEXIBLE PVC BACKER ROD) WRB LAYER "I, STUCCO WRAP, WRAPPED AROUND FRAMING MEMBER 6' SELF ADHESIVE FLASHING WOOD SHEATHING 2X FRAMING MEMBER DETAIL BELOW EXPLODED FOR CLARITY WEATHER RE616TIVE BARRIER AP ABOVE OR L 1 _THER RESISTIVE BARRIER h \ 11 \ / THTHER RESIST" \ / \ \ GALV'D PETAL I 2' rLASHMG DAGGER Rwl / RABi�M TM ; -ADHERM \ �T-!ri rI.A6RT TER\1� uEATF1ER RE616TIVE BARRILR , WEATHEIR RESISTIVE BAJRRI �elarlVE SIDING TO STUCCO \-WEATHERRE6IeTIVE ® FRAME TO FRAME ISARRIER-2 19 TRANSITION Y4' GAF' TYP THICK, 3 COAT CEMENT CASING BEAD PLASTER `. SEALANT TO WINDOW METAL LATH 1 WRB LAYER 62, FORTIFIBER BUILDING PAPER I WINDOW FRAME WOOD SHEATHING 1 i i . I I WINS LAYER 01, STUCCO WRAP I I 6' WIDE PEEL t STICK OVER FLANGE WINDOW FLANGE E-Z BEAD VINYL CASING 2X FRAMING (W/�6' FLEXIBLE PVC BACKER ROD) MEMBER -APPLY FULL BED OF SEALANT BETWEEN (II FLANGE 4 BUILDING WRAP BUILDING WRAP -----------------------------------------------------------------------------------------------' - EZ BEAD WINDOW CASING LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 62 (FORTIFIBER — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO SELF-ADHESIVE FLASHING — — — — 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-77445078 FAX: 407-7744078 www.abde6lgngroup.com AA B: 0003325 ro 0 M c a ti a sunDiv. to ED SILVERADO LOT #5 BLK. #12 PROJffiCT* 04128.001-05121 MOD28Ls 4EBB "1828-CALI" GARAGE sw1NG: LEFT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B DA.TZ 8/18/18 scALE: 1/4'•=1'-0° B13EET WA4 CUT HOME~ AT 16' ANGLE MODIFIED 11• CUT IN HOUSEUMAP LINE OF W INDOUI OPINING APFROVED HOUSEWRA.P OVER SHEATHING OVER WO STUD WALL STEP 1 INSTALL b'- 6EIP-ADHFIRING F-AGHM OVER NAILING FLANGE JA1106 EMEND FLASHING MIN / F 6\J/\ FLEXIBLE 1LL E R.ABHING W NOT SEAL BOTTOM —� FIN STEP 6 Tp'7PORAMLY FOLD -UP 4 SEC HOME~ (O TUQC FLAP IND at HEAD FOLD HOUem IN AT JAM86 4 SLOPE SILL R INSTALL 6' F.ASHIHG Ovm VNYL HEAD R.AB4ING (WITH 00 DAMS) NAILING FLANGE INSTALL VINYL CAP STEP 7 ALIGN FLASHING W/ INT. EDGE OF SILL RD. MECHANICALLY PAOTM FANN= EOGM.(CAP NAILS, STAPLeb) INSTALL OUPONT KJDMPAP AS TH FLASHING AT THE AM"AND HEAD a N'PLY TO BACK OF 6COU NAILING LANCE IN LINE W/ 'Re-M M44ED OLES OR SLOTS. RM ADHESIVE D(IBLe FLAOMM .M DIWIP CAP ECTO-WRAP EOWV) WINDOW FLASHING INSTALLATION DETAILS 12 ( FULL WRAP) SCALE: NTS STEP 4 LL ITHE CONTACTORS RE6PONSIBILTY TO VBtlPY THE COMPATIBILITY OF ALL PI%0=T6 INCLICNG HOlSM~, 68ALANT6 ( 611ILF-AC009M ILA64NM MATERIALS USM DURING CCNSTINACTIOK 2. INSTALL ALL MATMAL6 PIM M~ACRUQR6 WRITTEN 6PECIFCATI," WARNING, 6eALANT6 MAY REACT ADVERSELY IF NOT COMPATIBLE. CLEAN AND SEAL JAMB TO SILL JOINTS WITH DOW 1199 FOLLOWING COMPLETION OF EXTERIOR RETROFIT WORK REPAIR SCHEME SHOWN SHALL BE IMPLEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER INTM61ON BELOW THE WNDOU OPENING SEAL INTERIOR PERIMETER OF WINDOW WITH SEALANT 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.com AA N: 0003325 F oa 4 y 0 F a M T: PROJECT# 04128.001-05121 MODEL' 4EBB "1828-CALI" GARAGE 6VWG: LEFT PAGE: WALL ASSEMBLY DETAILS: WINDOW FLASHING 150 MPH EXP. B / ----- ----- ---+ - -- - \ 2x6 SUB-BANb f W/I'x4' NOTCH / _ - __ - END, WRAPPED IN � N All PEEL a STICK I !�\ 1 DRIP EDGE I t I\ '1/6' TEXTURED i \\ FINISH 0 WOOD \\ 1/2' TEXTURED FINISH a+ CMU \ \\ \ \\\ V : METAL FASCIA WRAP Ys' FROM \\ STUCCO, I' FROM \\ \ WOOD WALL \\ —EXTERIOR WALL \\ (FRAME OR CMU) \\ \\ `\ NOTE: NOTCH FOR 2X6 SUB BAND ONLY 11 ®ELEVATION T/B' TEXTURED FINISH • WOOD, 1/2' TEXTURED FINISH • CMU x x x x METAL LATH x x x x x METAL FASCIA WRAP d� WOOSHEATHING x x x x x x 1. OR x x x x x x III WRB LAYER 1, r STUCCO WRAP(FRAME ONLY) x x x x x x x x x x x x f WRS LAYER -2, FORTIF15ER x x x x x x x x x x x x x - ---- BUILDING PAPER x x x x x x x x x x x x x FRAME OR CMU (FRAME ONLY) 2x6 sue DAND ROOFING CEMENT x x x x x x x x x x x FELT PAPER x x x x x x x x x x DRIP EDGE x x x x x x x x x x : DRIP EDGE x x x x x x x x (REFERENCE POINT O �� �N METAL KICK OUT x x x x x ONLY • FOR WALL OFF x SET OF COMPONENTS) —ROOF KICK OUT REMOVED \\ FOR CLARITY \ ROOF DECK (BEYOND) `\ DRIP EDGE, I' OFF WALL (NOT INTO STUCCO) TEXTURED FINISH o / WOOD, 1/2' TEXTURED FINISH ® CMU -2x6 SUB -BAND W/I'x4' NOTCH END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL SUB BAND DETAIL ® WALL METAL FLASHING, WRAPPED MIN, Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND WAl 'x4' NOTCH a END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT 0 ROOF EDGE OMITTED FOR CLARITY 3� x J1 x x x x x x x x x x x x x _3 �4+ 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 FRAME OR CMU PRE-ENG'D TRUSS TO BE CUT * x x x x x x x x x x x x x WALL KICK -OUT FLASHING WALL LINE TO AVOID CONTACT x x x x x x x x x x x FELT PAPER W/TEXTURED FINISH x x x x x x x x x x 2'x4'x4'-O' x x x x x x x x x x DRIP EDGE SCABBED TO TRUSS x x x x x x x x (REFERENCE POINT W/12d NAILS 6'-6' x x x x x ONLY FOR WALL OFF O.C. MAX. x SET OF COMPONENTS) 2x SUB -BAND W/14'x4' NOTCH 0 END METAL FLASHING, WRAPPED MIN. )'4' ABOVE BOTTOM OF DRIP EDGE NI 2x SUB -BAND METAL FASCIA WRAP W/Vx4' NOTCH IN ®�L,�,N PEEL 4 STICKWRAPPE DRIP EDGE EXTERIOR WALL -ROOF CEMENT m (FRAME OR CMU) ROOF EDGE OMITTED FOR SUB BAND DETAIL ® WALL CLARITY W/KICK—OUT 1441 N. RONALD REAGAN 8l LONGWOOD, FL 32780 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.com AA M: 0003325 t a !;#A L -J evaaiv aLOT: SILVERADO LOT #5 BLK, #12 PROJECT* 04128, 001-05121 MODEL: 4EBB "1828—CALI" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS: SUB —BAND 150 MPH EXP. B RINT DA 8/16/18 SCALE: 1/4"=1'-0" dd A6 3 1.1 3A'-R" 28'-S" 11'-0" 15'-10" 9'-6" 9'-8" '4" y FM-12X12 FM-12X18 1.1I b F- 4" CONIC. ffi I SLAB w NI F-24X24J O a r 1 -0" 1M2 10' 0 I 10 1.1 EXTEND FM-12X18 1 7 I SLAB 1 1/2" 1.1 I I 1 I I . 1.1 I I I I ISLAB "PT —OF —OF Im N I I7 I I ' I 'I I �I I I LLI I I I I 4" PVC I CHASE TE-1 i t 5 ,., *5 //2 4" 17'-8" 2'-8" I I I .I I ILL a EXTEND 1 2 SLAB 11/2"-- ,.1 m FM-12X18 m �� 4" CONC .� la w SLAB i I 3'-4" Oa I ly ,�-31 J I . *71/2 0I LL 2 -- 1 HI FMC-12X18 — FM-12X18— F— MC-12X7 _ — 8 — — — FM-12X12 L FM-12X78 _ _ 4 4 1.1 1.1 Z-8" 16'-0" 2'-B" 4'-4" 3'-10" 10'-2" 14'-0" 21'4' 39'-8" 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 LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" 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. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.OINDICATED #5 BAR, MINDICATES #6 BAR,SINDICATES #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 (#5 - 30", #6 -36"), 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 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'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.1.530.13/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 (30D0 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 W WM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 6th EDITION SLAB SCHEDULE SLAB I THICKNESS REINF. REMARKS 6x6 WIA4 W1.4OVER GENERAL 31/2" 6MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY. WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. H LONG 8" E 10' - s 12" C TINUOUS 12" - (2) We 6MC12XI8 12" CONTINUOUS 18" (2)#6's 16" CONTINUOUS 18" - 'e + 0"-0" 12" CONTINUOUS 18" - s #5 IN CUR VARIES 24" 1., e e 1441 N. RONALD REAGAN BL LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.e hde#Igngroup.00m L AA #: 0003325 0 O aysary & r oT SILVERADO LOT #5 BLK. #12 PROJECT* 04128.001-05121 MODICrr 4EBB "1828-CALM" GARAGE SWING: LEFT PAGE: FOUNDATION PLAN %160 MPH EXP. B DAMT 8/16/18 SCAr.E: 1/4"=1'-O" SKEET sl 30" MIN. EACH WAY MONOLITHIC FOOTING ° 2 STEEL REINFORCING IN GROUTED STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND 5 p; CELL SEE PLAN FOR SIZE AND I SPACING REQUIREMENTS " SPACING REQUIREMENTS 6 4 T QC m U {- �j GARAGE DOOR w � w Ir CL c 110 r" FM °. LI�I w RECESS g o y m N 8" CMU WALL O 8"CMU WALL I , I CORNER BARS, SAME SIZE AS BAR I w w e' O o //� IN FOUNDATION WITH 30" LEG EACH ° "I w = p.p- - TOP OF SLAB TOP OF SLAB SOT AT ALL CHANGES IN DIRECTIONS I °I SO THAT THE STEEL REINF. IS CONTINUOUS VVj _ � ' ° MATCH AMOUNT OF CONTINUOUS BARS o °I "I °- CURB FOR ` MASONRY k.SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA. EXT. PORCH SLAB 4"CHAMFER (I -STORY) t/2" ISOLATION a � 18" _j.LVARIES � SEE SLAB SCHEDULE TOP OF QARAGE EXT. PORCH SLAB I 4"CHAMFER Ig a CONTINUOUS STEEL MONOLITHIC I FOOTING REINFORCEMENT SEE SCHEDULE UNITS SET rLp, AT ELEV: W/ 6"CHAMFER (2-STORY) JOINT (WHERE • -•� yq 2q^ (I -STORY) W/,/2"ISOLATION 8"CHAMFER (2-STORY) �.T 0'-p�. APPLICABLE) Z SEE SCHEDULE M5 30" JOINT(WHERE •---• EE HE AppLICABLE) Z ° ONS ARE MADE FROM FOUNDATIONS HAVING FOR WxD, BAR SIZE FOR WXD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST i� AND BAR QUANTITY 42„ AND BAR QUANTITY NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO EXTERIOR MONO -FOOTING � \EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 _ @GARAGE SCALE:3/4"=1'-0" 3 CORNER BARS DETAIL 4 DOOR OPENING SCALE: 3/4'.V-9' SCALE: 3/4".V-a' LAP TOP PLATE A MIN. OF 48" — LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON AND NAIL W/ IOd COMMON VERIFY HEIGHT NAILS, 2-ROWS, 4" O/C BTM. HEIGHT NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL PLAN LAP TO OCCUR OVER STUD OF WALL W/ PLAN w 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE w I a No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W/ PLANS FOR SPACING. SINGLE j N NEW REINF. BAR SPACING. SINGLE BTM. PLATE 1/2"xS" WEDGE ANCHOR W/ 2" BTM. PLATE TO BE PT. O 0_ SECURED W/ 2- PART TO BE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH PROVIDE DEL. TOP PLATE SECURE ST. PLATE TO a S EPDXY. MIN. EMBED PLATE EPDXY 5-1/2" EMBED. MIN. @ 18" OC SLAB W/10d MASONRY 8", UNO USP SPTH4 OR SPTHB BTM MAX. NAIL 16" O/C STAGGERED. Q O FOLLOW ALL MANF. AND TOP PLATE ANCHORS W/ /L.0 y 2 SPECIFICATIONS FOR ,Od x 1 1/2" COMMON NAILS 3 1/2" DIAMETER CONC. FILLED STEEL PIPE a 6x6 METAL PLATE _ USE AND I— PREPARATION OF 53, cc HOLE. Lu Lu FILL ALL HOLES, DO NOT USE 10d x 3" w cc SEE SLAB SCHEDULE C IZ SEE SLAB SCHEDULE BASE W/ 1/2'xS" p Off' . p•-0^ 0O' ANCHOR BOLTS TOP OF SLAB TOP'- F SLAB _�\ QQ 4" CHAMFER (I STORY) •--• r—° —�a a �" 6" CHAMFER (2-STORY) , ^ 4jE0.EQ. T SEE SCHEDULE EQ. EQ. EE SCHEDULE FOR WxD, BAR SIZE FOR WxD, BAR SIZE AND BAR QUANTITY AND BAR QUANTITY ADDING BAR TO INTERIOR CURB FOUNDATION WOOD WALL INTERIOR CURB FOUNDATION WOOD WALL 5 BOLLARD 6 MONOLITHIC FOUNDATION BQALE:3/4"=,'� (W/UPLIFT) 8 SCALE:3/4".,'0 (NO UPLIFT) SCALE: 3/4'L1'-0" SCALE: 3/4".V-0" LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 18d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT STEEL REINFORCING IN GROUTED LAP TO OCCUR OVER STUD OF WALL W/ PLAN CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING Z WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE < BTM. PLATE TO BE PT. SECURE BT. PLATE TO SLAB W/,0d MASONRY NAIL CL p rr PROVIDE DBL. TOP PLATE IV, O/C STAGGERED. R C < w mV m0 m 8" CMU WALL b I POURED LINTEL CONT. (TYP.) +- 0'-0' 8" CMU FILLED CELL (TYP.) SEE SLAB SCHEDULE _• TOP OF SLAB2X WALL FRAMING WGROUTED LAB SCHEDULE 1/2" DIA. USP 725OSD BOLTS 5" OP OF SLAB PO mMINIMUM EMBEDMENT INTO D"COLUMN PAD CELL, 4" FROM ENDS AND a a D UNDER WALL AND °.•� FWxD, 16" O.C. VERTICALLY MAX ° • e — MONOLITHICALLY WITH < ------ION AND SLAB SEE SCHEDULE ° FOR WxD, BAR SIZE,E AND BAR QUANTITY ✓ AND BAR QUANTITY � INTERIOR FOUNDATION WOOD WALL COMBLLLINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO (NO UPLIFT) &2002TDINLGAND COL. PAD BLOCK WALL CONNECTION SCALE: 3/4".V-W 11 SCALE: 3/4".1'-7' IS N. RONALD REAGAN BL LONG WOOD, FL 327W PH: 407-7746078 FAX: 407-774-4078 www.abdesigngroup.com AA M: 0003325 h L4 O b O a svHOry ae i.OT: SILVERADO LOT #5 BLK. #12 PROJECT# 04128.001-05121 MODEL• 4EBB "1828-CALI" GARAGE SITING: LEFT PAGE: DETAILS %150 MPH EXP. B DATE: 8/16/18 SCALE: 1/4"=1'-0" SHEET s1.1A DOWEL PLAN SCALE: 1/4" - V-0" 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdesl$ngroup•com L AA #: 0003325 b u M A a eJ SUDDIV. do LOT SILVERADO LOT #5 BLK. #12 PROJECT# 04128.001-05121 M03MCl : 4EBB "1828—CAU" GARAGE 9WMG: LEFT PAGE: DOWEL PLAN 150 MPH EXP. B 1u n TZ e/1s/1s SCALE: 1/4"=1'-0" SKEET S1.2 TIE VERTICAL REBAR OHORIZATIONAL W/ 10" NOOK �EEIAR GROUTED BOND BEAM TIE VERTICAL REBAR VARIES PER ELEV. Z '� �— g ° TO HORIZONTAL RE BAR W/ 10" HOOK GROUTED BOND BEAM Z VARIES PER ELEV. "- a -- A5 BARS Q til EE a m b M I 10"HOOK M 5 C3 CLEAN OUT REQUIRED Q FOR INSPECTION 4cc O 1,-D„ .. a .. a < 0'-0" FIN. FLR. pap ■ R TIE ERTICAL REBAR -° TO HORIZONTAL ° - REBAR W/t0"HOOK BAR SIZE 146 BAR CIA, °I M ° Z� U 83 181, ONS m ARE NOMINAL SMl UNIT IZES m 85 30'• #6 38' #7 42" OFFSET METHOD CONTINUOUS METHOD BAR SIZE 488IS" #4 2:" �Ik 0/ MASONRY SYMBOLS HORIZONTAUVERTICAL HORIZONTAUVERTICAL 85 30" 3 SCALE: 3/4".1'4" � REINFORCING REINFORCING SCALE: 3/4".1'-0" ;; 42" SCALE:3/4".t'-0" 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32780 PH: 407-774-6078 FAX: 407.7744078 www.abdosigngroup.com � AA M: 0003328 � h C a stinniv. ad I.OT: SILVERADO LOT #5 BLK. #12 PROJECT# 04128.001-05121 xOaEx.4 4EBB "1828—CALI" GARAGE SNAG: LEFT PAGE: DETAILS 150 MPH EXP. B 20 DAM 8/16/18 SCALE: 1/4"=1'-0" SHEET S1.2A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP DTC W/ (13) 1Od x 1 1/2" HDG NAILS. SMALL JACKS < 9' MAY BE NAILED W/ (1 O)d x 1 1/2" HDG NAILS, CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 1 Od x 1 1/2" HDG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ 1Od x 1 112" HDG NAILS, FILL ALL 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. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (41. S. 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 REVIEW AND 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 P8936, .177" ° x 2 718" LONG, WITH WASHER @ 16" 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 9-W, FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK SIZE & REMARK DESCRIPTION (D 1 (2) 2X8 BEAM SCHEDULE ZZOM 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) WxH' REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING 8131 MASONRY 3000 8x8 (1)#6 N/A GROUTEDSOLID "CAST-CRETE" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL 8" PRECAST & PRESTRESSED LDADS FOR U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS �}IfP•GMR SAFE LOAD - POUNDS PER LINEAR FOOT 0FGMPa S't'FPLFOAD r'o^ SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH atus ePsae + eitsae Mr W MW. sands TYPE LENGTH BIXi BFB RCMU TYPE LENGTH eea+r awn BMa1T sm-xT a IT wiw MWIT ar2w eva-tT enu7 WHIT ww4T e1>sz.IT waa 3.4r (4T) PRECAST 2231 T-6- (42-) PRECAST 1026 1024 15M T-8' (42-) PRECAST lees Zees 304 4304 sm 0132 n01 1EM 2955 =4 4304 SMa 0132 7001 4'-W (48•) PRECAST 1986 4'-V (461 PRECAST 786 783 INS W-W (48') PRECAST lava 2306 am 381E 4an sm eon 130 23m D0e0 Mte 46M mM e07a 4'dT' (64") PRECAST iSgp 4'4T• (60-) PRECAST 692 Sol 1073 4'-0' (64-) PRECAST 1207 MIO T707 a3n 40m mi 63W 1207 am 27137 3376 4oa 4711 63n 64' (64� PRECAST 1217 6'4' (81') PRECAST 417 411 745 514' (84') PRECAST 10te 17, 2270 . 206 MM 3901 4822+010 1718 nN gem 3M0 =I 4522 6'-10' (707 PRECAST 1082 5.10' M PRECAST 340 939 818 8-10• (70") PRECAST Bm ,M7 7a00 a,m 3m0 4133 w 1ee7 290 mM at67 3e2D N33 S`4r (78') PRECAST 906 W4r (7a•) PRECAST 507 721 490 tldr (769 PRECAST Mm 1011mo Mlk 2M9 326, V1 m 1407 1 tees 2W 2700 3Mt 3712 T-0• (BO') PRECAST 743 T-8' (90") PRECAST 424 634 363 T4P (90') PRECAST - t t 2ma 2e27 82m 727 i2M 104 2W 211E 21V 322E 9.4' (112') PRECAST 664 W-C (t12D PRECAST 326 512 230 W4' (112') PRECAST M1 MD 1t 1474 ,et 2167 2mo bat eel 111$ 1W Im 2214 2e10 1tl4r (125') PRECAST 476 7tl4C (128� PRECAST 284 401 1B0 1tl4P (128D PRECAST m0 5111.4W. 17M lot 1 2DII mD aM MO 147: ,7M 20M 23M 11'4• (138-) PRECAST �.7 114' (19B') PRECAST 280 452 164 11'4' (138') PRECAST 474 M4 am 1037 127 tat Im 404 $07 1042h,7fn 1018 iN6w xtp 12'-0' (tub PRECAST 1-10 (144') PRECAST 244 402 137 IZO (144') PRECAST 4n 4M 721 H6 " 1 I. 470 m 940m 1302 INOw 1e18♦1 2075 13'4' (IW) PRECAST 2B6 13'4• (180") PRECAST 217 324 170 13'4• (180') PRECAST 416 3M Em M6 ee4 11 132 3 4M 4MdU�g 110 /4 1 IM 14'-W (168') PRECAST 278 IW-V (1W) PRECAST 206 293 101) 14'-0' (186-) PRECAST M4 M6 7a1 Ma , ,220 410 426 Im 1 1 IW 14'4' (176� PRESTRESSED N.R. 14'41' (178� PRE971iE98ED N.R. 254 91 14'$ (178D PRESTRESSED m0 20 3M 3M e72 610 W. i 07e 161 t,at 173E 184- (184') PRESTRESSED NA I&W (184-) PRESTRESSED N.R. 259 33 154• (184-) PRESTRESSED m 230 313 sm ea7 ON IN 1 at , 1054 IBM 1T4' (20S') PRES7TtE83W N.R 17'4' RW) PRESTRESSED N.R 194 64 iT4• (2081 PRESTRESSED I" IO2 2m 300194' Mi eM 7M en (232-) PRESTRESSED N.R 19'4' (23Y) PRE8TREBSED N.R 148 62 19'4' (23Y) PRESTRESSED M 1M 220n m m 467 M3 647 e41 en , 147 ,a/ 21'4' (268') PRESTRE88E0 N.R 21'4' Mn PRESTRESSED N.R 126 42 21'4- (�') PRESTRESSED 14z to 307 30 4e0 on em 142 t37 27! 107 V3 m eM a76 721 4M me so "a m 22'-0' (264) PRESTRESSED N.R 22'A' (284� PRESTRESSED N.R. 118 40 27-0' (284� PRESTRESSED t37 123 3m 513 em 4em m m 24'-" (2e8') PRESTRESSED NA P4'-0' (2W) PRESTRESSED N.R. 91 33 24'-0' (2881 PRESTRESSED 121 20: » 4M 767 6M 12a 2m 4 M4 W I= 1222 (ft) THE NUMBERS IN PARENTHESIS REDUCTIONS FOR GRADE 40 FIELD ARE ADDED PERCENT REBAR. (#) THE REDUCTIONS NUMBERS IN FOR GRADE PARENTHESIS 40 ARE FIELD ADDED PERCENT REBAR. ALL VALUES TAKEN FROM "SAFE LOAD TABLES" BY CASTCRETE MAY 2015 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MINIMUM 4 OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE#: 16-0126.03 O��m00 m�oomo� O��Om mm�0��0 00m0�00 I�D�i�1'1C.Cf i�1"1Q!! i0®Om�Om �momom Om000mCaa! OD®0©m0 omm000�r! 0o�0o�v oommo®o o�ai�m�aoav OOmm��O 0��mm�0 ©�0m0®0 aivoavomlva I�0000�0 ®�mmoo �000ODD 0000��0 ooav0000 �000��0 al�000000 d, ——-----.�.. ., ---------,tee-------------------------------- ; 8F16-1T/OM/OB 8Fi6-1T/0M/0B 8F16-1T/0M/0B 1 i 1 ®♦♦ Jtt 1 !♦ !I 1 ♦♦ t! ^1 1 ♦� 1 1 I 1 1 1 1 1 1 a 1 a 1 i 1 ♦ O BF24.1T/OMNB ♦♦ E, ♦ > ♦,♦ !JI ♦ t ♦h♦ !!t ♦ I ♦ J ♦ > ♦ I O ! ♦ J ♦ v h t 1 1 1 I a 1 1 1 I 1 I I 1 1 1 1 1 1 1 1 1 1 1 a UNO, PROVIDE BB1 WHERE ROOF TRUSSES BEAR, TOP 1 OF WALL EL. 8'-8", UNO. 8RF14- LIFT BEAM PLAN SCALE: 1/4' - 1'.0" 14141 N. RONALD REACAN BLVD. LONGWOOD, FL 32760 PM: 407.774.8078 FAX: 407-7744078 www.abdoeigngroup.com AA #: 0003326 I04 0 N O 81JHDIV de LIT: SILVERADO LOT #5 BLK. #12 PROJECTay3 04128, 001-05121 MODELS 4EBB "1828—CALI" GARAGE SWING: LEFT PAGE: LIFT BEAM PLAN AND NOTES 150 MPH EXP. B F-PRZNT Dw 8/16/18 SFIEET s� NOTES TO THE INSPECTOR/CONTRACTOR TYP.B"x6" °D 1#5 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 2. IF BOTTOM STEEL IS REQUIRED PLACE 95 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING PLACESTEEL HEIGHT. ,\NOF REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND AS DEPICTED HEREIN. STRUCTURE, A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 TWO COURSESND BEAMS WITH A BAR IN EACH COURSE. TYR 6t 5 THE DOUBLE BON BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM #5 CORNER BAR W/ 30" LAP FOR EACH O COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL COURSE OF BOND BEAM REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1#5 TOP OF THE LINTEL S. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP.--,1< VERTICAL REBAR W/ 10" HOOK BDBL. BOND TOP OF P,05�F�G QP BEAM W/#5 BAR BONG BEAM / $ �\O EACH COURSE � 8x8 BOND BEAM OF ' OQ\ W/(1)#5 BAR .� BOND BEAM 30" TYPICAL .\�.0� U = UNFILDE /GROUT GROUT SOLID FROM TOP NOMINAL LINTEL TO TOP OF BOND OF OPENING WIDTH # OF #5'S, IN 2ND BOND BEAM SEAM COURSE #5 BAR IN BOND BEAM � SEE NOTE 5 A\a TGO 6-1 T/1 M/ B 8x8 PRE -CAST CONCRETE NOMINAL LINTEL W/ (1) 05 BAR (L2) LENGTH OF BAR = WIDTH OF MASONRY CORNER QP HEIGHT # OF #6 TOP Q OPENING-2" BOND BEAM COURSE OR 2 BEAM DESIGNATION REINFORCING OF BOND BEAM IT IS THIS ENGINEER'S INTENT #OF#5'S, BOTTOM 6x8 PRE -CAST CONCRETE SCALE: 1 THAT XFXX - 1T/lM/OB INDICATES A DOUBLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (L7) REFER SCALE: 3/4"=1'-0" AND XFXX-1T/OWOB INDICATES A SINGLE BOND BEAM TO PLAN FOR LOCATIONS TOP OF OPENING PRECAST HEADER(MIN) 2x4 (MIN 2 X 3) 13/16 SINGLE BOND BEAM TAPCON OR DRIVE PIN (MIN AT HIGHER ELEVATION SHANK SIZE.145 MIN HEAD WINDOW SIZE .300 MIN EMBEDMENT 1 SINGLE BOND BEAM 1/4') 8" FROM EACH END AND AT LOWER ELEVATION 18" O.C. MAX. MIN 1-1/4" EMBEDMENT #5 BAR BENT AS SHOWN 2x6 (MIN 2 X 3) 2-3/16 TAPCON e3 i/4" PRE -CAST OR DRIVE PIN (MIN SHANK WINDOW SIZE.145 MIN HEAD SIZE .300 SILL MIN EMBEDMENT 1 1/4') W e SLOPE FROM EACH END AND 18" 1-114" EMBEDMENTN 0 2x8 (MIN 2 X 3) 2-3l16 TAPCON OR DRIVE PIN (MIN OPEN FACE SHELL SO SHANK SIZE.145 MIN HEAD AS TO ALLOW BENT SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING BAR TO BE PLACED IN 1/4") 8" FROM EACH END AND SECURE TO SHEATHING W/ /7/lF'OSB UPPER AND LOWER #5 MIN. REQUIRED IN 18" O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BILK. EA. END VCMU BOND BEAM EACH CELL HOOKED IN EMBEDMENT TOP BOND BEAM W/ SHEATHING STANDARDACI HOOK TYPICAL MASONRY WINDOW WALL SILL CONSTRUCTION CORNER BARS 4 ARCHWAY FRAMING DETAIL AT CORNER STEP scALE:11lz'=r.a' C 3 SCALE: 3/4".V-W PROVIDE 3" DIA. HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL. > - I SINGLE #5 CORNER i A BAR, 3WO TURNED UP tJ` PLO I I OR TURNED DOWN INTO STEEL REINF. OF �F P I I / FILLED CELL BOND. BEAM g II I II � I u II I�8x8 II CMU PIER PROVIDE #5 BAR W/ SINGLE OR DOUBLE REINF. SAR(S), AT EACH SIDE SEE PLAN. / STEEL REINF. OF OF ELEVATION ENSURE THAT PIER GROUTS BENEATH BOND. BEAM CHANGE LINTEL CHANGE IN BOND BEAM CDIELLEVnAT�IOOF SCALE: 3/4".V-0" 6 SINGLE LINTEL, MULTIPLE OPENINGS SCALE: 3/4".1'-0" 1441 N. RONALD REAGAN 81 LONG WOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdeslgngroup.eom 1 AA B: 0003325 r l 011111 Allill. mm aVHDIV. d# LOT SILVERADO LOT #5 BLK. #12 PROJECT* 04128,001-05121 MODEIA 4EBB "1828-CALI" GARAGE BWMG: LEFT PAGE: DETAILS 150 MPH EXP. B 013 Dp� 8/16/18 8CALE: 1/4"=V-0" WHEET s2.1A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP DTC W/ (13) 10d x 1 12" HDG NAILS. SMALL JACKS < 9' MAY BE NAILED W/ (10)d x 1 1/2" HDG NAILS, CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 1 Dd x 1 12" HDG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ 10d x 1 1/2" HOG NAILS, FILL ALL 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. 6. 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 REVIEW AND 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 P8S36, .177" "x 2 7/8" LONG, WITH WASHER @ 16" 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 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,5D0 LBS SHALL BE FABRICATED W/ A 2x6 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 ALL TRUSS TO TRUSS CONNECTIONS, 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. 1-PLY U:-1003 LBS 0: 2294 LBS 1-PLY U: -1030LBS G: 2D83 LBS 1-PLY U: -E80 LBS G:1071LBS FRAMING PLAN SCALE: 1/4" - 1'-D" 1-PLY G: 496 LBS U:-145LBS 1-PLY U: -393 LBS G: 729 LBS 1441 N. RONALD REAGAN BL LONGWOOD, FL32750 PH:407-7748078 FAX: 407-7744078 wwwsbdeslgngroup.Dom L AA is 0003325 0 O a SUDDIV. & L.OT SILVERADO LOT #5 BLK. #12 PROJECT# 04128.001-05121 MODElIC 4EBB "1828-CALI" GARAGE OWING: LEFT PAGE: FRAMING PLAN 150 MPH EXP. B A-USP DTC TRUSS ANCHOR B-(1) USP DTHA20 TRUSS ANCHOR (1 PLY) WITH (18) 1 Od x 1 1 /2' TO TRUSS C- (2) USP TA20R TRUSS ANCHORS (2 OR MORE PLY) WITH (10) 1Od x i 1/2" NAILS TO TRUSS.PROVIDE 5" MINIMUM CONCRETE EMBEDMENT. DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) WOOD FASCIA SEE ICHITECTURAL 2x8 CURED W/(2) led ,LV. COMMON NAILS. SECURED W/ 10d d_V. COMMON NAILS ,Q,C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOFMALL/FLOOR SHEATHING FASTENER SCHEDULE" ENGINEERED WOOD TRUSSES @ 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT . 1825 LBS (1 STRAP) (1 OR MORE PLY) B ALLOWABLE UPLIFT - 2430 LBS (1 STRAP) (1 PLY) C ALLOWABLE UPLIFT . 2410 LBS (2 STRAPS) (2 OR MORE PLY) 1a ib is TYPICAL TRUSS/ SCALE:-34-,-0 GIRDER CONNECTOR(S) ENGINEERED WOOD — TRUSSES @ 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL (2) USP TA20R TRUSS ANCHOR WITH (16)10d x 1 1/2" NAILS TO TRUSS. PROVIDE 5" MINIMUM CONCRETE EMBEDMENT. DBL STRAP, i EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) USED IN CONJUNCTION WITH HEAVY UPLIFT CONNECTOR 2x WOOD FASCIA SEE J B—$ ARCHITECTURAL 2z6 H_J9 SECURED W/ (2) 16d GALV. COMMON NAILS. 1x2 SECURED W/ 10d Z ONRY BOND BEAM GALV. COMMON NAILS SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE" (A) USP RFUS STEEL CONNECTOR WITH (4) 3/4"x6" WEDGE BOLTS AND (12) W83 SCREWS (B) USP USC" WITH (2) 3/47XB" WEDGE ANCHORS AND (8)16d NAILS (C) USP USC" WITH (4) 3/4"x6" WEDGE ANCHORS AND (8) led NAILS IF 4 BOLTS ARE USED ENSURE THAT CELLS ARE GROUTED SOLID, W EACH WAY OF BOLTS 12" O/C A ALLOWABLE UPLIFT . 7910 LBS (4 WEDGE BOLTS IN RFUS) B ALLOWABLE UPLIFT - 10223 LBS (2 WEDGE BOLTS) C ALLOWABLE UPLIFT . 12543 LBS (4 WEDGE BOLTS) 2a 2b 2c TYPICAL ROOF GIRDER CONNECTOR(S) # 1175 UPLIFT USP HTWM20 W/101 Od TO TRUSS AND (4) 1/4" x 214' TAPCONS TO CONT POURED LINTEL # 1900 UPLIFT (2) USP HTWM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/1010d TO TRUSS AND (4) 1 /4" x 2114" TAPCONS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TAP CONS MIN. 2' COVER 2" APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 3 SCALE: 3/4"-1'-0" (2) 2X4 No.2 SYP DIAG, 2x4 BLOCKING BETWEEN 3/4" T 8 G SUBFLOOR GLUED AND BRACE W/ (3) 12d @ EA. TRUSSES WHERE SCREWED AS PER SCHEDULE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT LSTA1220 GAUGE COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING W! 10dz1/2 HPG COMMON NAILS. 0'-0' TO 30'-0" (1)'7("BRACE SEAMS) @ EACH END TOTAL OF 10 30'4" TO 60'-0 (3) V' BRACE SECURE PT. PLATE (1) W- BRACE @ CENTER / 1 TO BLK W/ 1 DIA. FLOOR ANCHOR L GIRDER FROM CENTER TOE END. WASHER SET IN HIGH SET IN HIGH 2x WOOD FASCIA, STRENGTH EPDXY 6" SEE ARCHITECTURAL MIN. EMBED. AT 32' OC MAX. PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 P.T. PLATE W/12d's 8" PRE-ENG FLOOR TRUSS STIFFBACK (AS PER O.C. MAX SIB" GYPSUM BOARD OR 112" HIGH TRUSS ENG) CONT. 2x4 SECURED W/ STRENGTH CLG. BOARD (2) 1Od's @ EACH TRUSS SECURE TRUSS TO TOP PLATE w/ (2) TO BE INSTALLED @ 18d TOENAILS 10'-0" O.C. MAX. DOUBLE TOP PLATE 18. A.B. WITH BEDMENT 8 (20) 16d x SEE SCHEDULE FOR 2x4 OR 2x6 WOOD BEARING LS TO POST„ BOND BEAM REQ. WALL W/ SYP No 2 STUDS SEE SITIRECTLYPLANS L FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE PROVIDE BLOCKING 1/2" GYP. WL. BD. " a BLOCK WALL W/ GABLE END IT NOT USED PRE-ENGD TRUSS SCALE:3/4'-1'-0" 6 GIRDER/WOOD POST CONNECTIONS 5 SCALE: 3/4".1'-0' a 4 FLOOR TRUSS CONNECTION @ L.B.W. SCALE: 3/4"-V-0" (NO UPLIFT) OUTER 113 OF SPAN ONLY BTM.- PLATE DEPTH 1/4'D —HOLE EDGE>5/8" —HOLE DIAMETER <2/5'D SGL. STUD HOLE EDGE>518" HOLE DIAMETER <3/5'D DBL, STUD STUD NOTCHING AND BORING LIMITS 8 scALe 1 vz'-r-ovz'-r-o" A - USP THOH26 G < 1200 LBS, U < 1280 LBS W/ (1) 3/4"°USP WEDGE -BOLT, 5" MIN. EMBED (20) 16d GALV. COMMON NAILS AND (8) led VALV. COMMON NAILS. FL#17232 B - USPTHDH26 G <2400 LBS, U < 1425 LBS W/ (2) 3/4"°USP WEDGE -BOLT, S' MIN. EMBED (20) 16d GALV. COMMON NAILS AND (10) led VALV. COMMON NAILS, FL#17232 C - USP THDH28-2 G < 24GO LBS, U < 2660 LBS W/ (2) 3/4"° USP WEDGE -BOLT, 5" MIN. EMBED (36) led GALV. COMMON NAILS AND (10) 16d VALV. COMMON NAILS. FL#17232 D - USP THDH28-2 G <4800 LBS, U < 2650 LBS W/ (4) 3/4"' USP WEDGE-80LT, 5" MIN. EMBED (36) 1Sd GALV. COMMON NAILS AND (10) 16d VALV. COMMON NAILS. FL#17232 E - USP THDH28.3 G <4800 LBS, U < 2660 LBS W/ (4) 3/4"' USP WEDGE -BOLT, 5" MIN. EMBED (36) 16d GALV. COMMON NAILS AND (10) 16d VALV. COMMON NAILS. FL#17232 WOOD LEDGER ATTACHMENT DETAIL SCALE: 3/4"-V-W SEDGE CENTRAL SPACING SPACING SEE SEE EE F �CHEDU, L _ SCHEDULE IM N PLAN SEE SCHEDULE FOR BOLT SIZE SEE LEDGER SCHEDULE w 5 1/2" MIN. EMBED. (TYP) 1. ENSURE THAT EXP. BOLTS ARE PLACED INTO GROUTED CELLS, 8" ALL AROUND BOLT. 2. END OF FRONT AND REAR LEDGER SHOULD LAP A MIN OF 4'-0". m 3. ALL BOLTS TO HAVE WASHERS 4. EXP. BOLTS SHOULD NOT BE ANY CLOSER THAN 6" O/C. °D q 5. IN LIEU OF HILTI PAPS, 1/4" DIA, x 3" MASONRY SCREWS (TAPCONS) MAY BE USED, SAME (2) _ PT SPACING REQUIREMENT. LEDGER SCHEDULE MARK SIZE BOLT SIZE SEDGESPArANG CENTRALSPACING A DOUBLE 2x8 1/7, 8" O/C 16" O/C B DOUBLE 2x8 314" 8" O/C 11, m C DOUBLE 200 1/2" 8" O/C 16" O/C D DOUBLE 2(10 3/4" 8" O/C 24" O/C E DOUBLE 200 3/4" 6" O/C 16" O/C F DOUBLE 202 314" 6" O/C 12" O/C 10 WOOD LEDGER DETAIL SCALE: 3/4"-l'-C" THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 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 (Ft AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A USP RTI6A (FL#17236) OR LUGT2 (FL#17240). ROOF TRUSSES ARE SUBJECT TO UPLIFT, Fl, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO F1 AND F2 FORCES. 11 ALTERNATE MATERIALS SCALE: 3/4"-1'-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.807E FAX: 407-7744073 www.abdosigngroup.com L AA M: 0003325 F Aq y- y c a 'VBDIV. ac L.OT SILVERADO LOT #5 BLK. #12 PROJECT# 04128.001-05121 MODEIs 4EBB "1828-CALI" GARAGE SUING: LEFT PAGE: DETAILS 150 MPH EXP. B DA 8/i6/18 SCALM: 1/4"=1'—O" 8HEET S3.1A FLOOR DECK 2x8 PT TERMINATION 2x4 STRONGBACK SECURED TO BLOCKING SECURED TO WALL EACH TRUSS W/ (3)16d COMMON W/ (6) 3/16"' x 4 TAPCONS NAILS PROVIDE 2-TRUSS LAP SPLICE LOCATED EITHER TOP OR BOTTOM OF FLOOR TRUSS, TYPICALLY 10'-0" BUT REFER TO TRUSS ENGINEERING 2x4 STRONGBACK, FLOOR BRACING SCALE: 3/4'.1'-0" USP LFTA6 W/ (16) 8d COMMON NAILS 2x STUDS USP LFTAB W/ (16) 8d EACH END COMMON NAILS, EACH FL#172" END EVERY STUD OR ON EACH END OF "BUNDLE" OF STUDS PLYWOOD FLOOR SHEATHING If USP SPTH4/SPTH6 BTM. PLATE STRAPS W/ IOd x 1 GIRDER TRUSS R TRUSS R 1/2"HDG NAILS FL#17239 WALL ! FLOOR FRAMING, TRUSS PARALLEL TO WALL SCALE: 3/4..e1,-0. DBL PT 2x6 SLK'NG BETWEEN TRUSSES W/ 10d @ 3" O.C. 1ST PLY INTO LEDGER AND 10d @ 3" O.C. STAGGERED UPPER PLY INTO 2z6 BELOW 8" CMU WALL REINF PER PLAN PEKELEVATION L O 3 P q ELEVATION 1X2 FIRESTOP 1/4" NI #8 WOOD SCREWS x 2" LONG @ 3" O.C.; STAGGERED OFF CENTERLINE OFF 2z8; XI 3/4" AS SHOWN USP A3 EA. TRUSS /41, NAILING PATTERN PRE-ENGINEERED WOOD FLOOR TRUSSES (SEE FRAMING PLAN) DBL 2X_ LEDGER SEE SCHEDULE SECTION DETAIL AT TRUSSES BEARING ON EXTERIOR WALL SCALE: 3/4".1'-0" — #8 WOOD SCREWS x 2" LONG @ 3" O.C.; STAGGERED NI AS SHOWN DBL MU LEDGER TO CMU W/ AN EXP. BOLT UU 8" CMU WALL AT 16" O.C. AND 8" FROM HI END W/MIN 5 1/2" EMBED. REINF PER PLAN FLOOR DECK- PER ELEVATION O 3FCo NAILING PATTERN J PERE EVATI m 24" M PRE-ENGINEERED WOOD 2x4 P.T. CEILING FLOOR TRUSSES (SEE NAILER W/ FRAMING PLAN) MASONRY NAILS @ 12" O.C. 1X2 FIRE -STOP SECTION DETAIL AT TRUSSES PARALLEL TO EXTERIOR WALL 4 SCALE: 3/4".1'-0" 2x STUDS PER PLANS 2x STUDS PER PLANS DBL PT 2x6 BLK'NG BETWEEN TRUSSES W/ 10d @ 3" O.C. 1ST PLY FLOOR DECK 2x4 CONT. W/ (8) 16d NAILS 3" INTO LEDGER AND 10d @ O.C. #8 WOOD SCREWS NOTE: @TOP OF FLR TRUSS STAGGERED UPPER PLY INTO 2X6 x 2" LONG @ 3" O.C.; NI 2x4 BLOCKING @ EA. BRACE. TOENAIL INTO TRUSS W/ (4)16d STRUCTURAL SHEATHING (TOP 2X4 SUPPORTS ST. BELOW STAGGERED OFF CENTERLINE OFF 2x8; NAILS @ END MUST NOT BREAK WITHIN PLATE OF 2ND FLR) 3/4" AS SHOWN 2z4 BRACE @ 48" O.C. / ( (5) P-4" MIN. FROM 2ND. FLR. FLOOR DECK NAILS @ E0. END E ND LINE COOT. NAILS DBL 2X8 LEDGER TO CMU W11/2" EXP. BOLT NI 8d RING SHANK NAILS @ 4" O.C. MAX L R TR16dUSS @ BT. OF FLOOR TRUSS 0 (BT. 2X61S FOR WALL 8" CMU WALL REINF PER PLAN AT 16" O.C. AND 8" FROM INTO BLOCKING SHEATHING NAILER) END W/ MIN 5-1/2" EMBED. 16d NAILS @ 8" O.C. MAX 1 X2 FIRE -STOP PER ELEVATION FLOOR DEC /4„ PER ELEVATION PER ELEVATION O ;, NAILING PATTERN Gw PER ELEVATION PER ELEVATION PER ELEVATION 2x4 P.T. CEILING 2q^ M PRE-ENGINEERED WOOD PRE-ENGINEERED WOOD NAILER W/ FLOOR TRUSSES (SEE FLOOR TRUSSES (SEE FRAMING PLAN) PRE-ENGINEERED WOOD FRAMING PLAN) MASONRY NAILS 012 D.D. FLOOR TRUSSES (SEE SEE SCHEDULE FOR SEE SCHEDULE FOR USP HTA16 @ EVERY REPAIR DETAIL IF FRAMING PLAN) BOND BEAM REQ. BOND BEAM REQ. TRUSS (VERIFY W/ 1 X2 FIRE -STOP LEDGER INSTALLED TOO LOW USP HTA78@32"IOAX. TRUFL#PL6) AT TRUSSES PARALLEL (VERIFYW/TRUSS SECTION DETAIL TO EXTERIOR WALL PLAN)FILM ATppp PARALLEL / PERPENDICULAR c J SCALE:3/4".1'-0" E-ENG FLOOR TRUSSES NOT USED 6 SCALE: 3/4".1'-0" PRE-ENG GABLE TRUSS — 2x4 BLOCKING BETWEEN TRUSSES — STRAP TRUSS TO PL. PRE-ENG AT FIRST TWO BAYS O.C. O PRE-ENG'D WOOD SEE SCHED. BELOW ROOF TRUSS SHE SEAMS) (BLBL OCKINGG TRUSS RYPJ @ 24" O.C. NOT SHOWN FOR CLARITY) MAX 0 PER ELEVATION FOR STRAPPING VERIFY PRE-ENG ROOF TRUSS SECURE 2x8 PT. PLATE TO BLK W/ TRUSS PLAN TRUSS TO TOP PLATE 5/8" GYPSUM BOARD OR 1/2" HIGH W/ 1/2" DIA. ANCHOR BOLT W/ 7' A - USP MTW-12 U <1195 LBS STRENGTH CLG. BOARD 4x4/4x6 SYP NO, 2 WASHER SET IN HIGH W/ (14) 1 Od GALV. COMMON SECURE TRUSS TO TOP PLATE w/ 12) WOOD POST TO STRENGTH EPDXY 6" MIN. NAILS. 18d TOENAILS SLAB. SEE EMBED. AT 32" OC MAX. B - (2)USP MTW-12 U <2390 DOUBLE TOP PLATE SCHEDULE SECURE GABLE TO 2x8 P.T. LBS W/ (14) 1 Od GALV. BELOW FOR PLATE W/ 12d's 8" O.C. MAX COMMON NAILS EA. 2z4 OR 2x6 WOOD BEARING CONNECTION WALL W/ SVP No 2 STUDS SEE FL#17239 PLANS FOR SPACING. SINGLE CONC. POURED BTM. PLATE TO BE PT. LINTEL COURSE PROVIDE DBL. TOP PLATE • O' PROVIDE BLOCKING USP SPTH4 OR SPTHS BTM 1/2" GYP. WL. BD. 'o AND TOP PLATE ANCHORS WI 10d z 1 1/2" COMMON NAILS SECURE BT. PLATE TO SLAB W/ CONT. 2x4 SECURED W/ (2)10d's @ EACH FILL ALL HOLES, DO NOT USE 10dx3" 1/2'k9" WEDGE ANCHOR WIT WASHER SET IN HIGH STRENGTH TRUSS/WOOD POST CONNECTIONS TRUSS TO BE INSTALLED @10-0"O.C. MAX. EPDXY 5-1/2" EMBED. MIN. @ 16" L,� 1 Oa 1 OU 1 OCi OC MAX. SCALE: 3/4".1'-0" GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL C) SCALE: 3/4".1'-0" TRUSS TO POST CONNECTION A -USP MTW-12 U < 1195 LBS W/ (14) 10d GALV. COMMON NAILS. FL#17244 • ! B - USP HTW-20 U < 2045 LBS W/ (20)10d VALV. COMMON NAILS. FL#17244 C -USP MUGT/PHD4A U <3715 LBS MUGT TO TRUSS W/ (4)10d GALV. COMMON NAILS TOP, (6)1 Od GALV. COMMON NAILS FACE, (12) 1 Od COMMON NAILS BACK, (1) 5/8"°A.T.R. TO PHD4A AND (10) WS3 WOOD TRUSS CONNECTION @ L.B.W. SCREWS TO POST FL#17240/FL#172419 9a �,� POST TO SLAB CONNECTION SCALE: 3/4".V-0" A&B - USP PAU44 POST BASE <U:2,265 G:6,775 W/ SS DIA. x 6" EXP. BOLT FL#17239 USP PAU46 POST BASE <U:2,265 GA 3,815 W/ &8 DIA. x 6" EXP. BOLT FL#17239 C - USP HTT4 POST ON SLAB <U:4,465 W/ 5/8" A.B. WITH MIN. 7" EMBEDMENT TO 81AS 8 (20) 16d x 2-1/2" NAILS TO POST. FL#17324 1441 N. RONALD REAGAN BL LONG WOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdaslgngroup.com L AA #: 0003325 m M A suaDIV & LUT: SILVERADO LOT #5 BLK. #12 PROJECT* 04128.001-05121 mo EL 4EBB "1828-CALL" GARAGE SWING: LEFT PAGE: DETAILS 150 MPH EXP. B F-PPJNT 1 DATE: 8/18/18 SCALE: 1/4"=1'-0" SHEET s3.1B q DABLE END HIP ROOK ,F w ROOF WIND DESIGN PRESSURES NET (GROSS) 7-1 ZONE 1 - 8.97 PSF (19.97) ZONE 2 - 17.98 PSF (27.98) ZONE 3 - 33.53 PSF (43.53) "A"- 4'-O" END ZONE DISTANCE BASIC WIND SPEED: 150 MPH WIND EXPOSURE: "B" RISK CATAGORY: II 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. 6/8 COX EXT. PLYWOOD, WITH 8d 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 W/ IN 4' OF GABLE END. ROOF/ WALU FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. DIA. SHANK TENSILE STR. SHANK Sd RING SHANK, SCREW SHANK 21/2" 0.120" 170,000 RING (16-20 RINGS PER INCH) 8d SCREW SHANK 21/2" 0.120' PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 2. INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION (ISANTA) ESR-1539 EXTERIOR SHEATHING USE 1/2" CDX OR 7/16" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT WO , C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SEATHING SYSTEM (INSTALLED PER MANUR SPECS.) SEE DETAIL. 8d RING SHANK GUN NAILS @ 4" O.C. TOP & BOTTOM EDGES IF I . . . . . . . . . a J Q Z (Wry Z w 0 W � W ry LL z Y U x 0 = 0 o Z J Z Lu w z (� W ZY V = U C 0 a a z W J J z Qw7 W o* 2 Uh U O rn� O z W to ¢ m a Do TOP CORD BLOCKING AT W O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. RAFTER OR TRUSS R[1f1F CHFATHIN[: 6 ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GIABLE END FRAMING CSd RING SHANK GUN NAILS @ 6" O.C. IN FIELD T. S A ING ATTACHMENT SH ATHING (O.S.B. TO BE STRUCTURAL GRADE C8d RING SHANK GUN NAILS @ 17' O.C. IN FIELD or 8d x 2 1/2" SCREW SHANK PNEUMATIC SCREW -NAILS @ 12" 0.6,yN 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 033. MAXIMUM AGGREGATE SIZE SHALL BE 3/4'. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD" ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE 8%AR ENTRAINED CONCRETE EXPOSED TO EARTH OR HEATHER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES,DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2017, 6th EDITION ALL QED EDGES OF CONCRETE ARE TO BE CHAMFERED Yr. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318-14, BUILDING CODE REQUIREMENTS CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO.2 OR BETTER Fb. 1100 PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, ACI 630-13/ASCE 5-13 AISI SPECIFICATION FOR THE DESIGN OF PROVIDE 64ML CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL RABB-ON GROUND WHERE INDICATON ® ELASTICITY .1,s00,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE COLD -FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7-10 AND ABC SPECIFICATIONS DRAWING& BEAMS LAPPED B INCHES AND SEALED WITH ADHESIVE TAPE. PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORM -WORK: 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, FORMWORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF DA2 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRL ICTED IN ACCORDANCE WITH ACI 347, W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT 'RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK 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, 6th EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THEAFFECTED 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 STRUCTURAL. DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2X STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP 02. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS 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 -DOWNS. WELDED WIRE MESH, SHALL BE ASTM A185, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI WW WOOD TRUSSES: THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2" CHAIRS SPACED T-W OC, EACH WAY. BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE'NA710RAL DESIGN SPECIFICATIONS FOR TOSTRESS-GRADEDESIGNEDWITHTH 71ONS F REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. LUMBER AND ITS FASTENINGS" BY THE TRUSS DESIGNS SHALLEC SIG 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: TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A615 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 DESIGN (DADS; S PECIFICATIONS. CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION, HORIZONTAL AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE ROOF: LIVE LOAD FLOOR LIVE LOAD 40 p6f SUBJECT TO ENGINEER'S REVIEW. 20 pet TOP CHORD-noncorwumNN TYP. MIN LAPS SHALL BE AS FOLLOWS: k4 BAR - 25" 66 BAR - 36" N5 BAR - 30" N7 BAR - 42' 10 pef STM CHORD -non-comwreM PROVIDE 36" %36" CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS FOR ADDITIONAL INFORMATION. DEAD LOAD DEAD LOAD 15 p6f TOP CHORD 20 p6f TOP CHORD (7 pat w/ ASPHALT SHINGLES) (10 p6f w/ No GYPCRETE) 10 p61 BTM CHORD 5 pst BTM CHORD DEAD LOAD TO RESIST WIND UPLIFT: i OP61 BALCONY LIVE LOAD 60 p6f WIND: DEAD LOAD SPEED-150 MPH 3-SECOND GUST (ASCE 7.10 (FBC R2017) EXPOSURE B, RISK CATEGORY If) SHOP DRAWING REVIEW: SHOP DRAWINGS 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 WITH 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 DRAWINGS IN THE FORM OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON. TRACT DOCUMENTS) ARE PROHIBITED WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN WRITING BY THE ARCHITECT. FOUNDATION/ SITE PREPARATION: FOOTINGS WERE DESIGNED FORAN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 p6f, FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 96%OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D4557. 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 CONTRACTOR'S 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: 2,600 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 3.000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5- STRUCTURAL TERRACE SLAB. CONTRACTOR SHALL SUBMT PROPOSED MX DESIGNS, WITH HSTORICAL STRENGTH DATA FOR EACH SEPARATE MX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUM' SHALL NOT EXCEED 5" 41- PRIOR TO THE ADDITION OF PLASTICIZER CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 301 AND ASTM C44OR MEASURING, M9XING, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIME STAMPED WHEN CONCRETE 18 BATCHED. THE MAXIMUM TIME ALLOYED FROM WHEN WATER IS ADDED TO THE MX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 WRITES. IF FOR ANY REASON THERE 18 A DELAY IN SUCH THAT A BATCH IS HEW FOR LONGER THAN 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 ANY NON COWUPNCENTH THE ABOVE. REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A 3' FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): B. FOR CONCRETE EXPOSED TO EARTH ANDIORWEATHER 1.1/7 FOR 65 AND SMALLER Y FOR N6 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER TV FOR SLABS, WALLS AND JOISTS 1412' FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036" AND BE MANUFACTURED FROM STEEL MEETING THE REQUIREMENTS OF ASTM A446, GRADE A. AND SHALL BE HOT -DIPPED GALVANIZED. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14,'DESIGN NATIONAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND "TPIMTTCA SCSI 1" COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED WOOD TRUSSES. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A5BA-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 HEIGHT OF THE WALL. CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT TRUSSES/GIRDERS 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 FOR BEARING DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL DO NOT CUT 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 530/ ASCE SRMS 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 G90, GRADE I'm. 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 WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR ASTM 0-476, 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 8" TO 10". USE ONLY MECHANICAL VIBRATION CONNECTORS" BY USP, 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 "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT, MORTAR SHALL 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 AND/OR VERTICAL REINFORCING. LAP VERTICAL REBAR 6 X BAR NO, (48 BAR DIAMETERS)., U.N.O. THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH 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 K61 FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A-500, GRADE B, Fy - 46 ka1. STRUCTURAL PIPE SHALL BE ASTMS3, GRADE B, TYPE E OR S, Fy .35 MI. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH 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 TURN -OFF -THE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLIGTION S� TYPE 6PAgN0 RFAMRKS API-TION TYPE I SPACING IREMAPKB ,x]PTFIIRI NGT CASEHIRDENED COB SE GARAGEDOOR6To GAUGE ooRBNC. SEE DETAIL SEE DEtAA BEE DETAIL GEE DETAIL MA60NRY, GONG 1DNED O. w SOD, AL EXT DOORS CMEHAROENEOCOIL 6.00 WINDOW/DOOR/F"TENED GARAGE DOOR&1CK bEE DETNL BEE DERAIL EEE DETAIL I EE DETAA ,x PT, SEE NOTE. NAIL I IYY LONO. 9TAGGERED INTO MABONRYMANC, TO MASOwVYMATE. WNDOWBUCK CABEHAROENEOCOB B•O.O WIN-11-TENED METAL STRAP To CONTACT THIS ENGINEER FOR SPACING ,.PT,SEEN0TE6 NAIL, I/T LONG. STAODEREO _M480NRVMANo MA60NRYICONC. REQUIREMENTS EXT.SWNGDOOR 11, -TAP— 'lotD4T., IVI EMBED.IEND. NON -BEARING WOOD flY° E%PAN6pN R4 4•—D. 4' END BUCKa1 PT, SEE NOTE. NO WASHER F"TNER I- EDGE DST. WALLTOCONC. SIAB wWA6HEP BOLT D4T., S•EDGEDIST. OA-P0.21/B' 'QC Y END. DIET., 11,R' PT TO STEEL COL., GEE NOTE. y/I WASHER STAGGERED EDGE DIST. NOTES 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALLBE AS PER MANUFACTURERS SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 6. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 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 PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-774-6078 FAX: 407-774.4078 www.abdeslgngroup.com AA M: 0003325 V 0 N O SLTBDIV. & LOT: SILVERADO LOT #5 BLK, #12 PROJECT# 04128.001-05121 MODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: DETAILS 150 MPH EXP. B 8 PRINT 9 18 DATE SCALE:1/4 f-0" 8�s N1 �AD, ice`/ ax tja_--& Zl u19 B& 2-0 7 a a