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HomeMy WebLinkAbout7006 Silverado Ranch Blvd99 1828-4EBB-CAL199 i i 0 M S �1 i i 12602 TELECOM DRIVE, TAMPA, FL 33637 Tel: (813) 740-9720 Fax: (813) 740-9715 \� �+ pP1t1N� RK SHPtt v11.� HC' GD®s, PttW g FtGR\D ��µ1G GDD��1t`S GOO oNPtEtE of Z�pH�R NP SHE G\TY • 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 8TH 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 • EMSURE - B =116 PH •I —STORY RESIDENCE — •2-STORY RESIDENCE - MAL HEIGHT AS PER WCAL AND STATE CODES ABV. ABOVE ac AIRCONDITIONING AD' ADJUSTABLE LT. AALTERNATE AMP. AMPERAGE BD. BOARD °` CENTERLINE CAB. CABINET CI.G. CEILING CIR CLEAR CLR_ CONCRETE CPT. CARPET C.T. CERAMICTRE D. DRYER DBL DOUBLE D.O. DUAL GLAZED DIA. DIAMETER DIM. DIMENSION DISP. DISPOSAL OF. DEEP DR. DOOR D.S. DOWNSPOUT' DTL. DETAIL D.W. DISHWASF®i EA. EACH ELEV. ELEVATION FR EQUAL EXH. EXHAUST EXT. EXTERIOR F.OJFX FIXED GLASS F.O. FUEL GAS FIN. FINISH FIR. FLOOR FLUOR DR FLUORESCENT FTO. FOOTING GA, GAUGE GAR. DISP. GARBAGE DISPOSAL. O.F.I. GROUND FAULT CLRCULT INTERRUPTER OL. GLASS GYP. BD. GYPSUM BOARD N.B. HOSE BIB H.C. HOLLOW CORE IT HEADER HOT. OR HT HEIGHT INSUL INSULATION INT. INTERIOR LAv. LAVATORY LUM. LUMINOUS M.C. MEDICINECABINET MFR. MANUFACTUEER MIN. MINIMUM M.T. METAL THRES MTD. MOUNTED HOID MTL METAL N.T.S. NOT TO SCALE o.°. of CENTER PL PROPERTYLRJE P.B PUSHBUTTON PH PHONE PLT. PLATE PLYWD. PLYWOOD PR. PAIR P.T. PRESSURE TREATEDVasd R. RISER RAD. RADIUS R.A.G. RETURNAIRGRILL REF. REFRIGERATOR RM. ROOM R.G ROUGH OPENING S.C. SOL1DCOREEXrDR S.D. SMOKEDETECTOR S.H sINGLEHUM SLIT. sHEEr SHTHG SHEATHING sum SHOWER SIM. SIMILAR SL SLIDING SL. GL SLIDING GLASS STD STANDARD SWS SHEAR WALL SECTION TEMP TEMPEREDGLASS T.O.C. TOP OF CURB T.GP. TOP OF PLATE T.O.S. TOP OF SLAB TYP. TYPICAL U.N.G. UNLESS NOTED OTHERWISE V.P. VAPOR LSE W. WASFIR W/ WITH WD. WOOD WDW. WINDOW M WWATER HEATER W.I. WROUGHT IRON DATE DESCRIPTION ARCHITECTURAL SHEET DESCRIPTION PG Cl—COVER SHEET PG GN- GENERAL NOTES PG Al -FLOOR PLAN PG A2C—ELEVATION "C" PG E1—ELECTRICAL PLAN PG PI —PLUMBING PLAN PG MI —MECHANICAL PLAN PG DI —DETAILS PG D2—DETAILS PG D3 PRODUCT APPROVAL PG WAl—WALL ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS PG WA3—WALL ASSEMBLY DETAILS PG WA4—WALL ASSEMBLY DETAILS PG WA5-NOT USED PG WA6—WALL ASSEMBLY DETAILS STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 p� .T^ • .l' 1. CM . $ LNM I920 SLL C%W.AW 430 Sa FT. ENTRY 16 SQ FT. LANAI be ea FT. TOTAL 2362 SQ. FT. STRUCTURAL SHEET DESCRIPTION PG SI-FOUNDATION PLAN S1.lA-DETAILS PG S1.2-DOWEL PLAN PG S1.2A—DETAILS PG S2-LIFT BEAM PLAN AND NOTES PG S2.IA—DETAILS PG S3—FRAMING PLAN PG S3.IA—DETAILS PG SUB —DETAILS PG S3.1C—DETAILS PG SNI—DETAILS DRAWING /PG 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 DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAAIIIJNG OR EXPLANATION IN ORDER TO BUILD THIS PROTECT 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. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB 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 BLVD. LONGWOOD, FL 32T50 PH: 407-774-6078 FAX: 407-774-4078 www.abdoetpgro up.com L AA 0: 0003325 aW:jlsDm ac TAT: SILVERADO LOT #12 BLK #7 Pnon=T* 04128.002-12071 MODXU 4EBB "1828-CALI" GARAGE NVfnM: RIGHT PAGE: COVER SHEET %150 MPH EXP. H I8CALM: 01/18/19 1/4"=1'-0" C1 GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPUANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 6th EDITION, (2017) .AND IN CONJUNCTION WITH ASCE 7-10. ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 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 DRAWWNGS. 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 ARCHITECTIENGINEER. 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 S. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R3025.1:OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO 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 13)8INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1JB INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATINGTHE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.25 GAGE (0.48 MM) SHEET STEEL V MIN. RIGID ON-METAWC 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 R3026: 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 5 /8 -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 Y.4NCH GYPSUM BOARD OR EQUIVALENT. SITE Wows 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, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMENT PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES' TMSER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERCAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES JR-2002) E. APA - THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERCAN 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 ROOFNVALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE24'AND THE MINIMUM AREA SHALL BE8FT .SQ. KANI NlG 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 W AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE MAXIMUM FLOW OF 3GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P26D3.2. EXTERIOR WALL COVER1001 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 FNIN)BEN 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, W THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS,1/7 THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 & ASTWC1063-12a. 3. LATH & ACCESORIES PER ASTM-C-1063-1 to & 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-CIO63. I IA AND R703.7. UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. R302.7. CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES /CONSTRUCTION ADMINISTRATION SERVICES ARE NOT APART OF AB DESIGN GROUPS SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUPS SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDERS / CONTRACTORS PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WALL BE PROVIDED BY THE BUILDER THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. CONTROL DATE: 10/25/18 (RM) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 www.abdesigWoup.mm L AA M: 0003325 , aLmDty as LLWO SILVERADO LOT #12 BLK #7 PRO TO 041 8.00 - 2 71 MODZU 4EBB "1828-CALI" GARAOa BWtNG: RIGHT PROM: GENERAL NOTES 150 MPH EXP. B JAN DATM OS/18/19 9CALM- 1/4"=1'-0" will r GN 3S'-8' o : � o LE �IEEEUI° — olo mm mm ° o � i _ . gm o I� i...� ,,.,. VAS REQ. �PER • 15LDG.o Q GGODE CTARAGE o ° 1 :P . �■!' ��'�TRANS.o '. ^­EMY of��lo nuunuui >/iISIJrl�/i�i/. SQ.FT. CAM'S LIVM 1828 Sa FT. GARAGE 430 80. FT. ENTRY 16 &Q. FT. LANAI as 8Q. FT. TOTAL 2362 SQ. FT. CCIPOIEIR AID OLADDID DN16 OWMSPORIIIIS IC01D owm ZOIE i011HMDdlb IBWq MIN. WINDOW IV 5 24/-33 CRITERIA EXTERIOR SUAN6 IS 5 24/-31 DR, MIN. CRITERIA Bf%D. MINL 41 5 23/-29 CRITERIA 16010 0AD. 1 112 1 5 1 20A/-22.1 BASIC WIND SPEED MPH - 150 (Vult) INTERNAL PRESSURE COEFFICENT = t 0.10 BLDG. CAT.=!I, 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. DL. TOP PLATE 9 in BAR DETAIL ARCH DTL. B LE, 1/2 • 1'-®' FLOOR PLAN SCALE= 1/4' . P-O' NOTE, -2.8 LOW. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE 'SHALL FSE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICIOdESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK, OR 20-MMUTE FIRE -RATED DOORS. 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL32750 PH: 407-7746078 FAX: 407-774-4078 wwwa bdeslgngroup.cwm L AA #: 0003325 h 8 0 UA sx"mly. !t LOT' SILVERADO LOT #12 BLK #7 Pnon=To 04128.002-12071 MODZU 4EBB "1828-CALI" CARAOR BWDM- RIGHT PACE: FLOOR PLAN 150 MPH EXP. H D ' 01/18/19 XCALE• 1/4"-l'-O" Al SWINGLE ROOF DECORATIVE FOAM DRAIN TILES 6' RAISED SAND (TYPJ Jim 4' FREIZE SAND OPT.COACH LIGHT FRONT ELEVATION SCALE: 1/4 • I'-m' TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT I�b OFF RIDGE VENT AREAOFATrIC . 23M SQ FT. NET FREE VENRIATION AREA REWIRED " I/3w REQUIRE) VOMLATION ARFA . 2364/3M 728 TMTR7NARFA X SQ MQIES PER FT. 11441 = 1134.72 SQ M. NW. REQ0IREDVENDIATION .5% lIX72 IN UPPER PORTION OFATTTC SOM SQ M. OFF IDDIEVENRlAT10N ARFA . 215SQM.PERVEFT SU3R Als ALFOFVENISREQURIED . 44339 uPOF VENTS FRONDED 5 •AREA OF Arne is THE PmmffER OF THE HODS[ MS THE OVERHANG RqR OF WRIT TO EMERIOR OF WAL, NO OVEINANOS INCIAM 12 6 �S'-W BRR. FIGT. MIM 'a - — - — - — - — - — - — - — - — - — ---- Liz --- - — - — - — - — - — - — - — - — - LEFT ELEVATION SCALE: 1/4 " I'-m' TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT t F-1 F-1 'a L --------_-------------- 7- — - — - — - — - — - — - — - — - RIGHT ELEVATION SCALE, 4 . I -m' D FIRM -0. FIN. REAR ELEVATION SCALE: 1/4 • F-m' TEXTURED FINISH 8r A)DECO. DTL. SCALE. 1/2 • I' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.ebdeslgngroup.wm AA $: 0003325 w stnmly a< LOT: SILVERADO LOT #12 BLK #7 PROJECT# 04128.002-12071 MODaL• 4EBB "1828—CALI" OA1tA0a SWINO: RIGHT PAGE: FRONT,REAR, RIGHT, LEFT ELEVATION "C" 150 MPH EXP. B DA E: 01/18/19 aCALffi: 1/4"=1'-0" axasT A2C 'a - — - — - — - — - — - — - — - — - — ---- Liz --- - — - — - — - — - — - — - — - — - LEFT ELEVATION SCALE: 1/4 " I'-m' TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT t F-1 F-1 'a L --------_-------------- 7- — - — - — - — - — - — - — - — - RIGHT ELEVATION SCALE, 4 . I -m' D FIRM -0. FIN. REAR ELEVATION SCALE: 1/4 • F-m' TEXTURED FINISH 8r A)DECO. DTL. SCALE. 1/2 • I' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.ebdeslgngroup.wm AA $: 0003325 w stnmly a< LOT: SILVERADO LOT #12 BLK #7 PROJECT# 04128.002-12071 MODaL• 4EBB "1828—CALI" OA1tA0a SWINO: RIGHT PAGE: FRONT,REAR, RIGHT, LEFT ELEVATION "C" 150 MPH EXP. B DA E: 01/18/19 aCALffi: 1/4"=1'-0" axasT A2C ELECTRICAL LEGEND GYM. DESCRIPTION TANDAIm SWITCH •WAY aWITCH -WAY SWITCH P"m a unrw HE BUTTON bCOFNEOT T FRRMOSTAT MGLE RECEPTACLE(OBv/20-AMP WALE POLE) =0 IOV DUPLEX RECEPTACLE IOV DUPLEX RECEPTACLE (EQUIPPED TH GROUND FAULT TERUPTERRAMPER RESISTANT TYPE) I0V DUPLEX OUTLET(HALF OF OUTLET RED TO SWITCH) 40: XTERIOR WATERPROOFAGFI GEPTACLE (GROUND FAULT ) ERX lov EX RECEPTACLE RECEPTACLE (FLOOR D) RECEPTACLE (4 WIRE CTOR) MOUNTED LIGHT ILNG MOUNTED LIGHT LIGHT LOOP LIGHT L SCONCE PRE -WIRE T FAN WITH LIGHT (I CFM PER SQ FTJ am BLB LIGHT FIXTURE all" EUL.B LIGHT FIXTURE DULD LIGHT FIXTURE ' TRACK L10NTNG TTIC LIGHT WITH PULL CHAN }a( It GARNET LKlNT ® k4' FLUORESCENT LIGHT (RECESSED) m 'A4' FLUORESCENT LIGHT (SURFACE T) 'x4' FLUORESCENT L04T (RECESSED) e O 11112CESS Lm-rr (VAPOR PROOF) ILN6 MOUNTED LIGHT WITH J•DOX ;MAN OPT. AN c PANEL (FIELD T ) METER (FIELD VeRR-T 1-(D -BOX (WALL MOUNTED) ® -BOX (CEILING MOUNTED) ILINO MOUNTED FAN T FAN (I CFM PER Ba FTJ JACK DETECTOR (CEILING MOUNTED) 17-1w MONOXIDE DETECTOR pea OUTLET PaWaPQVZW JACK PORT •LOCATION OF TV JACKS a FMONE OUTLETS A PANS TORE VERIFIED • HOMEOWNER PRE-CONSTIUICTION MEETING. • ALL 15 A 20 AMP BRANCH CIRCUITS TO DE ARC FAULT PROTECTED PER NEC 2IVJ2(b) 2014 EDITION • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GPI A ISLAND (NOT ON KITCFEN CIRCUIT) • DISHWASHER DISCONNECT TO BE LOCKOUT N PANEL • BATHROOM EXNAUBT FAN TO HAVE MN CAPACITY OF G0 CFM INTERMITTENT PER TADLE MI80TA OF FBCR •TN EDITION (20112 • LAUNDRY ROOM RECEPTACLE SMALL BE GROUND FAULT CIRCUIT-NTMIIJ'PTER PROTECTION FOR PERSONNEL ON FEEDERS) • WIRING METHOD SMALL BE NON METALLIC CABLE AS NEC 2014 ARTICLE 300A(BX2) • ALL RECEPTACLE TO DE TAMPER -RESISTANT TYPE • ALL LAMPS SMALL BE GELECTED BY BUILDER AND 1S11H OF LIGHTING MUST BE ENERGY EFFICIENT TYPE PER PLC. ENERGY rtiMER•ATION fR!SIDENTIAL EN[RIGY EFFIGESJCY) 2011. •!h EDITION R4041 ------------- LANA CEILING I MTD. LIGHT I �` 'PRE -WIRED LIVING ROOM TO BE INSTALLED, I CLG FAN (`, ,.� OWNER'S PROVIDE PRE -WIRED SUIT J-OOX FOR:E I \ OPT. FAN \\ UP CLG FAN PRE -WILD DINING t CLG PAN ROOM I e 1 G'-i• 1 I I SWITCH N OUnE'T-- CARNET Fm DW r — — — — — — / — — — — — — ----------- 1 I Gr I GPI GPI i I� I 'ElI KITCHE SIFSC i i PAtl• \ GFRANW \ OR GFI \. � \ ' u ©©0N ®mom©0 ®rlm0"�00 i1 Im000m 1®oIo*�olo 0 mQ�� mom'-"•r^g'''."'� ®oI©�0KIIIIIIMILEII Elm �0^"„ SI00'-ZZ�oo© �00 EE.�EE.E_��Ea ELM !J•� �EE.�E� USES =MZ EJ•ilJr �E:aosi:a NLA - _. o SEMMES ... �7 E'"7 ir•T'7 1 __— ----y L� BDRM. #4/ HOOD WIRE UY OUTLET FOR ® FUTURE MICRO PRE -WIRED BDRUJ I I CLG FAN L. •.J \�\ i i i I �'� I \R AI PRE -WIRED CL.G PAN 1 I ai I GFI O (j I �. P qp GARAGE DOOR \\ di. — I APP. \ L — --i Z MLARD �1 \\ AS REGL. WALL MOUNTED PER DLDG. LIGHT IWSWITCH IN CDE BATH >42 I I I ® I \\ ATTIC I IS/CO 1 \ / GFI KEYLESS OUTLET BDRM.0 FIXTURE METER FIELD VERIFY o LL= 150 AMP ELECTRICAL RISER i \ \ IRRIGATION NOT TO SCALE. ' \ \ OUTLET • _ AR ^R 48' AfiJs. I A. COFPLYTWTN EELECTRICAL FRONSIONS OF TFE ram dIUi PRE•WRED I / MATERIAL$ AND INOTALLATION11i SMALL �I�S�tZ�]]Z LOCAL CODES, AND ALL LOCAL POSER CLG FAN / M COMPANY IeIM) "VEMONTS. I IL ALL CONDUCTORS SMALL BE TYPE TWWNAI- N UNLESS CHIMES NOTED OTNERGSE. - - - - - - - - F'QIER COMPANY _-_--------------.-. OPT. TRANSFORIBR COACH LIGHT GRADE ELECTRICAL PLAN SCALE: 1/4' . 1'-C' 1.1/2" CIA SCHEDULE W PVC CONDUIT OR PROVIDE D TAD ALLMNUM (AL) N 2" CIA SCHEDULE N PVC CONDUIT UNLESS SERVICE IB PROVIDED MY THE ELECTRIC COMPANY. COOMNATE UJITM THE ELECTRIC COMPANY PRIOR TO NO. PROVIDE Jn/C CU, TWUN • K CU N 2' CONDUIT OR D wm AI-, TWIN . 1% CU N 2' CONDUIT. (CONDUT TO TERMINATE ABOVE SOFFIT • OVERNAN2i COMBINATION SERVICE E0 AMP DISCONNECT SWITCH AND W440 VO M ELECTRIC METER M i 1� NOMA W ENCLOSUE PANEL ENOAgP mqr*-A IOFE SlRVIC! C+4OlME TELENSKN 6CiIPFMOIT INTEIIISYSTEM DODNG 1E11I'7NAL AT LOW VOLTAGE CONNECTIONS 1 x CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PRONSIOIS OF THE L EDITION (MIT2 OIA X e FT LONG COPPER CLAD GROUND ROD 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 82780 PH: 407-7746078 FAX: 407-774.4078 www.abdes4"mup.eom AA k: 0003826 aysDiv as LOT: SILVERADO LOT ##12 BLK ##7 P1ton=T 04128.002-12071 MODULI 4EBB "1828-CALL" OARAOZ SWUM, RIGHT PAOB: ELECTRICAL PLAN 150 MPH EXP. B 4 DwTM 01/18/19 wcALz: 1/4"=1'-0" S39ZZT E1 I I I I I I s 14'- 3' �1 I I I I� i I m I u n - _ I — — — — — it ii ii I 1 li I 1 14' 0' I II I I II II II II -- u F—fig —1 ;o li I \I v I II' 3'-1' 3'-7' r - - - - - iFEC II II m u II I II I II 11 I I I I O )l PLUMBING PLAN SCALE, V4 . V-V' TO 2' VTIR KITCHEN j VTR OINKUY IIn I �FV2' In' AUTO VENT �{ TUB I LAV I �21 1/2) LAY � I U!C 9 3 I 3' 3 swum 1 1/2 I PLUMBING RISER DIAGRAM 1441 N. RONALD REAOAN BLVD. LONGW OOD, FL 32750 PH: 407-7748078 , FAX: 407-774-4078 www.abdeoWngroup.com AA 8: 0003325 011111, evenly ae L SILVERADO LOT #12 BLK #7 PllOJMCT/ OT: 04 2-1 071 MODRU 4EBB "1828-CALL" GARAGE BVfDM' RIGHT PACE: PLUMBING PLAN 150 MPH EXP. B I8/19 CAIM: 1/4"=1'-0" HZZT P1 HVAC NOTES I. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS NBTALLED IN NON -CONDITIONED AREAS SHALL I'SE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATNG. ALL SEAMS SHALL 6E SEALED WITH GLASS PAD 4 MASTIC. AND INSTALLED AS PER POO 6TH EDITION (2011) MECHANICAL BLDG. CODE SECTION 603. 3. ALL PLEX DUCTS SHALL BE APPROVED UL 0 CLASS 1 AIR DUCT AS PER NFPA SSA 2.3.1 4. FRESH AIR INTAKES SHALL NOT ISE LOCATED CLOSER THAN 10 FT. PROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY 6EWER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SMALT. BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SMALL BE CONSTRUCTED IN ACCORDANCE TO FBC 6TH EDITION e2011) MECHANICAL CODE 603.1 1. BATHROOMS CONTAINNG BATHTUBS, SHOVERS, SPAS AND SIMILAR BATHING FIXTURES SMALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 403. B. ALL EXHAUSTED BATH ROOMS, SMALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. S. ALL FIRE RATED CEILINGS AND WALLS SHALL HAVE AN APPROVED PIPE OR PIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SMALL BE INSTALLED TO MFG. RECOMMENDATIONS AND I = 6TH EDITION (201) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. It. DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LNEAR FEET WITH MAX. SIX ELBOWS. LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® BIDE -WALL OR I WAY DIFFUSER SOLID LINE" SUPPLY TRUNK BROKEN LINE- RETURN TRUNK 1 BALANCING DAMPER OR OBO O CEILING EXMAJOT PAN CEILNG EXHAUST FAN i LIGHT O/A OUTSIDE AIR ® THERMOSTAT m PA66-THRU AIR GRILL NOTE, ALL HVAC TO HAVE PROPER PANS W/ DRAINS SECURE STRAP TO COW CONDENSER W/ (2)-3/16')2' TAPCONS UNIT SIMPSON W5 ROLL STRAP >ArTIC OR EQUAL CEILING EXTERIOR WALL PLENUMy AIR RETURN 6ECURE STRAP TO UNIT W/ (2) 4 CONCRETE rBXI 1/4' SHT. MTL. SCREWS SUCTION AND LIQUID AIR SUPPLY y REFRIGERANT LINES CONDENSER UNIT AIR HANDLER y CONNECTION TO PAD EXTERIOR WALL y 3/4' PVC CONDENSATE DRAM LINE MAN COND. DRAIN 3/4' DIA. OVER OVER HEAD 12' FROM STRUCTURE EVAP. TRAY y PVC SLEEVE TO LINES BELOW SLAB T REFRIGERANT LINES TO PLATFORM RETURN CONDENSING UNIT TRAP DRAIN LINE AND TERMNATE VIN AN APROVED DRAIN, AS PER FBCR 6114 EDITION (2011) MECHANICAL BLDG. CODE SECTION 3011.4 HVAC DRAINS 6CORIATED NICKEL FIN FLOOR COUNTERSUNK BRONZE FL. PL. OR WALL C.O. PLUG BRASS PLUG FITTING OR EXTENSION TO BOIL OR WASTE AS REQUIRED WADE 8240-K J06AM 56001D INSIDE SERIES NICKEL BRASS TOP CAULK P.V.0 OPTI/SPEC nFLOOR SLAB CLEAN -OUT (TYP FIN.GRADE OR PAVING SEE 6PEG. 1'-8'X8' CONIC. FITTNG OR EXTENSION TO SOIL OR WASTE AS REQUIRED DEXT. GROUND CLEAN -OUT (TY NOTE, ALL MECHANICAL EQUIPMENT SHALL DE INSTALLED AT OR ABOVE F.P.E. ELEVATION. MECHANICAL PLAN SCALE, 1/4 G P-O" E7 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-7746070 FAX: 407-7744078 W ww.ebdeslgngroup.eom AA 8: 0003325 Oil 1 9 Ulunviv. is LOT: SILVERADO LOT #12 BLK #7 Pllo"=T# 04128.002-12071 1LoaaL: 4EBB "1828-CALL" oARAOR OWD IG: RIGHT PACE: MECHANICAL PLAN 150 MPH EXP. H Dw01/18/19 SCALE: 1/4"=1'-O" sBEaT M1 2X4 TOP PLATE PRE -FAD TRUSS 1/2' CLCs. BOARD IR' DRYWALL 2X4 WOOD STUDS •24' O:C. GLAD m-m• FIN. FLR NOTE: STUDS IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2X4, WHERE SPACED NOT MORE THAN 16' O.G. OR, NOT LESS THAN 2xb, WHERE SPACED NOT MORE THAN 24' OTC. TYP. INT. WALL NON—BRG. D' SCALE, 3/4'.I'-C' FIBERGLASS SHINGLES OVER �M FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R9C5.1.1 ON I}' CA& SHEATHING OR;'CDX PLYWOOD SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT IF2' THICK. 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 5/8' GYPSUM EX OR 1/2' 14414 STRENGTH CIA. BOARD 5' DIA. SLEEVE, DO NOT CUT BOND BEAM - SOLID GROUT W/ (1)- `5 (2) COURSE NOT CUT E BOND 4M BARS 2A PIPE THROUGH BOND BEAM D1 SCALE:3/4'.I'-V' SEE ENERGY CODE FORMS R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS STRUCTURAL Ix2 P.T. FURRING - STRIPS • 24, O.C. 8' CMU 1/2' GYP. WL. ISO. - WOOD BASE — 0'-0' FIN. FLR _ I' a• e ti.. ° a 4. �W/ WINDOW OPENINGWINDOW OPENING FIBERGLASS SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R805.1.1 ON O.SD. SHEATHING OR; CDX PLYWOOD SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. PLR B TYP. WALL SECTION NO OPENING NOTE: PER SECTION 995.1.1 - FOR ROOF 4 1—STORY HIP BLOCK WALL (2)OLAYER UNDERLAYMENT SYSTEM SCALE, 3/4'.r-C' IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM 0226 TYPE II, ASTM D 4869 TYPE IV, OR ASTM D 6151 AMs tuL a„t ►oIe so Lw 2B GAS LINE THRU BLOCK FIBERGLASS SHINGLES OVER -" FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R50S.1.1 ON J' Oba SHEATHING OR;' CDX PLYWOOD SECURED PER FASTENER SCHEDULE 1'-0' TYP. MTL. DRIP EDGE OA. 2x FASCIA PER ELEVATIONS VENTED SOFPIt PRE-ENG. GABLE TRUSS UEiEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS VY WICK 2 CCNT - PORILMD Calm PLAOTMAPM Dwscar To mA$cHw Ism. AI•FRCVAL RI4 raves 11ISLcfIssAL FOR IeriaCa^ort fY P.T. uD ATTAC+MP To rAL Cif. AS FM :'mCDIICT AFFIWVAL RaIO. � IiCD NAINIM sTls• MW OND Al AICUD (NY s GARAGE DOOR JAMBS D1 SCALE: 11/2'•I'-0' 2x BLOCKING DETWEIEN TRUSSES PER STRUCTURAL DETAILS —\ STIFFBAC . AT ALL UPR*14 PER STRUCTURAL DETAILS PRE-ENG LLD. TRUSS — CONT.'2x RAT RUN SECURED PER STRUCTURAL DETAILS SEE ENERGY CODE FORMS FOR INSULATION R-VALUES i.PER ELEVATION 5/8' GYPSUM BOARD OR IA' HICsHI STRENGTH CLG. BOARD R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS IX2 P.T. FURRING - STRIPS • 24' Or- 1/2' THICK, 2 COAT— - "' 1/2' GYP. WL. BD.- PORTLAND CEMENT WOOD DASE— PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR a, CMU ° a . ..4 �W/WINDOW OPENING OPENING FIBERGLASS SHINGLES OVER s9C FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RWS.1.1 ON I}' O.SD. BREATHING OR;'COX PLYWOOD SECURED PER ®. FASTENER SCHEDULE TM MTL. DRIP EDGE O.H. 2x FASCIA PER ELEVATIONS VENTED SOFFIT WEEIP -ENCs. GADLE TRUSS SCREED \-2x P.T. SECURED PER STRUCTURAL DETAILS V2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY C"U 0'-0' FIN. FLR B TYP. WALL SECTION NO OPENING 5 1—STORY GABLE BLOCK WALL .) SCALE, A/4'.I'-C' 1441 N. RONALD REAOANJBLVD.LONGWOOD, FL 3278PH: 407-7746078 FAX: 407-774.4078 www.abdosigngroup.c AA M: 0003325 Iit 0 0 i' SulwiV. a LOT: SILVERADO LOT #12 BLK #7 PnoJECTAI 4 8. 2— 071 MODEL: 4EBB "1828—CAIT OARAOX 8WnW: RIGHT PAO& DETAILS 150 MPH EXP. H DRmT w01/IB/19 SCALE: 1/4"=l'-0" S*MC= D1 A -BOLT& 4' @lCDP DiT MK EVENLY FROM FLOOR TO ®I SECLIIRC 2x4 M "RAW DOOR BACK W/ (0) 51 K'X&' A -BOLT& 4' l'10ROME IT MIN. W/ IW'Xfk W.ASLER AND NIT SPACED EVENLY PROM FLOOR TO dApWm DOOR 1-m IN JOINTS PRIOR TO PILLSIO, OX6 PT BLOCK • CENTER OF IS DOOR LEADER W(U)L'XS' J-BOLTS 4' EMIBEDMENT WV 2'X2')W 14444M ANO NIT. MANNFACTU RER'S INSTALLATION NSTRIICTIONS UINERE BITCH F45TIWCTIONB ARE MORE STR4YiNT GARAGE DOOR t BUCK ATTACHMENT sc+u. w•.r-r O• cm li' DRYWALL 6 PX4. OR 17Q' P.T. NAILER IX4 P.T. OR % XW MIN SECURE THRU FRAME 4 EXTEND IYi INTO BLOCK UY IJ(s' TAPCO46 (MIN SHANK SIZE .145 MIN. HEAD SIZE 3" MIN. EMBEDMENT I-Yi WITHIN 8' OF EACH END 4 IS' O.C. MAX SPACING DOOR CASING DOOR JAMB OR WNDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMS JAMB (DO NOT EXCEED)V) DOOR JAMB TO BLACK +3/4 OR +5/4 xLR x B K+ o +5 4 A SCALE, N.T.B. 2X4,m SECURE TO BLOCK W/ 2Ns' TAPCONB OR (MIN. SHANK SIZE J48 MIN. HEAD SIZE "0 MIN. EMBEDMENT 1 Y4) WITHIN 6' OF EACH END 4 W3' O,G. MAX SPACING. 2X6,m SECURE TO BLOCK W/2-%' TAPGONS(MIN.' ANK SIZE .145 MIN. HEAD SIZdAO MIN. EMBEDMENT I Y4) WT14N 8' OF EACH END 4 8' CMU 18' O.C. MAX SPACING. Jj DRYWALL 2X8,® 1'x4' OR I'X2• P.T. NAILER SE�8TO BLOCK W/2.%. CASING (MIN. SHANK SIZE J45 MIN. HEAD SIZE 3" DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y4) TTACH TO 2X PER WITHIN S• OF EACH END 4 MANUFACTURES DETAILS. IB' O.G. MAX SPACINd, 2X4m SECURE TO BLOCK W/ %6' TAPCONB (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Yi ) WITHIN 8' OF EACH END 4 NOTE, STRUCTURAL 2X ID'Or- MAX SPACING. MUST BE ON OUTRIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK W/J-%* NON-STRUCTURAL V.- TAPCONS TAPCON MIN. I -A' (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 CMU MIN. EMBEDMENT 0149 • DRYWALL UNT14N 8' OF EACH END 4 W' O.C. MAX 6PACMG. ❑ 'k4' OR I'ki' P.T. NAILER 2X&, SECURE TO BLOCK W/2-%' TAPOON6 DOOR CASING (MIN. SHANK SIZE J46 MIN. HEAD 612E 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y4') ATTACH TO 2X PER WITHIN 8' OF EACH END 4 10' O.C. MAX SPACING. MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Yi) �nl DOOR JAMB ¢ WIDOW To BLOCK SCALE, KTb. 2X4.m SECURE TO BLOCK W/ i(s' TAPOONS (MIN. SHANK SIZE J45 MR 1 EAD SIZE 300 MIN. EMBEDMENT I Y4 ) WITHIN 6' OF EACH END 4 NOTE, STRUCTURAL 2X IS'Or- MAX SPACING. MUST BE ON OUTSIDE 4 2Xbm SECURED THROUGH SEA PTO BLOCK W/2-%, NON-STRUCIlls' MITTURYAL (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') 8• GPI WITHIN W OF EACH END 4 Jl• DRYWALL W3' OG. MAX SPACING. 2X8m ❑ I'X4' OR V>12' P.T. NAILER SECURE TO BLOCK UL)2-IXs' CASING TAPCONS (MIN. SHANK SIZE .145 MIK HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT 1 Y4) TTAGH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. W3' OC. MAX SPA_ NOTE, SHIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED 49 NOTE, SHIM AS NEEDED TO PLUMS JAMB (DO NOT EXCEED Y4) DOOR JAMB TO BLACK +1-1/2 DOOR JAMB TO BLACK +2 1/4' wD@wAl% To BLACK +1-1/2' \w�RIDOw To elACx +2 1/4- 2X4m SECURE TO BLOCK W/ TAPCONB (MIN. SHANK SIZE .14S MIN. HEAD SIZE 300 MIN. EMBEDMENT I Yi) WITHIN 6' OF EACH END 4 NOTE, STRUCTURAL 2X W6. MAX &PAGING. MUST BE ON OUTSIDE 4 2X6= SECURED THROUGH SE BLOCK LLV2.1i►'NON-STRUCTURAL )1(s' PTO TAPCON MIN. 144' (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 • CMU MIN. EMBEDMENT 1 Y49 • DRYWALL WITHIN 6' OF EACH END 4 'X4' OR VX2' P.T. NAILER 18' OG. MAX SPACING. El SECURE TO BLOCK W/2-W6' TAPCONS DOOR CARING (MIN. SHANK SIZE 345 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') DOOR JAMS OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER I6' O.C. MAX SPACING. MANUFACTURES DETAILS. ItlIF� 4LF1 A1�0 TO lLl�.Wf f00,{lf OI®.6") DOOR JAMB TO BLACK +T TO BLOCK +3" E E, NT . 2X4m SECURE TO BLOCK W/ V TAPCON6 (MIN. SHANK SIZE 145 MIN. HEAD SIZE 3W MIN. EMBEDMENT I Y4 ) WT14N 8' OF EACH END 4 NOTE, STRUCTURAL 2X b' O.G. MAX SPACING. MUST SE ON OUTSIDE 4 2X6,m SECURED THIRD" SECURE TO BLOCK W/7-!6' NON-STRUCTURAL V TAPCON6(MR 6HANK SIZE TAPCON MIN. I-Y4 145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I )4') WITHIN 8' OP EACH END 4 8. CMU OG. MAX SPACING. 11• DRYWALLWB' 1X6,® ❑ 2' 1'X4' OR 1'XP.T. NAILER SECURE TO BLOCK W12-V 2X SECURE TO TAPCON6(MK SHANK SIZE STRUCTURAL MEMBER Jog UVl2JIid WITHIN 8' OF EACH MIN. HEAD SIZE 300 J2ND END 4 6' TO 8' O1 MAX MIN. EMBEDMENT I Y49 OOR CASING WITHIN 6' OF EACH END 4 DOOR JAMS OR WINDOW ID'Or- MAX SPACING. ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMS JAMB (DO NOT EXCEED A*) DOOR JAYS TO BLACK +3" FI TO BLOCK +. 2X4m SECURE TO BLOCK Wdi TAPCONS(MIK SHANK SIZE 145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) NOTE, STRUCTURAL. 2X WITHIN S' OF EACH END 4 MUST BE ON OUTSIDE 4 15' OZ. MAX SPACNG. SECURED THROUGH 2X6,m NON-STRUCTURAL SECURE TO BLOCK WA-1/4' TAPCOJ MIN. IY4 TAPCONS(MIN. SHANK SIZE EMBEDMENT INTO BLOCK. .145 MIN. HEAD SIZE 300 • CMU MIN. EMBEDMENT I Y4) • DRYWALL WITHIN 8' OF EACH END 4 WP' O.C. MAX SPACING. 'X4' OR I'X2' P.T. NAILER m 2Xb ❑ SECURE TO BLOCK WA-1/4' %' ObJ3. X 4' MIN• TAPCONB (MIN. SHANK SIZE .145 DOOR CASING MIN. HEAD SIZE 300 MR EMBEDMENT I Y4) DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER 16' Or- MAX SPACING. MANUFACTURES DETAILS. .tllp sm 44 moo ro FYl�.IM� f W ,tlI O®RrJ DOOR JAMB TO BLACK +3-T/18" xLE. MT TO BLOCK +3-7 8" G &GALE, N.Tb. 2X4m SECURE TO BLOCK W44" TAPGON6 (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') WITHIN 8' EACH END 4 NOTE, STRUCTURAL 2X WB' O,C. MAX &PACING. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGFI SECURE TO BLOCK WA-V4' NON-STRUCTURAL TAPCONS TAPOON MIN. 1 Y4' (MIN. SHANK SIZE.145 EMBEDMENT INTO BLOCK. MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y♦') 6• CM WITHIN 6' OF EACH END 4 )II'DRYWALL WY O.C. MAX SPACING. aR I'X2' P.T. NAILER 2X8mSECURE TO BLOCK WA-1/4' X 4' MIN. TAPCONS CASING(MIN. SHANK SIZE.145 MIN. HEAD SIZE 300MIN. EMBEDMENT I Y4) JAMS OR WINDOW WITHIN 6' OF EACH END 4 TTACH TO 2X PER IB' OZ. MAX SPACING MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4) DOOR JAMB TO BLACK +3 3/4' H w7T K + s 4• 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-T74.4078 www.Wbdsslgngroup.00m L AA k: 0003325 , sumliv. ae L07i SILVERADO LOT #12 BLK #7 1pLMBOJ(LMwT4y 0 8 0 2- 2071 MODMIA 4EBB 'J1828-CALIF GAIRAG3 OWDM: RIGHT PALM DETAILS 150 MPH EXP. B DA>t O 01/18/19 scALL m: 1/4"=1'-0" s>! u= D2 PRODUCT APPROVAL LISTING - - - - EXPIRATION DATE FL 17325.1.2 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17232.6 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17234.2 FL 17232.4 FL 17232.3 USP STRUCTURAL CONNECTOR STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 27248.1 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 12/31/2020 FL 12029.1 AMERICAN CONST. METALS PANEL WALLS SOFFIT 2017 FBCR 3/Z/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 MULUONS 2017 FBCR 7/31/2019 FL 14253.1 PLYGEM FIXED GLASS - 2017 FBCR 7/31/2019 FU7676 MI WINDOWS & DOORS SINGLE HUNG - 2017 FBCR 6/16/2020 FL15332 MI WINDOWS & DOORS SLIDING GLASS DOOR - 2017 FBCR 6/16/2020 FL 15353.1 MI WINDOWS & DOOR WINDOWS MULLIONS 2017 FBCR 6/16/2020 FL 15076.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2017 FBCR 12/31/2029 FL 567&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 1Z/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 12/31/2020 FL 107SB.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 10/13/2020 FL 10477.R7 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 01/01/2022 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 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 4103.1 TAMKO ROOFING ROOFING ACCESSORIES 2017 FBCR 12/31/2020 FL 7006A IKO SHINGLES 30 YEAR 2017 FBCR 9/6/2021 FL 15B.1 CASTCRETE STRUCTURAL LINTELS 2017 FBCR 5/21/2022 THIS 5 A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED UST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2017 (6th EDITION) BUILDING CODE INFORMATION SYSTEM W W W.FLORIDABUILDING.ORG CONTROL DATE: 01/14/2019 i44i N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdaeoWoup.com AA M: 0003325 , anon; SILVERADO LOT #12 BLK #7 PROJMT/ 4 .002-12 71 MODZILa 4EBB "1828-CALI" 0ARAOX OWDM: RIGHT PA08: PRODUCT APPROVAL LISTING 150 MPH EXP. B DRINT A 01/18/19 8CALM 1/4"=1'-0" 8HZw D3 PRlORM= CONTROL JoNT PLANWI OF CONTROL JOWS Td Ed USRED TIED TO LATH E V = MAX (VERTJ. TOTS, DO NOT FASTEN C4017011M JDNT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W( W LES MAY SE USED TO TEMP. BLCURE CONTROL JOINT DURNS NSTALLATION —� FASTEEIIR TO W SPACED-7 S '1' OD. MAX VERTICALLY / J' THKK, ! COAT CEMENT PLASTER MM LAYER V. FORTIFIWR BUILDING PAPER APPISOVBD PETAL LATH FASTENED 01' (VERTJ OL:. MAX AT SUI'PORQTS WM LAYER 9. STUCCO WRAP WOOD SHEATHNS LATH SHALL NDT _......_ SE CONTW#J01J8 . ro ✓ .• To v THI DAIIIN CONTROL ' JOINTS BUT &SIAL.L Q SS STOPPED AND TIED AT EACH NDE. FROVIDE 3X4 BLOGKINS PER ASTM CIS6S PLACED FLAT MAX. 6' TO V 116.I4 \ FROM CONTROL JONT WNW CONTROL JOINT FALL& ON STRUCTURAL &Tlb 1. [IM FOR LATH TO W NAILS 0__ STAPLES N COPRLAWCE UY ASTM CW" �- r 3. WINE TIES TO SE (Na W SAWW WIRE A SLOOCNG 8WOSN MAY BE N ADD( TO WALL GUM, REOWRED FEIR PLAN OLILTED ..Luo.R.A OL FOLD IMAM . R 1 CMIIAM . Fr. 6 A r#AM . per. C OLPOW N.MO. Per. A 101RAM . PT. R PCILD ® L FOLD AMMO . Fr. A 1 a.AM . R. 6 1 gfLM& . R. G Ap mFt.a ONR FT. 6 TILL FT. G TOIICAEe 60RCM PLANO 0 CRMI PLnMM .Ml&R t1011} MAL POLD, O¢ SIE1aut. LAYER'S. POWP® >RG PAPER owns a m LAYER % EKL ILASHM I. =1LAAMM fe88 MULL ona"a At Dona" a RGOF NRRrcIIa6 Nam, APPROVED BUU.DNS WRAP SHALL ISE LArrID A MINE" OF 6' a VERTICAL LAM (ROLL ENDS) a 6' • HORIZONTAL LAPP& ALL 6C.AN'E NEED TO BE tAPED WITH FOIiUSER SLETATI6G TAPE / 1• MN LAP . METAL LATH \ LATH VERTICAL LAP TO SE I' n-1 I METAL LATH Wlm LAYER % sTlrro WRAP WINS LAYER 9. FORT"mm" / \SWLDINOL PAPER 2 VAPER erALEr I VI'.1 m P ® KICKOUT DETAIL e61mmma raw oR tilwal SIDE LAro OF METAL PLASTER SLA6E6 SHALL SE SECURED TO FRAMING PEPISERS. TWY 6NALL SE TIED MUNCH 6IrF'OWS UTI4 0O41&-N. fIM-KV WU@ AT INTERVALS NOT P10IE: THAN 6' f33%.M11 A& "A ASTM C"S IAL FOR REPAIR OF TEARS N UIIS LAYERS, TEARS MAY BE PATCMED 1111100NGU6E WRAP TAPE PER PTAliar SPED on PEEL N WICK p THICK 6 COAT CEMENT PLASTER METAL LATH WRS LAYER 9, FOIlTPISER BUILDING PAPER WRS LAYoe -1, OnA= WRAP fflFwOm 6NEATNNS I WOOD &NEAT Su1LD1 PARE! STU= WOOD SHEATHING OR CMU WRB LAYER M, STUCCO WRAP (FRAME ONLY) a' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER(CMU) METAL LATH (FRAME ONLY) LAP WRB 6 TAPE OVER ROOF/WALL SCREED Z 5'X5' 'L' TYPE CONTINUOUS F Z GALV. METAL FLASHING 76 (NAIL TO ROOF DECK NOT WALL SHEATHING) cL CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.T.S. 4'S4' SELF-ADNERN6 MEM1'111114 iE- R-ASI" (COWATISLE 0 WOM SRAP MATERIAL) OVER I. OR LESS PIPE P@ETRATION CUT AND OVERLAP ONE 610E OF / 6ELF-ADHERING MCYESRANE ILAI6HNG STEP #I INSTALL FASTENERS (CLIPS. STRAPS, STAPLES) AS RE=11140 TO SECURE PI"E)1URE TO FRAMNS PIPE N.T.S. •• SELF-ADNERNS MOMISIt" FLASNNb OVER APPROVED NOU6E ~.. FLA6NIN3 To EXTENO [Aire FXPE CUT ASO OVERLAP ONE 610E OF SELF-ADHERNG MEMBRANE FLA6HR16 ONE LATER'3. FORTNSER SULDNS PAPER FETAL LATH 650' SELF-ADWERN6 ME"'ERANE ILAWM OVER 41r4' SELF-ADHEMM MEMBRANE FLASNI G OVER APPROVED NOOSE ILRAP. w ARUN6 Te EXT�JD eNre N� Si' CCNT. BEAD OP SEALANT INSTALL APPROVED HOUMMAP AIR INFILTRATION BARMIER OVER SIEATNNS SECTION PER SECT ON W6&.7 CLdPRIwW1YW �W ArWSn Exterior use o1 Pon. _wp piebr still w 11 with--ppl<Rtlon regWremerts of ASTM C 926-120k Ireit-11 ." of .A.lico lWhip er d f..N shall ..Ply wIM ASTM C 106112A TION DETAIL (FRAME) LEGEND DRAINAGE PLANE (WR5 LAYER 01, STUCCO WRAP) WR5 LAYER 02 (FORTIFI5ER - - - - - - 5UILDING PAPER) METAL LATH x-x-x-x STUCCO SELF-ADHESIVE FLASHING - - - - - - NOTE: METAL LATH: LATH TO 5E PER SECTION R'103.1.1 / ASTM C-841-09, MIN. 2.5 L55. PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-774-6078 FAX: 407-774.4078 www.abdeslgngroup.00m AA #: 000332. i b may.. >gunciv. a LOT: SILVERADO LOT #12 BLK #7 PROJECT 04128.00E-12071 MODRIA 4EBB "1828-CALI" GA tAOZ 8WtN0: RIGHT PACE: WALL ASSEMBLY DETAILS 150 MPH EXP. B � J 01/18/19 SCALE: 1/4"sef-O" SIZE= WA� BACKER ROD BACKER ROD INSTALL V SELP-ADHERING MEMBRANE PLASHING OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. VENT CAP IS TO Be SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO ISE TOOLED 60 A6 TO DEFLECT WATER AWAY FROM JOINTS. E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO %! LAALL SIDES, Y1 CAULKM a JOINT PER SECTION R708.7 EAulor�and� Exterior use of portland cement plaster stall comply with the application requirements of ASTM C 928&12A. Installation of exterior lathing and framing shell comply with ASTM C 1053-12A. WRB LAYER 9, STUCCO WRAP I ..: HOODED VENT THICK, 3 COAT CEMENT PLASTER METAL LATH WFB LAYER -2, FORTIFIBER BUILDING PAPER WOOD SHEATHING DRYER VENT (FRAME) WOOD 81 EATWNG WRB LAYER 1, STUCCO WRAP WR6 LAYER -J, FORTIFIBER WOOD — CONSTUCTION ---METAL LATH S' CMU VINYL CASRG BEAD S' RAISED BAND I EEP D L W WDE STRIP SELF ADI-MIVE FLASHING. CLEAN MASONRY BEFORE APPLYING Z FLASHING STONE VENEER OVER SCRATCH COAT HORIZONTAL WEEP SCREED W/STONE VENEER (FRAME TO BLOCKI LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER "2 (FORTIFISER - - - - - - - - - BUILDING PAPER) METAL LATH x-x-x-x STUCCO SELF-ADHESIVE FLASHING - - - - - NOTE METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-OS, MIN. 2S LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH b' SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT* TOP 4 SIDES F)B DRYER VENT VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH — WALL 6' SELF ADHESIVE FLASHING (INSTAL PER MANUF. SPEC BUILDING PAPER UNDER 'QUICK PLd A VENT PENETRATION SCALE, N.T.S. ELEC. METEI 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 -2, FORTIF15ER BUILDING PAPER THICK, 3 COAT CEMENT PLASTER 36' TO Y6' MID-WALL WEEP SCREED Ib' 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-POLYBLENDFOAM ')R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES :O SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENM IN APPROVED WOUSEWRAP FOR BOX INSTALLATION WRB LAYER 1, STUCCO WRAP WOOD SHEATHING APPROVED WOUSEWRAP BELOW CUT SUCH TWA' NO MEMBRANE! ENTERS BOX, APPLY TO FA( EDGE APPLY E-Z OVER 60 M' GRADE 'D' FELT -PROM SEALANT AT JOINTS AND NTERSECTIC WOOD SHEATWNS 41111115 LAYER -L STUCCO WRAP 1UlD LAYER 4, FORTIFISER BUILDING PAPER METAL LATH FASTEN TO WOOD STRUCTURAL MEMBER a T' Or— MAX V To V MIDawi UEiP aC1eED ADHESIVE PLASHNG. CLEMI MASONRY BEFORE APPLYING V FINISH a MASONRY ® HORIZONTAL WEEP SCREED (FRAME TO BLOCK) s' WRB LAYER 1, STUCCO WRAP CUT 'X' INTO SELF -ADHERING MEMBRANEFLASHNG1 APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVEDUX5 LAYER 1 STEP *1 STEP W2 WRB LAYER 1, STUCCO WRAP APPLY b0 MIN - GRADE 'D' FELT OVER SELF -ADHERING FLASWING OVER APROVED HOUSEWRAP STEP #3 RtSELF -ADHERING MEMBRANEFLASHNG WRB LAYER -2, FORTIFIBER BUILDING PAPER STEP *4 ELASTOMERIC COATING OVER STUCCO/ G.V. FINISW (SEE TYPICAL WALL SECTION) METAL LATH STEP S STEP #6 OELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7746078 FAX: 407-7744078 www.abdesWgmup.com AA X: 0003325 A C1 FGAPLAOZ Sc IAT. #12 #7 -12071 B CALI" WING- RIGHT PAOZ: WALL ASSEMBLY DETAILS 150 MPH EXP. B 2 RA2 01/113/19 1/4'-1'-O" WOOD SHEATHING WOOD CONSTRUCTION IY4' HAT CHANNEL V%' TYPE 'x' DRYWALL WOOD SHEATHING WQB LAYER h, STUCCO WRAP l' THICK 3 COAT CEMENT - PLASTER EXT. WOOD FRAMED WALL WRB LAYER 11, STUCCO WRAP SUD-FLOOR DECKING Um LAYER n, FORTIFIBER F LAYER (2 LAYER BUILDING PAPER PRE-ENG'D TRllbb FEEL 1 STICK) J'THIC3 COAT CEMENT WEATHERDAOTIVE 6' PEEL 4 PLASTER 6' SAF. • TOP OF WEEP SCREED RRIR E WEATHER RESISTIVE STICK •DRIP EDGE TO HE TO SATHING SCREED BEHIND WEEP ED DARKER n DECK 4' POSITIVE DRAIN i' THICK, 3 COAT CEMEN RIES WEEP SCREED PLASTER METAL LATH WOOD 6"WATHING I NXI % P.T. OR SIMULATED WOOD (TREX) FILLER CONTINUOUS 6' SELF-ADI R WATER PROOFING let , �� -ED EXTERIOR GRADE LAYER l2 LAYER PEEL. • TOP OF WEE SCREED :t DRY WALL STICK) WRAPPED FROM TO BELOW x. SHEATHING BALCONY DECK TO WED LAYER 01, J' THICK, 3 COAT CEMENT CANTILEVER STUCCO WRAP W POSITIVE DRAIN naEP aroErn PLASTER 6' PEEL 4 STICK • ' - _ -- van CORNER DCAD DRIP EDGE Tor W IS LAYER 01, FORTIFIDER ND GAP IN FIELD VINYL CASING BEAD SUD FLOOR m ! BUILDING PAPER ®® SEPARATE ACCLAWFF E8TIONONLOF '�;''`:� :``',•x+ 6' SELF-ADHERENG WRD LAYER 01 r FLASHW5 WRAPPED STUCCO WRAP 'o J • CORNER OF CANTILEVER 4' POSITIVE DRAIN AMICO d 166.WPIWY n C-1S0 1 errn_mswn NO GAP N FIELD —/ (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CASING BEAD lOA DTL.® CANT. BGALE. 1 V2'"I'-0' NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-0% MIN. 2.5 LB5. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WOOD CONSTRUCTION WEATHER RESISTIVE BARRIER 01 3/ I RESILIENT WEATHER RESISTIVE HAT CHAWEL BARRIER n V\� CASHG BEAD J'THICK, 3 COAT CEMENT PLASTER S/8' TYPE 'X' DRYWALL METAL LATH W/TEXTURED 4 PAINTED WOOD 61 EATWM FINISH I' THICK, 3 COAT CEMENT (2) 2x12 HEADER PLASTER VINYL CORNER BEAD 4' POSITIVE DRAIN WEEP SCREED VINYL CASING DEAD NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CANTILEVER DRIP EDGE LEGEND DRAINAGE PLANE (LURE LAYER 01, STUCCO U)RAP) WRB LAYER 02 (FORTIFIBER—•----- — BUILDING PAPER) METAL LATH x—x—x—x STUCCO ING — — — — — I NXI V P.T. OR SIMULAT WOOD (TREX) FILLER CONTNUOUS 4' GAP FOR DACKE—Ig/ ROD 4 SEALANT FINISH LAYER (2 LAYER PEEL 4 STICK) 3/4 RESILIENT HAT C 4AN EL x 8/8' TYPE 'X' DRYWALL W/TEXTURED 4 PANTED FINISH J' THICK, 3 COAT CEMENT PLASTER VINYL CORNER BEAD —I 3' X 3126 GA GALV. METAL DRIP EDGE SET N FULL BED OF SEALANT, V MN. SPACE FROM DRIP FACE TO TREX YW GAP FOR BACKER ROD 4 SEALANT VINYL CAGING BEAD WEATHER RESISTIVE BARRIER 41 WEATHER RESISTIVE BARRIER n DECK MEMBRANE, EXTEND OVER DRIP EDGE 3' X 3' 26 GA GALV. METAL DRIP EDGE SET N FULL BED OF SEALANT, J1' MN. SPACE FROM DRIP FACE TO TREX WATER PROOFING let LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER a' THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING WEATHER RESISTIVE BARRIER 9 WEATHER RESISTIVE BARRIER n 4- POSITIVE DRAIN ware kQ1 (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11 EDGE INSTALLATION COLUMN SHEATHING TFEIt RESISTIVE BAR`�ER � / WEATHER RESISTIVE BARRIER n W SAF. \ \Q PEEL 4 ST`CK I J(r'x3' 'L' FLA614M FULLY EMBEDDED N ROOF CEMENT I Jr X 3' 26 GA GALV. METAL DRIP EDGE Y4. OAP FOR BACKER SET N PULL BED OF ROD 4 SEALANT 6EALANT,JP MN. ; SPACE FROM DRIP . FACE TO TREX �T14ER RESISTIVE VINYL CASING DEAD i BARRIER 01 WATER PROOFING\lot ,F D�AI14EM RE816TIVE LAYER (2 LAYER PEEL EXTERIOR COLUMN 4 STICK) euw"i�ve COLUMN SHEATHNG WOOD SHEATHING 4 STICIC W SAF. \PEEL 11(Ik3' 'L' FLASHING S FLOOR LY EMBEDDED IN ROOF CEMENT Ur X 3' 26 GA GALV. METAL DRIP EDGE I JSW )S' P.T. OR SIMULATED SET IN FULL BED OF WOOD (TREX) FILLER SEALANT, JV MIN. CONTINUOUS SPACE FROM DRIP ACE TO TREX V GAP FOR SEALANT VINYL CASM DEAD OPT. BACKER ROD. WATER PROOFING let M OIDFlED w LAYER (2 LAYER PEEL 4 3/4 RESILIENT STICK) WRAPPED FROM HAT GNANJEL BALCONY DECK TO VINYL CASING BEAD CANTILEVER J' THICK, 3 COAT CEMENT PLASTER S/S' TYPE 'X' DRYWALL METAL LATH W/TEXTURED 4 PAINTED WOOD SHEATHING FINISH ri' THICK, 3 COAT CEMENT 4' POSITIVE DRAW were Skmw PLASTER VINYL CORNER DEAD (SHOWN FOR CLARIFICATION OF VINYL CASING DEAD SEPARATE ACCESSORIES ONLY BALCONY DRIP 11 EDGE INSTALLATION 0 COLUMN /w/"T" VT AcuTkTr^1 2x FRAMING MEMBER WM LAYER h, STUCCO WRAP THICK, 3 COAT CEMENT WOOD SHEATHING PLASTER WRS LAYER 42, FORTIFIBER BUILDING PAPER 2 I/2' CORNER BEAD WRB LAYER 01, FASTENED TO SHEATHING METAL LATH I STUCCO WRAF' ® 1' O.C. MAX. ; THIdr, 3 GOAT CEMENT i WRB LAYER02, FORTIFIBER PLASTER ; BUILDING PAPER ;.iM WRB LAYER M, &'SELF -ADHERING ' METAL LATH STUCCO WRAP FLASHING ' �1 �THICK, 3 COAT CEMENT i WOOD SHEATHING (EXPLODED %IEw FOR PLASTER CLARITY) - METAL LATH DRIP CAP ' DRIP EDGE n WRB LAYER 02, FORTIFIBER 11D INSTALLATION BUILDING PAPER I WINDOW FLANGE P low— UFEiD 4 PANTED FIN J' THICK 3 COAT CEMENT PLASTER WOOD CONSTRUCITON WEATHER RESISTIVE BARRIER .1 iUEATHER RESISTIVE BARRIER n I- THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING HEADER/DEAM (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 11 DRIP EDGE INSTALLATION (14 CORNER BEAD @) FRAME _k 22 1�1" CORNER BEAp (FASTENER 4 SPACING 0 '1' O.C.) CMU %' THICK 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY � p\CORNER BEAD � BLOCK WRB' LAYER 01, STUCCIa WRAP WRB LAYER e2, FORTIFIBER ` BUILDING PAPER�� METAL LATH J' THICK 3 COAT CEMENT PLASTER & 'SELF -ADHERING FLASHING DRIP CAP WINDOW FLANGE 15B CASING BEAD ® WINDOW (FRAME. NO BAND) 1441 N. RONALD REAGAN BEND. LONGWOOD, FL 32750 PH: 407.774.6078 FAX: 407-774-4078 www.ebdealgngroup.com AA 0: 0003325 sUSDV al LOT SILVERADO LOT ##12 BLK ##7 PROJWTI1 04128.002-12071 MODAZA 4EBB "1828—CALI" OARAOM 11111I11INO: RIGHT PAOX: WALL ASSEMBLY DETAILS %150 MPH EXP. H Pan" 01/18/19 DATM scA.m 1/4"=f-0" skin= 11111. WA3 .00 WOOD SHEATHNG WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIFISER BUILDING PAPER - METAL LATH J' THICK 3 COAT CEMENT PLASTER 6 'SELF- ADHERING----n FLASHING VINYL ANGLED CASING BEAD DRIP CAP WINDOW FLANGE VIEW FOR CLARITY) WRB LAYER 01, STUCCO WRAP WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER METAL LATH J' THICK, 3 COAT CEMENT PLASTER Yi GAP TYP CASING BEAD TO TRIM IX TRIM MEMBER • STUCCO TO SIDIW-s TRANSITION SIDING STUCCO J' THICK 3 COAT CEMENT PLASTER METAL LATH WRB LAYER •2, FORTIFIBER BUILDING PAPER WOOD SHEATHING WRB LAYER N, STUCCO WRAP CASING BEAD 6' SELF-ADHEREING FLASHING OR PEEL a STICK SIDING TO STUCCO 18 CASING BEAD (CROSS SECTION) VINYL ANGLED ` WOW TWCTION \F— IN� ;}s WOOD SWEATWSIG I,E[Sienv! WRB LAYER 02, FORTIFIBER ?;>:;: i BBA11MR BUILDING PAPER WEATWER RESISTWE BARRIER 9 METAL`LATH ja 1)CreRolrn j' THICK, 3 COAT CEMENT FLAS14'& PLASTER ' ; / 1 \ (*'SELF -ADHERING STARTER STRIP \ FLASHING •J on1 � nRIP GAP 'Z RAM _ WINDOW FLANGE CASING BEAD ® WINDOW (15C (FRAME, W/BAND) WOOD SHEATHING METAL LATH WRB LAYER 01, STUCCO WRAP WRB LAYER "2, FORTIF15ER BUILDING PAPER J' THICK, 3 COAT CEMENT — PLASTER VINYL ANGLED CASING BEAD VINYL CASING BEAD (EXPLODED VIEW FOR CLARITY) 0� FLASWM6 �'�' 3 WE111APUNIATWEIR �NSTWE \\ WEATNER 141111"TNE 6' OW-ADFEE10N6 \ FLASWM6 OALYD METAL T I•LASHINS 111025ifft OR XDT D I ATER GAP WICALLICNIS 1 / OR A SIDING TO STUCCO ® BLOCK TO FRAME 9 TRANSITION WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIF15ER BUILDING PAPER METAL LATH J' THICK, 3 COAT CEMENT PLASTER CASING BEAD Cab RAISED 17A BAND (FRAME) SCALE: NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-S41-0c% MIN. 25 LBS. PER 60. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) Wow cl"Tl% TION BEYOND WOOD &MATFIM9— WEATMRBARRRMUSTWE- RLEATHER WNSTNE - SARRENt •2 >ms a SIDIIJS / J' THICK, 3 COAT CEMENT / SEALANT PLASTER \ METAL LATH WINDOW FRAME A( / ,,.•„,,,, WIRE, LAYER a2, FORTIFIBER BUILDING PAPER / E-Z BEAD VINYL CASING (WIV FLEXIBLE PVG BACKER ROD) WRB LAYER =I, STUCCO WRAP, WRAPPED AROUND FRAMING MEMBER 6' SELF ADHESIVE FLASHING 2X FRAMING MEMBER1/\ DETAIL BELOW EXPLODED FOR CLARITY � ADI A.9RMS MATWERR OTWE \\ BA IER q TO LAP 6A5aA TOP 1 OF Y FLASHM6 ' eAI Twmm w"TWE UNANER PONSTNE RAPER RENR3nvE MOLE PVC SIDING TO STUCCO `aE�RI�e AWIVE 0 FRAME TO FRAME 9 TRANSITION Y4' GAP TYP J' THICK, 3 COAT CEMENT CASING BEAD PLASTER SEALANT TO WINDOW METAL LATH WRB LAYER 02, FORTIFOER WINDOW FRAME BUILDING PAPER WOOD SHEATHING WRB LAYER "I, STUCCO WRAP (*' WIDE PEEL 4 STICK OVER FLANGE WINDOW FLANGE / \ BEAD VINYL CASING 2X FRAMING ___/ (W/ lW/34' FLEXIBLE PVG BACKER ROD) � MEMBER -APPLY FULL BED OF SEALANT BETWEEN ; FLANGE t BUILDING WRAP BUILDING WRAP •------ -----------------------------------------------------------------------____% �EZ BEAD WINDOW C AS ING LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 62 (FORTIFIBER — • — — - — BUILDING PAPER) METAL LATH X—x—X—x STUCCO SELF-ADHESIVE FLASHING — — — — alp 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdosigrkgroup.com AA S: 0003325 aq O IP /tmnm a L,CSILVERADO LOT #12 BLK #7 ROJECT 04128.001-12071 MODELa 4EBB "1828—CALI" GARAGE $rIi G: RIGHT PAGE: WALL ASSEMBLY DETAILS %150 MPH EXP. B DRDM , 01/18/19 MCA= 1/4"=i'-0" s�tEET WA4 \ —2xfo SUB-BANb W/I'x4' NOTCH • END, WRAPPED IN PEEL 4 STICK i —DRIP EDGE f 1/S' TEXTURED FINISH s WOOD 1/2' TEXTURED FINISH ® CMU METAL FASCIA WRAP I\ 11 I\ \ 2x& SUD EiAND \ I \ 1 METAL FASCIA \ WRAP Ns' FROM \ STUCCO, I' FROM \\ --------- WOOD WALL \ EXTERIOR WALL \ (FRAME OR CMU) \\ \\ NOTE: NOTCH FOR 2X6 \ ©FLAN B \�\ SUB BAND ONLY ROOKOF KICK OUT REMOVED \\� \ ROOF DECK (BEYOND) ` DRIP EDGE, I' OFF WALL \ lNOT INTO STUCCO) TEXTURED FINISH o WOOD, 1/2' TEXTURED FINISH s CMU 2x6 SUB -BAND W/I'x4' NOTCH . END, WRAPPED IN PEEL 4 STICK ®ELEVATION METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL ®FLAN A VS' TEXTURED PUSH • WOOD, 1/2' TEXTURED FNISH • CMU METAL LATH -1110 MSHEATFIMG •WRB LAYER h, STUCCO WRAP(FRAME ONLY) •WRB LAYER ?, FORTIFIBER BUILDNG PAPER (FRAME ONLY) ROOFING CEMENT DRIP EDGE METAL KICK OUT PRE-ENG'D TRUSS TO BE CUT 0 WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-0' SCABBED TO TRUSS W/12d NAILS V-S' O.G. MAX. 2x SUB -BAND WM'x4' NOTCH 0 END 'AL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL® WALL 3• % x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x% X X%%% x% x x � X X X k % X % % % x % iJ , 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 xx x , SUB BAND DETAIL ® WALL W/KICK- OUT kME OR CMU T PAPER DRIP EDGE (REFERENCE POINT ONLY: FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/14'x4' NOTCH +o END, WRAPPED IN PEEL 4 STICK ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY, FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND WAU 'x4' NOTCH • END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT • ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32760 PH: 407.774-6078 FAX: 407-7744078 www.abdeso%mup.com AA M: 0003325 amm, aL mwv. /e IAT•. SILVERADO LOT #12 BLK #7 Pnoj=T* 04128.002-12071 KODMI s 4EBB "1828—CAIT *AnAGE BVII'M : RIGHT PAGE: WALL ASSEMBLY DETAILS: SUB -BAND %150 MPH EXP. B DRMT w 01/18/19 8CALla: 1/4-=1'-0- slim= WA6 39'4" '4" 9'-8" 9'-S" 15'•10" 3'4" — —FM-12X12 — , FM-1ix—le _ — — — — — R 1 Z 4'C I SLABILL A a IOw ILL m a 4 3 12 1--a- LF•24X24 10 1 FM-12X18 XTEND 'I SLAB 1 1/2" I I" I T.D� I SLAB - I I N LLI I I I� I. ILL I "I 5.4r 15'4r I 1 4" PVC CHASE __� TE•1 ___ — "2'-S' st2 17'-8" 3_0" 5 I I I LLI . I SLAB 1 1/2" 2 ( 14' CONG �1 FM-12X18 I SLAB awl '� r. js - 143IQ Nal �I I 3'.4^ -- 2 IO 4 712 L '1 FM-12X18 J F1L12)(12 MC•12X18 FM-12X18 FMC-1-18 4 4 1.1 1.1 10'-7 3'-10" 2'-8" 181-0" 2'-8" 21'4" 4'4" 39'.W 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 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-U-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. S. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 12" 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 WANDOWDOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11. (INDICATED its BAR, @NDICATES MB BAR, WDICATES 417 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90' HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (05 = 3(", NB =38'), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING. FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALLALLOWABLE SOIL BEARING CAPACITY OF 2,000PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE 05'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS S) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS IS. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I. 530-13/ASCE 5-13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530-131ASCE 5-13, USING: Pm= 1,500 PSI, TYPE "M" OR-S" MORTAR, ASTM C478 GROUT MW PSq, UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER i OF SLAB SUPPORTED T-0" O/C MAX. SEE PLAN FOR WVwM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, Sth EDITION SLAB SCHEDULE SLAB I THICKNESS REINF. REMARKS BXB W1.4XW1.40VER GENERAL 3 1a 8 MIL VAPOR COMPACTEDFILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH W' LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG TE-1 8" SEE PLAN 10, - + d'-t' FM-12X12 12' CONTINUOUS 12' 2)Ws FM-12X18 CONTINUOUS 18" FW1808 18" CONTINUOUS 18" - (2)65's +O•-O" FMC•1208 12' CONTINUOUS 18' (2)tt5's F-24X24 24" 24- 1 s s 11P u3DIV. As WTt SILVERADO LOT #12 BLK #7 ROJECT11111 041 .002-1207 MODULI! 4EBB "1828-CALM" OAVLAOR BVFU .. RIGHT PAGL': FOUNDATION PLAN 150 MPH EXP. B DAATO 01/18/19 sCAUM 1/4"=1'-0" SHL'L'T si 30" MIN. EACH WAY MONOLITHIC FOOTING Z STEEL REINFORCING IN GROUTED Z d� I STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND �"' : r _ .�� 5 a O CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS o: O r LU SPACING REQUIREMENTS ,rI GARAGE DOOR Lu �a U �y N E �q...j�•. �.._ .r..— • '. , FM RECESS 0_' 0 i_ 8" CMU WALL O 8" CMU WALL I• CORNER BARS, SAME SIZE AS BAR W e• O iu Z • IN FOUNDATION WITH 3a' LEG EACH N WAY AT ALL CHANGES IN DIRECTIONS • oI N TOP OF SLAB TOP OF SLaAB I ... SO THAT THE STEEL REINF. IS CONTINUOUS • ' �+�'�~ • • MATCH AMOUNT OF CONTINUOUS BARS •I CURB FOR • EXT. PORCH SLAB • ° ^ SEE SLAB SCHEDULE BAR SIZE 48 BAR DI0. 4" CHAMFER (iSTORY) #3 18' • !. SEE SLAB SCHEDULE TOP OF GARAGE EXT. PORCH SLAB I•I; •. I� •" w. CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE `�i �' MASONRY UNITS SET AT ELEV: J I1/2" ISOLATION JOINT (WHERE ..� • • 8" CHAMFER (2STORY) N4 24" W/ 1/2" ISOLATION 4" CHAMFER (iSTORY) Ili 6" CHAMFER (2-STORY) 0'-a' APPLICABLE) Z � SEE SCHEDULE p5 3a' JOINT (MERE �.� •: � EE SCHEDULE 4. WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING i FOR WxD, BAR SIZE APPLICABLE) Z FOR WXD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AND BAR QUANTITY #6 47' N 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 2 B�° 7), CORNER BARS DETAIL DOOR OPENING GARAGE 4 scALE: 3-a"=1'-a' SCALE: 3/4"=1'4Y' I S NEW REINF. BAR SECURED W/2-PART 2"CAPPED g I EPDXY. MIN. EMBED GALVANIZED PIPE j g e„ LINO W/FLANGE @ BASE ¢ p FOLLOW ALL MANF. SPECIFICATIONS FOR 4 To USE AND ° 1- " PREPARATION OF HOLE. SECURE FLANGE TO Z a W SLAB W/(4) 1/4" X 2 1/4' TAPCONS IL � oQQO j R 4" CHAMFER (iSTORY) 8" CHAMFER (2STCRY) ADDING BAR TO BOLLARDO MONOLITHIC FOUNDATION 5 V SCALE:34"=1'-0 SCALE: 3/a"=1'-a' STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS z �L o� mW U p N 8" CMU WALL 0 I•' .: . .� TOP OF SLAB SEE SLAB SCHEDULE Z 'ISOLATED" COLUMN PAD CENTERED UNDER WALL AND POURED MONOLITHICALLY WITH �L s� _ FOUNDATION AND SLAB SEE SCHEDULE FOR WXD, BAR SIZE I AND BAR QUANTITY �I. T COMBINED EXTERIOR MONO - FOOTING AND COL. PAD 1 0 SCALE: 3W=1'-a' sLTSDLV. 16 LATt SILVERADO LOT #12 BLK #7 Pnon=T# 04128.002-12071 KODZ r 4EBB "1828—CALL" GAP-%*Z 9 ItNG: RIGHT PALM. DETAILS 150 MPH EXP. H DOWEL PLAN SCALE: 1/4" - V-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.77"078 FAX: 407-7744078 www.ebdesWngroup.eom AA 8: 0003325 es a01VV. a w-'r SILVERADO LOT #12 BLK #7 PRDJECT1i 04128.002-12071 MODMU 4EBB "1828-CALI" GARAGE BVMCO: RIGHT PAGE: DOWEL PLAN %150 MPH EXP. H AfK*FrWT, BTAiE OF FLOPoDA DA 01/18/19 wcALE 1/4"=1'-0" s s1.2 'CAL REBAR TO HORIZONTAL REBAR Wl 10"HOOK [rT'E"ERT GROUTED BOND BEAM — VARIES PER ELEV. z e #5 BARS EVV 8 - 61 GLEAN OUT REQUIRED .0 FOR INSPECTION m ao O0'-0' ' FIN. FLR. '+ TIE ERTICAL REBAR To HORIZONTAL .4 .. .a.:REBAR W/ 10'HOOK �4— BAR SIZE 148 BAR DIA Z� #3 g 0 #4 24" ro ARE NOMtjN"INAL SIZES 4 HORIZONTAUVERTICAL O 3 MASONRY SYMBOLS SCALE: 3/4"=,'-U' REINFORCING SCALE: 3M"=7'-0" 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 '.. FAX: 407-77"078 www.abdealgngroup.00m L AA #:0003325 A ,anon, mmo SUNDIV. a$ LOT: SILVERADO LOT #12 BLK #7 PRO"=T# 4 2 .0 2- 2071 MOaE11 4EBB "1828-CALI" GARAGE 8TIM0. RIGHT PAGE: DETAILS 150 MPH EXP. H SCALE: 1/4-=1'-0" 1 S1.2A FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 WI (9)1 Od x 1 12" HOG NAILS. SMALL JACKS < V MAY BE NAILED WI (10)d x 1 12" HDG NAILS, CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 10d x 1 12" HOG NAILS, WOOD TO WOOD: USP RT18A OR LUGT2 W/ 10d x 1 12" 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. S. 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 REVIEWAND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS36, .177" " x 2 7/8" LONG, WITH WASHER Q 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. I I. 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. BEAM SCHEDULE MZZZM 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 ( c VSIIZH REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 8x8 (1)#6 WA GROUTED SOLID "CAST-CRETEO SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST 8 PRESTRESSED U-LINTELS SAFE LATERAL LOADS 8" PRECAST 3 PRESTRESSED FOR U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST 6 PRESTRESSED U-UNTELS SAFE LOAD - POUNDS PER LINEAR FOOT S'e'FPL LOAD SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH Na4a rims r,a= rro w" rim atones NPE LENGTH IN RCLBI TYPE LENGTH e1Ft7 war 0Ma4T IIPI&V art►n WOU r1a7T rear erat•,r rrar lnstt rrar se►1T waif Tor (4n PRECAST 2291 sw on PRECAST 1025 1024 ISIS TO (42') PRWAST rla m aM 48" aw aW 7001 tlr wa 309 4w alr am "m 44' (4n PRECAST 1W6 4W (4n PRECAST 766 763 1300 we (46) PRi-w +w aw aw •r 46 Iw aw 111 = aw aw 4w wa aw 4'4' 014'I PRECAST 16aB �� 4M' ISO) PRECAST m an 10T3 4'4• PC) PRWAST tw aw w7 wo 4w 4"1 tw iw a1p a:01 aRa 4m 4"1 aw SW (049 PRECAST 1217 (6+-) PREGIBT 411 411 746 SR P49 PRECAST Im mo s aw aw 4ar tw 1T" an no $w 3w 4BQ 6L10• P09 PRECA6'f 106a S40• (W) PRIBIANT 340 316 616 F4&` (7T) PRECAST w mar air aw 41r p 1w 1 11011 1aw OW M 410 S4' (W) PRECAST 166 bt6' M PREOW my721 400 So n6') PRAST EC w SM w wr I Im I aw ram I w1 am 7tQ' 0I07 PRECAST 743 r4• On PRECAST 436 534 363 r4" On PRECAST 7n "m am 7a ,w m 1w aw aw aw a4• (1112) PRECAST 654 W-C (112') PRECAST 32B 512 230 a"P (++2") PREOAST w "a , sms 1111116d am w w I am I as tra art aw ,SS 412n PRECAST 475 1S4' (12n PRECAST 254 40, 1BD 10'4• (12n PRECAST w m w t ml w w I Im W2 I= am am 11'-0' ran PRECAST SIB ,Pr On PRo11ST 266 4� tat 11'-4' pan PRECAST 4A w p ,0r ,w 484 w 100.1 tar maw aw VC (1"') PRECAST 337 12b' a4n PREGI6T 244 402 t3i u4• (t44� PREGIBT 4m p w w , ,w 40 w w 1 wa 13W (18n PRECJIST 1 ' I" Mn PRWABT 217 324 110 13'J" (18n PRECAST 40 w w 70 w , go O 40 w tw 1w ,44p (16n PRECAST 279 I'm awn PREMI6T 205 203 100 14%W (18n PRECAST w m w w 7r w +w w m ram ,w 14'4' (176') PRIG MA I" (17n PRESTREINED NA 264 01 14W (17N) P w w U4 w w w m w w m 1m 1734 1SJ' (+M9 PREBrREee® MA 11" (18n P N.R, 250 M low (16n FRI511mpB0 w w au w p w 4r w >r n, t• tr.4' (am PREfIREBB® NR 1r-C OM PRS,MMO N.R. 104 64 174' Gran PREBIRE6BED w ra w w p p Y, AO w m 7a71 m 14m 10'4' (23Y) g6PB'fIr60ED NR +SW Mn PRBI� N.R. ,46 52 W- on PIIYIRNBp w w p w w 4s 44r w w w w aw 11ar 21Vr prn PIIE61IIL4J1� NA 21W Mn PRE NA 125 42 2V-C PM P w "I as I w m w 40 711 w w w ,w Mr (%47 PREFFE66E0 MA Z7P Me) PRESTRUM NA 116 40 2" 0MR) FREB7REII16M w ,r w m w w w w m w w w w w 24W (96n PIIM1� M.R. NV On PRB611 NA 91 33 24%V PBS) PRE re p w 416 w it w >r w w p p tw 1w (#) THE NUMBERS IN PARENTHESIS REDUCTIONS FOR GRADE 40 FIELD ARE PERCENT ADDED RESAR (#) THE REDUCTIONS NUMBERS IN PARENTHESIS FOR GRADE 40 ARE FIELD ADDED PERCENT REBAR. -ALL VALM TAM FROMSAFE LOAD TABLES' BY GISTOIIETE MAY ENS EWM-PRMWPRODIA:MBYOMH TO MIMTOR B70CMVALUES STATED ABOVE ALL PRECAST PRODUCTSARETO BE OISTALLEO PER MNAIFACTLIKS 3PEC0iCATAk16 -PROVIDE MINIMI MC OF BBARBIO PAST BACK SION OF VAl11" OPENOW PRODUCT CONTROL NOTICE OF ACCEPTANCE F. E.C.P. CORPORATION-CASTECRETE DIVISION ACCEPTANCE #: 16-0128.03 OImm0�0� voovoom 00�00�� o�v000v 00000©0 000Q! m®mvoov ooa��Q± o�ovoov omovo�ca- �0000vo ©m©DODO 0000©�-cn 000�7000 oomoo��1 000©oov 0000000 000©oov 000©000 ®D�O�mO 00�0�00 C70L�0000 ODOm000 ®oo�oo� ©©DOBI©©© ��Om0�0 00©O©©D 000©®DO ©0DO©DO ®DO©0�© S �-----------m----------- m--------------- m------ m-m-- 1 ♦ SF16-ITIOMoUS 1 T/ 1 1 ♦♦ I 1 Ir ♦♦ I ILL ♦� � 1 1 1 ♦♦ 1 ♦♦ 1 1 1 ♦♦ 1 1 , ,♦♦ 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 I I 1 1 1 1 1 1 2 Ir 1� 1 1 UNO, PROVIDE B81 MERE ROOF TRUSSES BEAR, TOP 1 OF WALL EL. 8'-8", LINO. 1 1 I I 1 1 1 1 1 � 1 1 4 I j I 1 4* � 1 � 1 � 1 1 � 8RF14- 1 1T/OM/OB 1 1 I � 1♦ ♦♦♦ 1 1 1 8F16-1T/OMmB 1 ♦ - - - 1 1 T�� 1 1 I 1 � 1 I 1 I 1 � 1 i 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 r; LLI 1 1 1 1 1 r-----� L -------------- LIFT BEAM PLAN SCALE: 114" = V-O" 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 8F28.1T/0M10B 1 1 ------------- 1441 N. RONALD REA,iAN BLVD. LONOWOOD, FL 32750 PH: 407-7744078 FAX: 407.774.4078 www.abdealgngroup.mm AA #: 0003325 enm�; avaaiv. 41a IAT: SILVERADO LOT #12 $LK #7 PllOiaCT#4 4 2- 20 1 iLcoaal.: 4EBB "1828-CALI" owiew�as s�►nao: RIGHT PAda: LIFT BEAM PLAN AND NOTES 150 MPH EXP. H Dw.p�' 01/18/19 allaaT s2 #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10' HOOK 30" TYPICAL #5 BAR IN BOND BEAM CORNER REINFORCING OF BOND BEAM SCALE: 314"=1'-0" sum NOTES TO THE INSPECTOR/CONTRACTOR TYP.II 1. PLACE LINTEL ACROSS TOP OF OPENING, BOND BEAM '� 1aY5 2. IF BOTTOM STEEL IS REQUIRED PLACE#6 BAR IN LINTEL. > �LV 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING \T" PLACE STEEL HEIGHT. OF REINFORCING(L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1)05 BAR CONTINUOUS AROUND AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SOTHAT THEN THE LAST 1#5 \- TWO COURSES ARE BONO BEAMS WITH A #5 BAR IN EACH COURSE TYP. 8'k1S' jp 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM O / COURSE OF BOND BEAM 18 OMITTED AND A LINTEL IS PLACED. THE STEEL REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE / TOP OF THE LINTEL. / G\!\• 8. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 18" DEEP. X 8 1. 8x18 DBL BOND 7f F BEAM W/(1)#b BAR BOND BEAM '\O EACH COURSE • 8x8 BOND BEAM TOP �OQ Lam\ W/(1)#5 BAR .r�; BOND BEAM F = FILLED WIGROUT .�.r0 U = UNFILLED GROUT SOLID FROM P .TAo NOMINAL LINTEL TO TOP OF BOND OF OPENING WIDTH # OF #5'S, IN 2ND BOND BEAM BEAM COURSE SEE NOTE 5 �e\'a6� _�16-1T/1 LINTER W/ 7S#S BARL2E HEIGGHT LENGTH OF BAR=WIDTH OF MASONRY tl BOND OPENING BEAM DESIGNATION BOND BEAM COURSE OR n IT IS THIS ENGINEER'S INTENT #OF#5'S, BOTTOM 8x8 PRE -CAST CONCRETE G SCALE:34"=1'-0 THAT XFXX- 1T11WOB INDICATES A DOUBLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL(L1) REFER AND XFXX - 1 T/OM/OB INDICATES A SINGLE BOND BEAM TO PLAN FOR LOCATIONS T OF OPENING PRECAST HEADER(MIN) 2x4 (MIN 2 X 3) 1-3116 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD WINDOW SIZE .300 MIN EMBEDMENT 1 114") a.. FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" EMBEDMENT 1A�" 2x8 (MIN 2 X 3) 2J/16 TAPCON PRE -CAST I14 OR DRIVE PIN (MIN SHANK WINDOW SIZE.145 MIN HEAD SIZE.300 SILL MIN EMBEDMENT 1 1/4") S' SLOPE FROM EACH END AND 18" O.C. MAX. MIN 1-114" EMBEDMENT 2x8 (MIN 2 X 3)2-3118 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 SOLID BLOCKING /2X4 1/4") 8" FROM EACH END AND SECURE TO SHEATHING W/ 18" O.C. MAX. MIN 1-114" MIN. 2-12d PER BLK. EA END VCMU EMBEDMENT SHEATHING TYPICAL MASONRY WINDOW WAALLL SILL CONSTRUCTION SCALE: 1 1/2"=1'-0" G ARCHWAY FRAMING DETAIL 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-77445078 FAX:407-774-4078 www.abdeslgngmup.com L AA N: 0003325 , 'umly. as IATs SILVERADO LOT #12 BLK #7 rRos cTp 04128.002-12071 IwDzu 4EBB "1828—CALd" GARAGN aWIxo: RIGHT PAOr. DETAILS 150 MPH EXP. B FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 W (9)10d x 1 VT HOG NAILS. SMALL JACKS < 9' MAY BE NAILED W (10)d x 1 10 HOG NAILS, CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 10d x i 1/2" HDG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ 10d x 1 1 /2" 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. S. 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 PSS36, .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 2,600 LBS SHALL BE FABRICATED W/ A 2x6 STM. 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 TOA STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. 1-PLY G: 498 LBS U:-145LBS 2X4 BLOCKING BETWEEN TRUSSES 24" O.C. TOE NAILED TO ADJACENT TRUSSES W/ (2)16d COMMON NAILS & SECURE TO BM. W/ USP FRAMING PLAN SCALE: 1/4" - V-0" 1-PLY U. -WOOS LBB Ck 2204LOS 1-PLY U: 40 L88 G:1001 LBS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.774-6078 FAX:407.774.4078 www.abdeslgagroUP.mm L AA A: 0003325 anon, swam & LAT: SILVERADO LOT #12 BILK #7 P1lon=TIP 4 2-12 71 moaau 4EBB "1828-CALM" oARAOR 8WDM: RIGHT PAGIM FRAMING PLAN 150 MPH EXP. B DA �` 01/18/19 81CAt a: 1/4"=1'-O" sxaaT s3 PLYWOOD SHEATHING SEE # 1175 UPLIFT USP "ROOF/WALUFLOOR HTWM20 W/1010d TO SHEATHING TRUSS AND 14) 1/4" x 2 114" FASTENER SCHEDULE" TAPCONS TO CONT POURED LINTEL.. A-(1)USP HTA78 TRUSS ANCHOR WITH (9) 10d x 1 12" TO TRU35. FL#17880 # 1900 UPLIFT (2) USP S-(2) USP HTA78 TRUSS ANCHOR WITH (9) HTWM20 INSTALLED ON PRE-ENG TRUSS tOd x 1 1R" TO TRUSS EA STRAP. FL#17580 OPPOSITE FACER OF DBL STRAP, 1 EACH SIDE WRAPS UP AND BLOCK WALL W/1010d TO OVER TRUSS (NOT SHOWN) TRUSS AND (4)1/4" x 2 1/4" TAPCONS TO CONT CONTINUOUS BOND BEAM 1x2, 2x WOOD FASCIA POURED LINTEL SEE ARCHITECTURAL 2x SECURED W/(3) 18tl GALV. COMMON NAILS. ENGINEERED WOOD 1x2 SECURED W/ 10tl TRUSSES 24'O/C, GALV. COMMON NAILS SUBMIT SHOP DRAWINGS 17' O/C FOR REVIEW AND APPROVAL L-E MASONRY BOND BEAM SEE SCHEDULE A ALLOWABLE UPLIFT = U:1870 LBS, L710LBS (1 STRAP) TAP CONS MIN. 2" B ALLOWABLE UPLIFT = U:2430 LSS, 1-1310LBS (2 STRAPS) COVER 2" APART REPAIR OF MULTIPLE PICAL TRUSS/ MISPLACED EMBEDDED TRUSS ANCHOR SCALE: (jkj)lGy—IR—DER 3 CONNECTOR(S) SCALE: 3/4"=1'-0" (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN —\ BRACE W/ (3) 12tl ®EA TRUSSES WHERE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING 0'-0" TO 30'-0" (1) "X' BRACE SEAMS) 30'-1" TO 80'-0 (3) "X' BRACE SECURE 2x8 PT. PLATE (1) "X" BRACE (9 CENTER TO BLK W/ 1 W DIA (2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2' FROM CENTER TO END. WASHER SET IN HIGH 2x WOOD FASCIA STRENGTH EPDXY B' SEE ARCHITECTURAL MIN. EMBED. AT 370C MAX PRE-ENG GABLE TRUSS SECURE GABLETO 2x8 P.T. PLATE W/ 12d's 8' STIFFBACK (AS PER O.C. MAX TRUSS ENG) CONT. 2x4 SECURED W/ (2) 1Od's a EACH TRUSS TO BE INSTALLED@ 10'-0" O.C. MAX SEE SCHEDULE FOR BOND BEAM RED. BLOCK WALL W/ GABLE END 7 PRE-ENG'D TRUSS SCALE: 3/4"=1•0" NOTCH DEPTH 1/4'D ° HOLE a� THE USE OF ALTERNATE MATERIALS MAY BE HOLE DIAMETER DIAEDGMETER 2/S.OSGL.BTL,D USED SO LONG AS THEY CONFORM TO THE OUTER 1/3 FOLLOWING ONLY SPAN ONLY OLE EDGE>5/8' 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS _ A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WINDAND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A USP RT16A (FL#17238) OR LUGT2 (FL#17240). ROOF TRUSSES ARE SUBJECT TO UPLIFT, F7, BTM. HOLE DIAMETER AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WINDARE PLATE < 3/51D DBL. STUD SUBJECT TO Ft AND F2 FORCES. STUD NOTCHING AND BORING LIMITS 11 ALTERNATE MATERIALS SCALE: 3/4"=1'-a' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdes4ftmup.com AA #: 0003325 Sulwiv. a Lot SILVERADO LOT #12 BLK #7 Pnon=TN 4 8. 02- 2071 XODZU 4EBB "1828-CALI" OAP.AGa 0111110401 RIGHT PAGE: DETAILS %150 MPH EXP. H DA 01/18/19 SCALE: 1/4"=1'-0" slam" S3.1A PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0" O.C. (A7 SHEATHING SEAMS)(BLOCKING O PRE-ENG'D WOOD NOT SHOWN FOR CLARITY) TRUSS (TYP) Q 24" O.C. MAX FOR STRAPPING D VERIFY SECURE 2x8 PT. PLATE TO SLK W/ TRUSS PLAN W/ 1/2" DIA. ANCHOR BOLT WIT 'yet WASHER SET IN HIGH „( STRENGTH EPDXY T MIN. EMBED. AT 32" OC MAX SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" O.C. MAX CONC. POURED LINTEL COURSE CONT. 2x4 SECURED W/ (2)10d's @ EACH TRUSS TO BE INSTALLED 010'-T O.C. MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL 8 SCALE: 3/4"-1'-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774,8078 FAX:407-774-4078 www.abdeslgngroup.com L AA #: 0003325 , avaniv & LAT: SILVERADO LOT #12 BLK #7 PROJMCT* 04128.002-12071 MODRU 4EBB "1828-CALI" GAP-40Z BWDM: RIGHT PAGE: DETAILS %150 MPH EXP. B DATIL 01/1B/19 sCALM. 1/4"=1'-0" wHz= S3.1B VTT SPACING (1) AT EACH END 11a1 2x4 BLOCKING BETWEEN TRUSSES VTT AND B'-0" O.C. MAX. (2) 2X4 No.2 SYP DIAG. WHERE X-BRACING IS PRESENT AT BRACE W/ (3) 12d 0 EA 4'-0" O.C. (AT SHEATHING SEAMS) TRUSS(DIAG. BRACE TO COVER 6 TRUSSES) 0'-0" TO 30'-0" (1) "X" BRACE 1 30'-1" TO 60'-0 (3)"X' BRACE II711 (1) "X" BRACE 0 CENTER PRE-ENG GABLE TRUSS (2) "X" BRACE DIVIDED EQUALLY STIFFBACKATALL 2x SUB -BAND \ FROM CENTER TO END. UPRIGHTS OVER 4'-10' HIGH ° (AS PER TRUSS ENG) PLYWOOD SHEATHING, SEE "ROOF/WALUFLOOR 4- SHEATHING FASTENER SCHEDULE" 0 SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO, SIDE VIEW 1x2, 2x WOOD FASCIA CONNECTION PER SEE ARCHITECTURAL TRUSS MFG 2x SECURED W/ (3)16d ENGINEERED WOOD GALV. COMMON NAILS, TRUSSES 0 24" O/C, ix2 SECURED W/ 10d SUBMIT SHOP DRAWINGS GALV. COMMON NAILS FOR REVIEW CONT, 2x4 RAT RUN 12'0/C ANDAPPROVAL SECUREOW/(2)12CsQ PRE-ENGINEERED BEAM EACH TRUES (',_'),_VALLEY TRUSS CONNECTION SEEMASONRYSCHEDULE SEE SCHEDULE GABLE END PRE-ENG'D TRUSS 2 SCALE: N.T.S. W/ HIP RETURN SCALE: 314"=1'-(r d N. RONALD REAOAN BLVD. LONGWOOD, FL 32780 PH: 407-774-6078 FAX:407.774.4078 www.abdos*tgmup.com AA 8: 0003325 sU'BDlV & LOT: SILVERADO LOT ##12 BLK ##7 PROJLCT:p 04128.002-12071 WODZ s 4EBB "1828—CALI" OARAOE 8WW0: RIGHT PAGE - DETAILS %150 MPH EXP. B IDA 01/18/19 SCALE: 1/4"=1'-0" sDEC= S3.1C oNILE-END HIP ROOF iF A' ROOF WIND DESIGN PRESSURES N (GROSS) ASCE-7-10-- ZONE 1 •8.97 PSF (19.97) ZONE 2 • 17.98 PSF (27.98) ZONE 3 •33.53 PSF (43.53) "A"• 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 150 MPH WIND EXPOSURE:'M" RISK CATAGORY: 11 APPLICABLE INTERNAL PRESSURE COEFFICIENT+- 0.18 ROOF DpMAIAGNI FOR ASPHALT SHINGLE ROOF, USE MIN 7116' O.S.B. OR 1/2" COX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 5/8 COX EXT. PLYWOOD, WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND 8d RING SHANK GUN NAILS AT 8" O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL ROOF SHEATHING TO GABLE END FRAME USE 8d GUN NAILS E 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 8d RING SHANK 2 10 0.120" 170,000 RING SCREW SHANK (16-20 RINGS PER INCH) 8d SCREW SHANK 2 1/2" 0. 120' PNEUMATIC SCREW-NAJLS 1. NAIL SIZE PER ASTM F1684 2. INTERNATIONAL STAPE, NAIL&TOOL ASSOCIATION (ISANTA) ESR-1539 EMC77RIOR SHE.A7NMG USE 1/2" COX OR 7/16" O.S.B. PLY WITH Bd RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND ed RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7116" ZIP SHEATHING SYSTEM (INSTALLED PER MANUR SPECS.) SEE DETAIL 8d RING SHANK GUN NAILS 0 4" O.C. „ TOP & BOTTOM EDGES ,. aW. Y Z N O ° Y Z z 3 n N o So TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. RAFTER OR TRUSS -_ ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING N J W z L� z W 8d RING SHANK GUN NAILS ¢ZG 6" O.C. IN FIELD.` S U J\ NO O ' m TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING (0 S.B. a TO BE STRUCTURAL GRADE Z W $ Lu W U 8d RING SHANK GUN NAILS 012'O.C. IN Q U FIELD or 8d x 2 1/2" SCREW SHANK O PNEUMATIC SCREW -NAILS (CD 12-0.C�I[J FIE w is FIELD J\ a TYP. 314" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33. MAXIMUM AGGREGATE SIZE WALL BE 3W STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD. ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE B%AR ENTRAINED CONCRETE FJP(XS®TO FMTH ORWEHTIHt NON -REARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES DEPRESSIONS AND OTHER DETAILS NOT SHORN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBCR 2017, BUI EDITION ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFBED 3/4'. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, AG 318-14, BUILDING CODE REQUIREMENTS CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. Fb = 1100 PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, ACI 53G-13/ASCE 5-13 AISI SPECIFICATION FOR THE DESIGN OF PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE LNX3NALL SIAB80N43ROUIDWHIMINDICATEDON ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE COLD -FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7-10 ANDAISC SPECIFICATIONS DRAWINGS. SEAMS LAPPED B INCHES AND SFALEDWTTHADIESIVE TAPE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES SHALL SE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISOCIUM ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORMWORK: CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SWILL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WTH AG $47, W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT 'RECOMMENDED PRACTICE FOR CONCRETE FORMWORK CONTAINS MORE THAN W OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAW NGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER PBOR 2017, ft EDITION. SEE HAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL.DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND MOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS SYP #2. 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 SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE-0OWMS. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. 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. DESIGN LOADS: ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 Far 20 cP TOP CHORD t WELDED WIRE MESH: WELDED W RE MESH, SHALL BE ASTM A185, GRACE 85 AND BE PLACED IN ACCORDANCE WTH THE ACI TYPICAL DETAILS. MI MMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. W RE MESH FOR SLABS SHALL BE SUPPORTED WITH 2' CHAIRS SPACED T-0- OC, EACH WAY. REINFORCING STEEL: REBAR SHALL BE ASTM AS15 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 SPEGFlCATIDNS. CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION, HORIZONTAL AND VERTICAL BARS SHALL LAP 8 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 26' 08 BAR - 36" p nonconcurran #5 BAR - 30' #7 BAR - 42" 10 p4f BTM CHORD no -current PROVIDE 30' x 38' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. 15 pef TOP CHORD 20 pef TOP CHORD (7 per Wl ASPHALT SHINGLES) (10 pef W/ No GYPORETE) 10 pef STM CHORD 5 pef BTM CHORD DEAD LOAD TO RESIST W NO UPLIFT: 1 Oper BALCONY LI VE LOAD 80 paf STAIRS LIVE LOAD 40 Pef WIND: DEAD LOAD SPEED =750 MPH 3- SECOND GUST (ASCE 7-10 (FBC R2017) EXPOSURE B, RISK CATEGORY II) 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 WLL 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 DRAWNGS CHECKED, UNLESS OTHERWISE SPECIFIED IN WRITING BY THE ARCHITECT. FOUNDATIOW SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 per,FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WTH ASTM D-1557. TREAT ALL SOIL FOR TERMITE PROTECTION. THE OWWER 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 RECOMPACTEDAND RETESTED AT THE CONTRACTORS EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERIME SLAB CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS NTH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PROR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5' H- PROR TO THE ADDITION OF PLASTICIZER CONCRETE SHALL COMPLY WITH ALL THE REQUIRBABNTS OF ACI 301 AND ASTMC-04 OR MEASURING, MIXING, TRAASPORTING, ETC. CONCRETE TICKETS SHALL BE TIMESTMIPSD WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL R IS DEPOSITED IN ITS FINAL POSITION SHALL NOT SOAR 90 MINUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS FELD FOR LONGERTWN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE TIE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE NTH THE ABOVE REQUIRED CONCRETE COVERAGE OVER FEW BE AS FOLLOWS A 3" FOR CONCRETE CAST AGAINST AND PERMANENTLY EFOSED TO EARTH(FOl1IDNTDNIS) B FOR CONCRETE EXPOSED TO EARTH AN!"WEATHER, I-I/2" FOR 05 AND MVLM 2" FOR #S AND LARGER C. FOR CONCRETE NOT EXPOSEDTOWEATHBN 314" FOR SLABS, WALLS ID JOIST AS 1.1/2' FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES STIRRUPS UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SWILL BE PROVIDED AT BEARING LOCATIONS W THOUT WOODEN TOP PLATES. WOOD TRUSSES: TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE "NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS" BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.038" AND BE MANUFACTURED FROM STEEL MEETING THE REQUIREMENTS OF ASTM A446, GRADE A, AND SHALL BE HOT-0IPPEDGALVANZED. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND 'TPIANTCA BCSI i" COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED WOOD TRUSSES. TRUSS MANUFACTURER W LL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS RED UIRIW ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. ALL VERTICAL REINFORCING BARS IN C M U 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 MANUFACTURER'S INSTRUCTIONS. MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL. CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAW NGS 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 OUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT WITHOUT THE APPROVAL OF THE ENGINEER. AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIEDTO 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 5/rMS 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 C-90, GRADE fm - 1500 PSI. BLOCK SHALL BE PLACED USING THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE RUNNING BOND UNLESS OTHERW SE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE OF THE DELEGATED TRUSS ENGINEER. VIAND 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 W NO LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR ASTM C-078, 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 $KILL HAVE A MAXIMUM 318" ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "USP STRUCTURAL COURSE AGGREGATE, AND SHALL BE PLACED W A SLUMP OF W 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 STRUCTURAL STEEL: THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WTH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A38, Py • 36 ksi FOR ANGLES, PLATES, AND WSHAPES. STRUCTURAL TUBING SHALL BE ASTM A�500, GRADES, Fy= 46 kci. STRUCTURAL PIPE SHALL SE ASTM53, GRADE B, TYPE E OR S, Fy = 35 W. 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 WTH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURNOFF -THE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. JAOLTS ARE TO BE STEEL. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APP-TON STD= TYPE SARONG REMARxS _LNAIION .1. 1TYPE S_NG REMARKS I#PTn INGTO MASONRYICONC CASE IMROEN.- NNL I - LONG B'QC GARNSE DOOR B'CI( TO MASONiYIOONG SEE DE-L BEE DETNL SEE DETNL SEE DETNL �, IXT DOOORT.E CASNNLttm WR1�4MWOM ® TOMAEOEICCiROYI_ SEE DETNL SEE DETNL SEE DETNL SEE OETNL S� 0®NCGCLL 3TAOG�ED CASNu1LM11? CM W.- smTa ro CONTACT THIS ENGINEER FOR SPACING 1a M.CCBEENDIEB sT fAED MO MABOCRIAI_ENEO ME�rAN REQUIREMENTS EM. SMNO DOOR (2).- "TA- 1S"OC 11. EMBED.CEBO NON.BFARING WOOD E 11 %PM151pN d'EMSED. d'FMl 1d'DO BUCK 3v PT. SEENOIEe NO WASTER FASTNFA DI$T.,112'EOOEDSr. -1IO LONG eLAB W/WASHER Ba.T OIST.,S'EDDEa h Pr WINDOW BRIG( B.1BB°PAFv]1N' e'00 d-ENp�. asi tt? PTTOSTEEL COL..6EE W/WA9iBt STAOGEREO NOTES 11�LE8 SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL SE AS PER MANUFACTURERS SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI XZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE SUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 8. 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. lx MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/TAPCONS OR PAP TO THE SUBSTRATE. Am I IV s 1441 N. RONALD REALM BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX:407-7744078 www.abdosigngroup.com AA #: 0003325 8 ra O 14 Q ounDIv. a L02: SILVERADO LOT #12 BLK #7 PROJWTIP 04 .002-120 1 MODRU 4EBB "1828-CALI" GAVAOa 9WINO: RIGHT PACE DETAILS 150 MPH EXP. H -)f : _ .'� pumT DATO01/18/19 smax: 1/4"=1'-0" s ITT 1 t3or 2