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HomeMy WebLinkAbout35562 Burma Reed Dr� 1 99 14994EWBFREEPORT99 0 o ALL WORK SHALL COIypLY CODES FLORIDA gUILDIN(; CODE,�'RI�VA►LING NATIONAL TRI AND THE CITY OF CC ODE, ZEPHyRHiLLS ORDINANCES REVIE n, W Ci®ATE PLAN EP ZEPH HIL 1 MINER HOMES 12602 TELECOM MRIVE, TAMPA, FL 33637 T491: (813) 740-9720 Fax: (813) 740-9715 • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES 12602 TELECOM DRIVE TAMPA FL 33637 > TEL: (813) 740-9720 FAX: 813 740-9715_ DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS • nam H mMW CODE, gip EpntOp ( ST -AIL Ii1CAL AND STATE •OCCUPANCY • CQI14PR1ICTI011 TYPE •MIN. DTIERIOR FDUSH • BASIC /►DID SPEED :EXPOSURE 1-STORY RESIDENCE •2-STORY RESIDENCE mmmEnul, CODES - RESIDENTIAL, GROUP R3 — YB - CLASS B - Vu1t=150 MPH Vasd=116 MPH - B - MAX. HEIGHT AS PER LOCAL AND STATE CODES ABV. ABOVE LAV. ADCA/C AIR . AIR CONDITIONING ON ITITIMC. M.C. DJ ALT. ALTERNATE MFR. AMP. AMPERAGE MIN. BD. BOARD M.T. CL CENTERLINE MTL. CAB. CABINET MTG CLc. CLEAR N.T.S. CLR CLEAR O.C. CONC. CONCRETE PL CPT. CARPET P.B. C.T. CERAMIC TILE PH. D. DRYER PLY. DBL. DOUBLE PR. D.G. DUALCLAzeD PR. DU. DIAMETER P.T. DIM. DIMENSION R.RISER DISP. DISPOSAL BAD. DP. DEEP RA. G. DR. DOOR REF. DDS TL. DOWNSPOUT D TAIL O. D.W. DISHWASHER S.C. EA EACH S.D. EELEVATION S.H. EQ.Q. EQUAL SHT. EXIT. EXHAUST SHTHG. EXT. EXTERIOR SHWR F.GJFX. FIXED GLASS SIM. F.G. FUEL GAS SL IN. FINISH SE GL. FLR. FLOOR STD. FLUOR. FLUORESCENT SwS FTG FOOTING RENCHDOOR TEMP. GA GAUGE THK. GAR DISP. GARBAGE DISPOSAL T.O.C. G.F.I.GROUND.FAULT CIRCUIT T.OF. INTERRUPTER T.G.S. GL. GLASS M. GLASS GYP. BE. GYPSUM BOARD U.N.O. H.B. HOSE BIB H.C. HOLW CORE V.P. HDR, HEADELOR W. HOT. OR HT HEIGHT W/ INSUL. INSULATION WD. INT. INTERIOR WDW W/H W.I. LAVATORY LUMINOUS MEDICINE CABINET MANUFACTURER MINIMUM METALTHRESHOLD01IISJI9 MOUNTED METAL ONOT TO N GN CENTER PROPERTY LINE PUSHBUTTON PHONE PLATE PLYWOOD PAIR PRESSURE TREATED RADIUS RETURN AIR GRILL REFRIGERATOR ROOM OPENING SOLIDCOREEXTDR SMOKE DETECTOR SINGLE HUNG SHEET SHEATHING SHOWER SIMILAR SLIDING SLIDING GLASS STANDARD SHEAR WALL SECTION TEMPERED GLASS THICK TOPOFCURB TOP OF PLATE TOP OFSLAB TYPICAL UNLESS NOTED OTHERWISE VAPORPROOF WASHES WITH WOOD WINDOW WATER HEATER WROUGHT IRON DATE DESCRRMON ft,2M ADDED LEDLI�,r * KITCHEN iDAT4W r� ARCHITECTURAL SHEET DESCRIPTION maaM ADM" PATIO OPTION PG Cl-COVER SHEET PG GN-GENERAL NOTES PG At -FLOOR PLAN PG A2A-ELEVATION "A" PG El -ELECTRICAL PLAN PG PI -PLUMBING PLAN PG DI -DETAILS PG D2-DETAILS PG D3-PRODUCT APPROVAL LISTING PG WAl-WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS PG WA5-NOT USED PG WA6-WALL ASSEMBLY DETAILS ADDED STONE OPLICN 08l17119 fa VIBED DOORS At LAWDRT q OBET FROM (4) 2' O TO (1) 4'-4' m8/Illl9 RENBED DOOR AT OIUER'S WN.K•N CLOSET FROM 7'•8' TO 2'•e• ouolr�o BRACE USP CON ECTORD WITH U WI CON ECOW OW40 ADM OK REAR AG LOCATION ADDED LED N UI%ER'J BATH • STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-8078 Fax: (407) 774-4078 SQ.FT. CALC.'S LIVING 1,498 Bd FT. GARAGE Mb SQ. FT. ENTRT Ii �• FT. TOTAL I'wb 84' FT, •do PATIO w am. FT. STRUCTURAL SHEET # DESCRIPTION PG Sl-FOUNDATION PLAN PG SIAA—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 S3.1B—DETAILS PG SNI—DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAXES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ON M CTTON BASED ON THE DRAWING SET. 1441 N. RONALD REAGAN SI LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdssigngroup.com AA N: 0003326 t <v q ; C a SVIBDIV. Ac LOT,. SILVERADO LOT #36 BLK #18 PROJECTIP 04128.002-36181 MODETA 4EWB "1499-FREEPORT" GARAGE 8V►IBTG: LEFT PAGE: COVER SHEET 150 MPH B GENERAL N=8 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 6th EDITION, (2017). 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. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN'h THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 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. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8- LAYERS THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION ANDIOR SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 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 ARCH TECTIENGINEER. 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 R DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 2D-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R30Z5.2 DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL V MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 518 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN'hdNCH GYPSUM BOARD OR EQUIVALENT. 8. EXCAVATIONS TO BE A MINIMUM OF 3'- 0' BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12, TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: 'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA - THE ENGINEERED WOOD ASSOCIATION: 1. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 1 CONDENSATION LINES SHALL BE MINIMUM %" PVC (SCHEDULE 40), INSULATED WITH %' AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2. EXTERIOR WALL COVERINGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FIIBSIIEE 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %" THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS,1/2" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 & ASTM-CIO63-12a. 3. LATH & ACCESORIES PER ASTM-C-1063.11A & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - "L" FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS - WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 -15A AND R703.7. FIRE RESISTANT CONSTRUCTION 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. EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 112" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4" TYPE'W" DRYWALL SCREWS AT 12- O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AB DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S /CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.andeslgngroup.00m L AA #: 0003326 � 'C f t f z St7BDM Aa LOT: SILVERADO LOT #36 BLK #18 PROJECT 04128.00-36181 MODEIU 4EWB "1499-FREEPORT" GARAGE STI MG: LEFT PAGE: GENERAL NOTES 150 MPH EXP. B 12 rATO 06/09/20 : 1/4"=1'-O" T GN 38'-®• 1 IE irl1 olpp�ppWin nil11l'n i a o i a .. - - Ai If p yMlrimp 0 0 • :01'l/ � = = ATTIC I - ^ Imo, ON .o � Evil- obi oil!a ollo a'IeeeeBU/��fn o!I���e��eeeUo FLOOR PLAN SCALE: 1/4' - 1'-0' EXTERIOR MASONRY SQ.FT. CAM'S WALL ORG. HEIGHTS LIVaG 1,488 SGL FT. ® GARAGE 385 SQ FT. 81-01 oRG• ENIKIIT SGL FT. TOTAL 1,935 SQ. FT. "PATIO 80 SQ. FT. OOIFOIBIf MD DLAOa1D ED LCIae elan wID OeDEIaE Poe a saoao agile cp a Sam 2101E OWNWDPA e>sm NDTTIE FWAN MIN. WINDOW 10 5 24/-33 CRITERIA EXTERIOR SWING 18 5 24/-31 OR MIN. CRITERIA SAD. MIN. 41 5 23/-29 CRITERIA 1 16010 OWD 112 5 20.4/-22.'1 BASIC WIND SPEED MPH - 150 (Volt) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT. -II, EXP.=B, MEAN ROOF HT. = 13'-0" PRESSURES HAVE BEEN MODIFIED PER FBCR 8TH ED. (2017) R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. Omm DAl@ C DESL. TOP PLATE 0 in BAR DETAIL A SCALE:I/2'GI'-0' NOTE: -2-8 LOI1V. 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 DETWEEN THE GARAGE AND RESIDENCE SHALL ESE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICIQJESS, SOLID OR HO14EYCOM5-CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK OR 20-MINUTE FIRE -RATED DOORS. 1441 N. RONALD REAGAN Bl LONGWOOD,FL32750 PH: 407-7748078 FAX 407-7744078 www.abdeslgngrouP•cm L AA a: 0003325 � t B 7 a Ci sxJSDI;v ag LiOT. SILVERADO LOT #36 BLK #18 PROJECT 04128.001-36181 MODELS 4EWB "1499—FREEPORT" GARAGE BWD40: LEFT PAGE: FLOOR PLAN 150 MPH EXP. B 12'x24' FYPON BRACKET OR EQUIVALENT 6' RAISED BAND W-0' BRG. HGT.s - COACH LIGHT—/ 6 s 0'-0' FIN. FLR FRONT ELEVATION SCALE: 1/4 . I'-0' TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS PER POOR R103A BLDG. HGT. 405 o V' FIN. FLR 8'-0' BRG. HGT. - II 0'-C' FIN. OFFRIDGERIDGE VENT OFF RIDGE VENT AREAOFATTN: = mSQ. FT. NETFREEVEM.TIONAREA0 WRED = E/30D REQUIPEDVENTIATONARM = M/mI 6.0 VEN TION AAEA% SQ. W[NES PFR FT.(144) = 9RB.I Sq, IN. MIN. REQUIREDVENTEAWIN MM IN UPPMPORTION OFATTC 6 .2 SQ. RI. OFF RIM—ITIATON AREA 2L5 SQ. IN. PERVMT m "/IIS IOTAE.OFV[EASRWMIRED = 4.3 TOTAEROFVENTSPROVMD 5 •AREAOFARICRTNE PEaN.1ER OFTNE N016E, lESSiNEOVERINN6 EXTERIOR OP WALLM EREEN=w. NOMDMNMlNM OFF RIDGE VENT I --M --ilmml I REAR ELEVATION SCALE: 1/4 . I'-0' TEXTURED FINISH P-0' 0' 45�• I I � II 0'-0' FIN. FLR I I 0'-0' FIN, FLR LEFT ELEVATION SCALE: 1/4 • P-0' TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT 8'-0' BRG. oS'-0' BRCS. HGT. I -6' II 0'-0' FIN. FLR I I off-& FIN. FLR. RIGHT ELEVATION SCALE: 1/4 . I'-0' TEXTURED FINISH —' o0 -0 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-774-4078 www.abdesigngroup.com AA M 0003325 f F �i C auBDiv Se IL02%] SILVERADO LOT #36 BLK #18 MODZZA 4EWB "1499-FREEPOV' LEFT PAGE: ELEVATIONS FF All 12 -o• A2A I ELECTRICAL LEGEND SYMBOL DEFINITION NOTES —e 125v OUTLET 20 AMP "OLE POLE IEV OUTLET IEV OUTLET w OF OUTLET mmoo TO SUTW =19am IIOV OUTLET. NT�Et�(TAPw R NWAW TYPE) So 220V OUTLET (4)1I61111 CONNECTION {} -tt7-- OPI ENT. MATEPIROOP OUTLET GRAND PAILT MNeUPIEItt SUTCN WTC14 3.9)AY OPeR �4 OUTCH 4-EAY C R. �/'l UkLL PWRNIED ''_V LIENT CEILING LIGHT © LED CLG LIGHT LED VA-00 ©VP PROOF LOW O v p VAPOUR PROOF L15NR Op RECdOED CON vw PAN 1 cm PEe sa PT. MK PAN YNLIOMT 1--SO. W. Y PI%1 BR (SPiG'11ED BY 2-BUILD Y4RAP ® (RC T ) ANROI2KD 2-BLLB M#eAP o AR7uo (SUMACS IMNT) /� !' FIANOIlVCB4T 4' FLUOREBON"' p W---n—�er 8 4' TIBKK L04T Q PANEL METER (D S.D. amours DETECTOR 1BrTr. RAtx4� YLNdB0Y16[ riT LJ MALL PIOU TM) e'101Q DETBOTOR RSTY eAae-u. ® 5K0 el elm COMB DlT OR �� NC1N1 CT® -Cl U BLL W A DISTANCE OP NOT Le" THEN 4' PEDANT LIONT Ll\ NATURAL GAS OUTLET ► TaE•+NaE JACK DRcar462r WATER NEATERAll ZZI. ONICCNNFCT SEE AMU ON FE RLEVWM JACK TO EE RINFP'OIeTED N O J-270X ACCOIOA D O 10 EON IMAIgD AD BUpI FOR mm FANLIRM OroSax RUPPORIED INQILAbd ACC WANCE KV BOX Pae HARKED AS BOWNETCTM D�aD 24- NuwEer70 LIONT STRIP nnnnnn 36' INCANDESCENT LIENT STRIP nnnnennnn 4W NCANOBSCENT LOW S7RP PLODo L ONT KP OPT. SEO2e11Y IQYPAD • r2k PIEN-BUTTON FOR owles USB Pow wcnnON OF Tv JAcm 4 NIOE OUTLETS 4 PANS To me vEaFEo - NOPEOMNER ma -CONSTRUCTION MEETN& • ALL 0 4 W AMP ERANO4 CI00" TO Be ARC FAULT PROTECTED PER ELECTRICAL PRON510N5 OF E= bnN ED1TIaN r2en) a 14te 2En 2RA mmO.L • 20 AMP (DEDICATED LAUNDRY CIRMT. • GR - ISLAM (NOT O4 KITOEN CEECWT) • DSIEAMER ORCONlCT TO BE LOOKOUIT N PAN& BATNNOMM ID NIAUS7 PAN TO NAVE MN CAPACITY OF w cm NTE611TilNT PER ELacTRCAL PIRONS ours O E ) WICTM • ME] LAUNDRY ROOMRGASMBD FAULT CRRCWT-N1lREIPRR PROTECTION PON PERSOMEL ON PaRom • W RM METHOD SN4•LL Be NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF POOR rTu PD r20ni • ALL WOW TO COMPLY MTN JUMMIBCAL F911OV1510W OP TIE FEOR &TN ED r2@M . u. L t. OE -et-e OY aLLr-i-� AND 7M a LIN4TNb NMT BE tP1iR6Y E41dENT TYI.E PG MFIELG VERB COACH LIGHT ELECTRICAL PLAN SCALE( 1/4' . P-W W P Panel MAIN - A PANEL: 8/16 Wp GL breaker VOLTAGE: 12D I 240V -1Ph MAIN: 150 Amp M.C.B FEEDER: 341 Cu THWN & 1- #6 Cu (G) in 1 12" C. OR 342I0 AL TH1NN & 146 Cu (G) in 1 1r2" C. W. P.I. Bb D.serl Watt O-A Oroull Wetb Os..ri .n Gr Pr. WI" w2 1 m ErWWRppewb OFlbTUp 1 2 Ewe w2 2 m MOW. Pump 1= low 3 1 sPwe 5 & 5304 AIC C.U:1 $ 2 M gpaa 7 8 PANEL - A PANEL: 42 cn breaker VOLTAGE: 1201240V-lPh MIN: 150 Amp M.L.O. FEEDER: 3-#1 Cu THYMI & 1- #6 Cu (G) in 1 1)2" C. OR 342/0 AL THWN & 146 Cu (G) in 1 IQ" C. W. Pae w D.-I W.tb Ciraup OraMt Wrtb D.wN dm w Pre VA. •12 1 20 smrl AW11-N. Iwo 1 2 Bom Rang. 50 2 #5 012 1 m InWawPe I Hoop GFl Im 3 4 #12 1 20 Smrl Appllnw 15a0 5 B 450D Wr-Hwt- m 2 mo #12 1 20 Ran a Iwo 7 B 012 1 20 Dinlnp Rw.pl.alw AFG lwo a 10 12W Ospo.r GFI m 1 012 #12 1 m Brh GFl Rw%t. 1200 11 12 150o De1nvW1-OFT 2D 1 012 #14 1 15 F / 1BwL#2&d BMf2AFCI 90D 13 14 5000 Dry-GFI 30 2 #10 #14 1 15 UAlv Roam, Lwr UgN. AFG ow 15 1B 014 1 16 KB.Mn, Psr1y, & UWN UgM. AFCI goo 17 1& law W W GFI m 1 012 014 1 15 80&GDAFCI 900 1 19 1 2D lom .Don Opw-GFI 2D I 1 1 012 #12 1 2D L—dry I Bea N I D. AFCI 12DO 21 m 12M Gon.I E.WW U.& fl..WWNe AFCI 2D 1 #12 23 24 ow 0-r4 Wt. AFCI 15 1 #14 8pwe 75 28 M00 OA1rY BrMmn AFG 16 / Y14 27 2B SP.. Spaos 29 W 1000 rlm onimla m y 2D 1 012 spw. 31 32 SPw. s 33 m w. 6 a 35 sp..we 37 3B #& 2 35 AIC�1 5 KVA r W% 5525 m 4D wa 41 4z Sbw. Wtl w la d-n balW al.rrian. 111- 1t1000 297W La ,uE)wt to d-n.M Odor oabulOms 1 llno 1Do=ndFacWrCakuWd*m. ABBREVIATIONS: AFG: ARC FAULT(2RCUrr NTERRUPTER NC: NON-WNCIDENT LOAD GPI: r7ROLND FAULT NIERRUPTER .W Imd we1w4 m b .W brut 42m0 ' F1.t 111000x r1001N 100Do R-nrning w.e. r 4 13 T-r MC low 1UNB LOAD CALCULATION E BASED ON AIC NON -COINCIDENT LOAD TOW C-nw1M Iwd WW. 33BOB Tabl A.P. (w-. 1240 Wle) 141.3 G•neml LI MEn *Ptwh Load TOW An w F•r 1499 GmoW Us & Rw 3 W I S . Ft. 4497 • 1 a165WILi hta1100% 65 Trr Gomm Uoft & Rw (Witt.) 4562 Cka# tlsl Tota1mTS G-1-r Us a Rea Pwr A 9 507 4562 ' I -3' I -3. \) I i I L I I. I LED LIGHTING ® SINGLE LAV. OWNER'S BATH 150 AMP ELECTRICAL RISER NOT TO SCALE. GENERA- NOTES, A ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY 07w ELECTRICAL PRIOVSlom CP THE Facm *U4 [DITiCN [Tot1) LOCAL OWES, AND ALL LOCAL POMER COMPANY RBOUNREFENT& O. ALL CONDUCTORS SHALL SE TYPE THHN(TWM UNLESS NOTED OTFERMSE. F4 AER COI•PA TRANSFORMER I I I I L I I - LED LIGHTING ® SINGLE LAV. BATH 2 PROVIDE 37A0 M THIN . R6 CU N 2• CONO DUIT R 3 VAD AL. THEN .PIN CU IN 2. CONDUIT. (CONDUIT TO TEWlNA19 ABOVE GCFRT - OVEANANW COI'6NATICN SERVICE Eo AMP DISCONNECT SW C14 AND 120/240 VOLT M ELECTRIC METER N 114AOSE NOMA 3R 04OLCOUM PANEL BOARP nuir CNE SENILE CAME TELEVISION O TMANOE SCRVCe CNTRAUVCE RGUIFMENT SOURR-UNT TERMINAL AT LOW VOLTAGE CONNECTIONS 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-77445078 FAX 407-7744078 www.abdosigngroup.com AA #: 0003325 T � y5 ill Z aunty at DOM SILVERADO LOT #36 BLK #18 PROJECT# 04128.002-36181 MODMIA 4EWB "1499-FREEPORT" GARAGE OWING: LEFT PACE: ELECTRICAL PLAN 150 MPH . B 12 PROVIDE M AMP. 00440 VOLT, I PHASE SECONDARK/ I *4CU SERVICE GIRmm CONNECTED TO ELECTRICAL SERVICE. PRROVIDE 3 F1 COPPER (CU) INCONCRETE ENCASED FOCTER STEW. PER SCAL Z: 1/4'=1'7 I-VJ" DIA SCHEDULE SO PVC CONDW OR PROVIDE 3 puTRC4,L PROVISIONS CP THE POOR Aw 4!O ,4LU NJM (AL) IN 2" DIA SCWW" SO PVC EDITION (20n) aI'i CONDUIT It"" SERVICE IS PROVIDED BY TWO El ELECTRIC COMPANY. COORDINATE UTH TIE ELECTRIC r.-.1AX E PT LONG COPPER CLAD GROUND ROD COMPANY PREOR TO ONO. M — m 1--2' 3'.3' 2'-9' 22'-4' 2'-10' 4'-8' 2' YTR ----- i 1 1/2' SINK _______; I I/2' 2 LAY - O wC KITCHEN 3' SINK W/ l 2• AUTO VENT WASHER it 3" Or- 2'-----� 3' 2" VTR co 9 m 4 3' LAV 1 I/2' AV. TO 20 WC Ql I� —'-b MAIN 3' TUB 1-2 2' 30'-II' 4'•l' PLUMBING RISER a ..-------------------- i i i ---- . SUN 1 PLUMBING PLAN SCALE, 1/4 , I'-0' 1441 N. RONALD REAGAN BLV LONGWOOD,FL32750 PH: 407-7748078 FAX: 407-774-4078 www.abdeslgngroup.com AA 8: 0003326 a 4 � f WIM a sus aysaiv Sc LOT SILVERADO LOT #36 BLK #18 PROJECT# 0 128.002-36181 MODMA 4EWB "1499—FREEPORT" GARAGE STIMO: LEFT PACE: PLUMBING PLAN 150 MPH B 2X4 TOP PLATE 00I06IR BRAD PRE -FAD TRJ88 It, TMLK 2 COAT P Ol'1! 6Q LW CLG. BOARDMASTIM A RID 6TIYGTIRAL Pon DIIBICiL7 ro �6RQW To F I'IA60/�!T A,6 P.T. W NOTE. STUDS IN 5' DIA. SLEEVE, ��''R FaL PARTITIONS SUPPORTING DO NOT CUT APPROVAL PM IR' DRYWALL WALL HUNG PLUMBING REBAR 1441 N. RONALD REABAN BLVD FIXTURES AND WALL PIPE WMTHM6TIBr LONGWOOD, FL 32750 CABINETS SHALL BE NOT LN FH:407-774807E LESS THAN 2x4, WHERE BOND BEAM O NOT CUT :hne.Ln�6roRGASL.. DOOR RMMAroMl7./ FAX:407.774.4078 im lLSOLID GROUT THE BOND Q" AaxT6 wwwAbdosigngroup.com SPACED NOT MORE ,.CURE Br. 2x4 WOOD W/ 11)- 5 BEAM TO AA #: oo033za PLATE TO GLAD STUDS 624• THANI6' O.C. OR, NOT BxD 6Aw B �` 4"&Y. 6TeBLO.C. (2) COURSE REBARS Oyu.aAo DOOR00 W/ 10d MASONRY LESS THAN 2X6, WHERE -- AFFRWAL RSQ VRRMAL TRACK sr MINI FIBERGLASS SHINGLES OR SYNTHETIC RW5.0 ON J' O.SD. PER STRUCTURAL DETAILS OVER ^S0 ELT PAPER OR OVER A30 FELT PAPER PRODUCT, METALLED SFEATHMG OR }' COX SYNTHETIC PRODUCT, OR SYNTHETIC PER SECTION RW$J.1 PLYWOOD SECURED PER _ PRODUCT, INSTALLED FASTENER SCHEDULE INSTALLED R.SECTION PER SECTION RWS.1.1 ON �' 09D. SHEATHING BTIF�6ACIC AT ALL UPRIGHTS SHEATHING OR CDX ON a' CDX SHEATHING 5/S' GYPGUM BOARD OR }' CDX PLYWOOD — PER STRUCTURAL DETAILS PLYWOOD SECURED PER OR }' CDX PLYWIOOD OR I!Y HIGH SECURED PER I'-m' i'-®, SECURED PER STRENGTH CLG. FASTENER SCHEDULE TYP TYP. FASTENER SCHEDULE SEC FASTENER SCHEDULE DOARD REFERENCE MTL. DRIP EDGE O.H. PRE -ENS WD. TRUSS ON. MTL. DRIP EDGE STRUCTURAL 2x FASCIA PER PER ELEVATION 2x FASCIA PER ELEVATIONS ///� ELEVATIONS CONT. 2x RAT MIN SECURED PER PRE -ENS TRUES INSULATION E� R-CODE FOIE'78 pRE-ENG TRUE VENTEDSOFFIT SSTRUCTURAL EE ENERGY DETAICODE FORMS FOR VENTED SOFFIT MTL. DRIP EDGE REFERENCE STRUCTURAL MTL. DRIP EDGE PRE-ENG. GABLE TRUGB INSULATION R-VALUES PRE-ENG, GABLE TRUSS m. PER ELEVATION WEEP SCREED PER ELEVATION WEEP SCREED 2x FASCIA PER TYP. 2x FASCIA PER ELEVATIONS 034 ELEVATIONS VENTED SOFFIT R-4.1 INSULATION 2x P.T. SECURED PHIGH STREER HIGH GYPSUM OR 1/2' 2x P.T. SECURED PER VENTED SOFFIT STRUCTURAL DETAILS NGTH CLG. BOARD STRUCTURAL DETAILS WINDOW ATTACHMENT f AS PER MANUFACTURER SPECIFICATION R-4.1 INSULATION 1/2' THICK, 2 COAT REFERENCE WINDOW T TTAC+IMENIATITION CEMENT PLASTER STRUCTURAL MANUFACLAND TURES SPECIFICATIONS APPLIED RENCE DIRECTLY TO MASONRY Ix2 P.T. FURRING STRUCTURAL STRIPS . 24' Orr. 1/2' THICK 2 COAT PORTLAND Ix2 P.T. FURRING S' cm CEMENT PLASTER APPLIED STRIPS 0 241/2' THICK, 2 COAT PORTLAND DIRECTLY TO MASONRY 1/2- THICK 2 COAT GYP. WL.•BD. , CEMENT PLASTER APPLIED 1/2' GYP. WL. BD. PORTLAND CEMENT cm DIRECTLY TO MASONRY WOOD BABE PLASTER APPLIED WOOD BASE lu DIRECTLY TO MASONRY 0'-0' FIN. FLR� _ — .I 0'-0' FM. FLR 0'•0' FIN. FLIto — 0'-0' FIN. FLR a, cmtliu .4 a W/ WINDOW OPENING TYP. WALL SECTION a W/ WINDOW OPENING TYP. WALL SECTION B n NO OPENING NOTE: NO OPENING PER SECTION 905.1.1 - FOR ROOF SLOPES 2:12 TO LESS THAN 4:12 A IRE aUDDIV. & LOT: SILVERADO LOT #36 BLK #18 PROJECTO 04128.002-36 81 HODEIA 4EWB "1499—FREEPORT" GARAGE awlxO: LEFT PAGE: DETAILS 150 MP E . B 4 1—STORY HIP BLOCK WALL (2) LAYER UNDERLAYMENT SYSTEM 5 1—STORY GABLE BLOCK WALL D1 SCALE, 3/4'•I'-C' IS REQUIRED. FOR ROOF SLOPES D1 SCALE, 3/4'.I'-O' 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 AR NO 93MI PRIM 06/09/20 DCALE: 1/4"=1'-0" BMW= D1 10 IQML 2X8 P.T.. CENTER OF DOOR HEADER 61100100 W) (I) VJ• X 8' J-DOLT W)w MN. EMEEDFENT W/ 2' X 2' X V8' WASHER 4 NIT OR WV (2)1612' X 8' ANC4HOR 0OLT8 W/ 2' X 2' X W WASHER 4 NUT 7.��2" ON 7 RAT TO ELK ® W/ MA60NrT KAIL& 2X8 6ARAGE DOOR= 6= 6EOI4ED w/ (5) VV x a J-SCLT OR ANCHOR ® BOLTS, WV 4' MN. E'OEDMENT, W/ 2• X 2' X LW WASHER 4 MR. (U WITNN VO' TOP, (1) WITKN VOF THE ETA, (9) EVENLY SPAC®. ® ® 110 E M IN m NOTE& ALL ANCKORS SHALL EN IN ACC014DANCE TO MANAACTURR'S NGTALLATION NSTR=I" 1W 94 •Iff MTMJGTIal6 ARE Merit ATENaMW GARAGE DOOR 1 BUCK ATTACHMENT eHxs, w•.r-i 0e' CMU 1i' DRYWALL I'X4 OR PX2' P.T. NAILER 1*4 P.T. OR 4YX4' MIN. SECURE THRU FRAME EXTEND I Y4' INTO BLOCK ❑ UV 34' TAPGONS (MIN. SHANK SIZE .14D MIN. HEAD SIZE 300 MIN. EMBEDMENT I A' WITHIN W OF EACH END • 18' OC. MAX SPACING DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLOCK +3/4 OR +8/4 1 ERDOR TO BLACK +3 4 R +S 4 A SCALE, N.T.S. 2X4,= SECURE TO 15LOCK W/ W6- TAPCONS OR (MIN. SHANK SIZE .LAID MIN. HEAD 813E 300 MIN. EMBEDMENT I Y4) WITHIN W OF EACH END 4 IV O.C. MAX SPACING. 2X6,= SECURE TO BL W/2-%* NB( TAPCCMIN. eAK SIZE 145 MIN. HEAD SIZILAW MIN. EMBEDMENT I Y4 ) WITHIN S' OF EACH END 4 8• CMU IS' OC. MAX SPACING. V DRYWALL 2XS,m ❑ rX4' OR 1'X2' P.T. NAILER SECURE TO BLOCK W/2-%. CASING TAPN:ONB (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN, EMBEDMENT I Y4) TTACH TO 2X PER WITHIN VOF EACH END 4 MANUFACTURES DETAILS. IS' OC. MAX SPACING NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAI® TO BLACK +1-1 1FINDOK TO BLOCK +1-1/1t" J' SCALE, KT,BKTA. 2X4= SECURE TO BLOCK W/' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4 ) WITHIN S' OP EACH END 4 NOTE; STRUCTURAL 2X 18' OG MAX SPACING MUST 15E ON OUTSIDE 4 2Xb4I= SECURED THROUGH SECURE TO BLOCK W-V NON-STRUCTURAL TAPCCNS TAPCON MIN. IYi (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE "0 e. CMV MN. EMBEDMENTIY4) 'DRYWALL WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. 'X4' OR I'X2' P.T. NAILER 2XS m SEA�STO BLOCK W/2-T)(s' 7(.' O.B.B. X 4' MIN. (MIN. SHANK SIZE .145 DOOR CASING MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT 1 Y4) ATTACH TO 2X PER WITHIN W OF EACH END 4 MANUFACTURES DETAILS. 18' OC. MAX SPACING. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED A ) DOOR JAMB TO BLACK +1-18/1�' C +- 1 ALE, KT.G. 2X4.= SECURE TO 15LOCK W/ V TAPCONS (MIN. SHANK SIZE .145 MR HEAD SIZE 300 MIN. EMBEDMENT I Y4 ) WITHIN W O= EACH END 4 NOTE, STRUCTURAL 2X IS' OC. MAX SPACING. MUST ISE ON OUTSIDE 4 2X6= SECURED THROUGH SECURE TO BLOCK W/2-%' NON-STRUCTURAL Ills' TAPCONS TAPCON MIN. I-Y4 (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MINR, HEAD SIZE 300 MIN. EMBEDMENT I Y4) e, CMU WITHIN 8' OF EACH END 4 K• DRYWALL IS' O.C. MAX SPACING. 2X8m ❑ I'X4' OR I'X2' P.T. NAILER SECURE TO BLOCK WR-yJy' OOR CASING TAPC0NO (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y49 ATTACH TO 2X PER WITHIN W OF EACH END 4 MANUFACTURES DETAILS. IV O.C. MAX SPACW.& NOTE: SHIM AS NEEDED TO PLUMB JAMB (00 NOT EXCEED),*) DOOR JAMB TO BLACK +2 nWINDOW TO BLACK +2 1 4} \ZJSCALE, N.T.S. 2X4= SECURE TO BLOCK W/ TAPO" (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4) WITHIN VEACH END 4 NOTE, STRUCTURAL 2X 18' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 SECURED THROUGH SECURI BLOCK W/2 T16' NON-STRUCTURAL %' A&TO TAPCON MIN. I Y4' (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 • cm MIN, EMBEDMENT 1 V) ' DRYWALL WITHIN W OF EACH END IS' OC. MAX SPACING. 'X4' OR 1'X2' P.T. NAILER 2X&cw SEA�STO BLOCK W/2-Il((MIN CASING SHANK SIZE A45DOOR A MIN HEAD SIZE 300MIN. EMBEDMENT 1 Y4)DOO JAMB OR WINDOW WITHIN WOF EACH END •ATTACH TO 2X PER I8' OC. MAX SPACING. MANUFACTURES DETAILS. NM M M NIOb ro rws Jw! (Oe NOf {ILO®A'J DOOR JAMB TO BLACK +3' It TO BLOCK +3" E E, RT.S. 2X4= SECURE TO BLOCK W/ V TAPCONS (MR SHANK SIZE 143 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X IS' OC. MAX SPACING. MUST BE ON OUTSIDE 4 2X64I= SECURED THROUGH SECURE TO BLOCK W/2-%' NON-STRUCTURAL Il(s' TAPCONS(MK SHANK SIZE TAPCON MIN. I.& .LAID EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EmMOMENT I V') WITHIN S' OF EACH END 4 8' CMU 16' O.C. MAX SPACING. li' DRYWALL 2 � a I'X4' OR 1'X2' P.T. NAILER SECURE TO BLOCK W/2-%* 2X RE TO TAPCONB(MId. SHANK SIZE TMEMBER 702t2"dUlF.. ,145 B' OF EACH MIN, HEAD SIZE 300 4 6' TO 8' OC. MAX MIN. EMBEDMENT I Y4) CASING WITHIN W OF EACH END 4 DOOR JAMB OR WINDOW 18' OC. MAX SPACING. ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4) DOOR JAMB TO BLOCK +3" F +" ALE, RT,B. 2X4= SECURE TO BLOCK Wits' TAPCONB(MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 YW) NOTE: STRUCTURAL 2X WITHIN 8' OF EACH END 4 MUST BE ON OUTSIDE 4 IV O.G. MAX SPACING, SECURED THROUGH 2X6,m NON-STRUCTURAL i(r' SECURE TO BLOCK WA-1/4' TAPCON MIN. 1-Y4' TAPCONS(MIR SHANK SIZE EMBEDMENT INTO BLOCK J45 MIN. HEAD SIZE 300 ' CMU MIN. EMBEDMENT I Y49 1S' DRYWALL WITHIN S' OF EACH END IS' O.G. MAX SPACING.P.T. NAILER 2XS> SECURE TO BLOCK WA-1/4' )(6' O.S.B. X 4' MIN. TAPCONS (MN. SHANK SIZE .145 DOOR CASING MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER 18' OC. MAX SPACING. MANUFACTURES DETAILS. N014, 4NM M N®� TO rWf JY� (DD WI iOtlDi'! DOOR JAMB TO BLACK +3-7/18' G R TO BLACK +3-7 18" E, KT . 2X4® SECURE TO BLOCK WNW TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 YW) WITHIN V OF EACH END 4 NOTE. STRUCTURAL 2X IS' OC. MAX &PAC.G MUST BE ON OUTSIDE 4 2Xbm SECURED THROUGH SECURE TO BLOCK W/I-I/4' NON-STRUCTURAL i(s'TAPTAPCON S MIN. I-Y4 (MIR SH ANK 813E .LAID (MN. SH EMBEDMENT INTO BLOCK MIK HEAD SIZE 300 MIN. EMBEDMENT I YW) S' CMu WITHIN W OF EACH END 4 )6' DRYWALL 1W OC. MAX SPACING. a I'X4' OR 1'X2' P.T. NAILER 2XSm SECURE TO BLOCK WA-1/4' ' P.T. X 4' MIN. TAPCONB CASING (MIN, SWANK SIZE 345 MIN. HEAD SIZE 900 MIN. EMBEDMENT 149 DOOR JAMB OR WINDOW WITHIN 8. OF EACH END 4 TTACH TO 2X PER 18' OC. MAX SPACING. MANUFACTURES DETAILS. NOTE, &HIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLOCK + 33/4' H SCALE, N Tb. 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 wwwAbdesigngroup.com L AA 8: 0003325 Zpp 7 �6 NstmDm JI4 HAT SILVERADO LOT #36 BLK #18 PROJIECT/1 04128.0 2-36181 MODEU 4EWB "1499-FREEPORT" GARAGE 9WWG: LEFT PAGE: DETAILS ;11,150 MPH W. B PRE'OPHI!D CONTROL JOINT �\ FLANGE OF CONTROL JOINTS Td BE WRED TIED TO LATH • 6' OG. MAX (VERTA NOML DO NOT FASTEN CONTIWL JOINT TO WALL EVEN IF 97W EXISTS BEYOND EXCEPT STAPLES IW SECURE CCON7 L JOINBE USED TMTo TEMP. DURING INSTALLATION —� PA6TMNNM TO BE SPACED---777 • 1' O.C. MAX VERTICALLY I / / Llll ME OwToal" / ` \ J' T i COAT CEMENT PASTER W IS LAYER 4, FORTSNBER / dNLDNG PAPER APPROVED METAL LATH FASTENED 01' (VENT.) Or- MAX AT Sl1PPORTO WIS LAYER 9. STUCCO WRM WOOD 61EAT14M TMBOUd" CONTROL - J4WT6 BUT 614ALL \ OM STOPPED AND TIED AT EACH SIDE. PROVIDE 2X4 BLOCKING PER A6TM COS.D 1JA PLACED PLAT MAX 6' TO 6' \ PROM GONTIIDI. JOINT WEN CONTROL Jow PALLS ON NaM \ L FASTENERS FOR LATH TO BE NAILS OR STRUCTURAL 671JD STAPLES N COI-PLIANICE W( ASTM CPO►! T 2. WINE TWO TO BE (NO. IS) AA41S' UNNE 9. BLOCKING SHOM MAY BE N AMT1�• \ To WALL STUDS RMQUFM PER MMI / OWN OLN0.D NWOart.A O I- — . PP. A L CPWAIt . rt. 0 & GIEASI . rt. G OLIYJLD NMlO ert.A It CREAM a rt. & 4r ® L R'QD Il(BSRID . rt. A L CPWAM a I".■ t COMA" .rt.G 4. MOLD rt. D GYM rt. a TLL PT.0 Tok0ft BOTTOM tLANeB Qp Y 0 .DTR, R-'"sB YMTBR T.WN tm m. b9m APPROVED BUILDIIG WR41m SMALL BE LMMD A MINIMUM OF 6' B VERTICAL LAPS (ROLL ENDS) 4 6' • HORIZONTAL LAPS, ALL SEAMS NEED TO BE TAPED ITH WPORTISER 6NEATMNG TAPE LAN tiC X X X� l LATH VERTICAL LAP TO BE P ^ r METAL LATH UM LAYER 1. STUCCO WRAP Y MMP LM L Y / I UIIB LAYER 9, PIORTWBER \BUILOI+G PAPER � I I 1• MN LATH LAP, 4• o..ew ALL LAP 2"PAPER UP 6CAN.E.IIQ'.I'-o' NOTE, SIDE LAPS OF METAL PLASTER BASES SMALL BE eEauED TO FRAMINGMIN IBt106. THEY &WALL BE TIED BETNEEN SUPPORTS WITH AA410-M (121-MM) WRE AT INTERVAL& NOT MOM THAN S' (226-MM). AS PER ASTM CW63 lAl ® KI C KO U T PORM PAIR OF TEMiS IN WPM LATER&, TEAM DETAIL MAY BE PATR:MED WA40UBE WRNAP TAPE PER MANIC, spar. OR PEEL N STICK 111000 STUc "ATHNG STUCCO C. S COAT CEMENT OR LATH LAYER 4. CO WRM r icw WOOD SHEATHING OR CMU WRB LAYER 01, STUCCO WRAP (FRAME ONLY) J' THICK 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP UM 4 TAPE OVER ROOF/WALL SCREED Z-1 5'X5' 'L' TYPE CONTINUOUS F Z GALV. METAL FLASHING L (NAIL TO ROOF DECK NOT WALL SHEATHING) T/ �+ CAP SHINGLE - OF NOT NAIL, INSTALL WITH ROOF CEMENT I ~�v �I ROOF CEMENT y � ROOF PER ELEVATIONS INITALI. XKKart AT /DRAIN Q wOOI' ( RNIaECTIC•II "Mt TWIT SEAL (200 ON 60LOW GlxnnT.am O"L" FLASHING N.T.S. 4'X4' 6E1-F-ADIERIIG MEI'DRANS PLASHING (COMPATIEILE tlV MOM WRAP MATERIAL) OVER r on LEES PIPE F"TRATION CUT AND OVERLAP ONE SIDE OP / WIP-ADMERNG ME70RANE —✓ FLASHM STEP 01 INSTALL FASTENERS (CLIPS, STRAP6, 6TAPLES) A6 — FWANINED TO SECURE PIPE/ WIRE TO FRAMM N.T.S. 4• 6. SELF -ADHERING ME"eRANE PLAS14M OVER APPROVED MOM WSAP. iiA641NR TO EMEND Q M2 PIPE aT=p ` CUT AND OVERLAP AP O610E OF STEP n FLA64ING MEMBRANE HIND LAYER 9. romp QR BUILDING PAPER PETAL LATM 6'116' 6ELF•ADIERING M'E'1pR,ONE PLAS14M OVER 45W SELF-ADIIERNG MEMBRANE 4k4' SELF -ADHERING rEPBRANE FLAGWM OVER MPISOVID NOUN WRM. PLASHING TO ®(T@ID ONTO PIPE W CONT. BEAD OF SEALANT INSTALL APPROVED MOUSEURM AIR INFILTRATION BARRIER OVER ELAWOMERPC COATING OVER 6TUCCOi O.V. FINISH (an TYP WULL SECTION) SECTION PER SECTION RM.7 BBNIINf i.uBB and OB.INBm ExWW use of pww" cement plash( shall comply Wth the appNcason .gLi rwntso1 ASTM C 926-12A. Installationdentena—MC-1 —6& framing ahaN mrnply sAth ASTM C 1063-12A. LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) UJRB LAYER *2 (FORTIFIBER - - ------- BUILDING PAPER) METAL LATH x—x—x—x STUCCO I - -.'- ^'I SELF-ADHESIVE FLASHING - - - - - - NOTE: METAL LATH: LATH TO BE PER SECTION R-103.1.I / ASTM C-841-0% MIN. 2.5 LBS. PER 50. 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.abdosigngroup.com AA 1: 0003325 y t. h C i x A a SUDDIV. es LOT: SILVERADO LOT #36 BLK #18 PROJECT# 04128.002-36181 MODEI4 4EWB "1499-FREEPORT" GARAGE 8WWG: LEFT PAGE: WALL ASSEMBLY DETAILS 150 MPH B D TE 08/09/20 8CA* .1/4"=1'-0" BHEET AlLW00 INSTALL b' SELF -ADHERING MMMMIN MEMBRANE PLASHING OVER STUCCO TOP, SIDE(S) AND BOTTOM FINISH FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. b' SELF ADHESIVE SEQUENCE OF FLABWNG TO Ise, I. BOTTOM, 2. SIDES, 3. TOP OVER TOP 4 SIDES ': X: VENT CAP IS TO BE SET M BED SELF WOOD '..;.I' OF SEALANT AT TOP AND FLASHING N, SIDES ONLY. SEALANT IS TO ISE SIT STUCCO WRAP TOOLED SO AS TO DEFLECT WATER AWAY FROM JOINTS. LAYER 4, FORTIFIBER 1"I N. RONALD _ BLVD f ' E-Z BEAD ALL AROUND PREMANUF. DRYER BUILDING PAPER LONGWOOD, FL 32750 VENT -APPLY SEALANT ALL VENT CAP (SET IN METAL LATH PH:407-774-6078 JOINTS AND INTERSECTIONS CONT. SEALANT) FAX: 407-774-4078 APPLY SEALANT AT PERIMETER OF CONSTRUCTION . Y��MISIiE.p DD WwW.abdaslgngroup.com AA 8: 0003325 BACKER ROD NON -MOVABLE FRAME AND STUCCO FASTEN TO WOOD STRICTIRAL ON ALL SIDE&f4 CAULKING • JONT ALL AROUND SEALANT a a, CMU MEI'DER . T OL. MAX TOP 4 SIDES 76, To 1f' MID -WALL I I PER SECTION R703.7 WEEP �� E:derlor lathlno and plaetedrl0 I I Exterior use of cement BACKER ROD Portland plaster shall shall comply with the application c O DRYER VENT (BLOCK) ` ' X requirements of ASTM C 926-12A. "1... i' WIDE STRIP SELF U ADHESIVE PLA WM CLEAN X Installation of exterior lathing and framing I ' shall comply with ASTM C 1063-12A. r MA§OhW SEPORE APPLYING WINS LAYER 'I, � ,'x�. STUCCO WRAP INIM4 * M F IMSH� ' HOODED VENT BUILDING PAPER OVER 'QUICK +® HORIZONTAL WEEP SCREED l'THICK,3COAT CEMENT PLASTER — -j (FRAME TO BLOCK) METAL LATH WRB LAYER 4, FORTIFIBER PIPE THROUGH WALL BUILDING PAPER WOOD BREATHING z C a n DRYER VENT ( FRAMES b' SELF ADHESIVE FLASHING (INSTALL PER MANUF. SPECS.) S' BUILDING PAPER UNDER 'QUICKFLASH' WRB LAYER h, CUT OPENING IN STUCCO WRAP :; i'; HOUSEWRAP .. ....... FOR BOX INSTALLATION k3mr- PENETRATION WRIBAPPROVED LAYER h, STUCCO WRAP CUT 'X' INTO�A�VENT SELF -ADHERING MEMBRANE FLASHING k SCALE: N.TA. APPLY SELF -ADHERING WOOD SHEATHING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER h STEP #1 STEP #2 APPROVED BELOWWOUSESAP WRB LAYER 01, STUCCO WRAP ELEC. METER FIELD I VERIFY LOCATION ELEC. METER FIELD VERIFY LOCATION CUT SUCH THAT 9 APPLY b® MIN SELF -ADHERING NO MEMBRANE GRADE 'D' FELT MEMBRANE FLASHING ENTERS BOX, — OVER APPLY STUCCO SCRATCH COAT APPLY TO FACE SELF -ADHERING AND ONE (1) LAYER OF PAINT EDGE FLASHING OVER APROVED PRIOR TO INSTALLING ELEC. H WRAAP METER WRB LAYER'2, FORTIFIBER BUILDING PAPER CAVITY TO BE FILLED STEP *3 ETHAT WITH RIGID POLYMERIC STEP #4 LEGEND ISOCYANOTE-POLYBLEND FOAM ('GREAT STUFF' OR SIMILAR) APPLY A SILICON ELASTOMERIC DRAINAGE PLANE (WR5 BASE SEALANT AT POINT COATING OVER LAYER "I STUCCO WRAP) ELEC WIRE PENETRATES STUCCO/ C.v. SEE TYPICAL PINION aysa:v ae 7LOT SILVERADO LOT #36 BLK #18 PROJECT# 04128.002-36181 1[ODZU 4EWB "1499-FREEPOV' QARAOE 1lTIMO: LEFT PAGE: WALL ASSEMBLY DETAILS 15 H . B APPLY E-Z BEAD SECTION) WR5 LAYER "2 (FORTIFIBER - - - - - OVER 'D' LIM In BUILDING PAPER) AREA TO RECEIVE e ° ° METAL LATH STUCCO SCRATCH COAT SEALANT A TALL METAL LATH X—X—X—x t i COAT OF: PAINT U1PRIBR Tr7 MTER6ECTIONB STUCCO ELEC. METER INSTALLATION PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. L WOOD SHEATHING ® METER CAN OR METER CAN -9 COMEtO OR METER CAN AND It SELF-ADHESIVE FLASHING - — — — - DISCONNECT STEP 05 STEP No AR NO NOTE: rt 06/09/20 METAL LATH: LATH TO 5E PER SECTION O ELECTRICAL RECEPTACLE DATM R103."1.1 / ASTM C-84i-09, MIN. 2.5 LBS. ELECTRICAL CONDUIT sawt.E: a/a'=a'-o"O PENETRATION PER 50. YARD (UTILITY OR NOMINAL 11111 T LATH DOES NOT MEET SPECIFICATIONS) WA2 lox"alm DRAINAGE PLANE (WRB LAYER "I, STUCCO UJRAP) WRB LAYER 02 (FORTIFIBER ...... - - BUILDING PAPER) METAL LATH x-x-x-x STUCCO SELF-ADHESIVE FLASHING - - - - - k 2 1/2' k CORNER BEAD (FASTENER 4 SPACING A 1' O.C.) CMu %' THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY / 4 B�CORNER BEAD � BLOCK 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA M: 0003325 qI III atMD:v & L07 SILVERADO LOT #36 BLK #18 PROJECT# 04128.002-36181 UODEIa 4EWB "1499-FREEPORT" GARAGE 8WINO: LEFT PAGE: WALL ASSEMBLY DETAILS 150 MPH E . B 2x6 SUB-BANb W/I'x4' NOTCH • END, WRAPPED IN PEEL 4 STICK DRIP EDGE I� 1/8' TEXTURED I FINISH ® WOOD I �� I/2' TEXTURED FINISH 0 CMU METAL FASCIA WRAP YS' FROM STUCCO, 1' FROM WOOD WALL EXTERIOR WALL (FRAME OR CMU) \\\ NOTE: NOTCH FOR 2X& \\ SUB BAND ONLY ®ELEVATION ®FLAN A 1/8' TEXTURED FINISH • WOOD, 1/2' TEXTURED FINISH • CMU METAL LATH METAL FASCIA WRAP WOOD SHEATHING OR cm B '( WRLAYER, STUCCO WRAP(FRAME ONLY) WRI5 LAYER 82, FORTWIBER BUILDING PAPER - (FRAME ONLY) 2x6 &.0 MA1.0 ROOFING CEMENT DRIP EDGE METAL KICK OUT ROOF KICK OUT REMOVED FOR CLARITY _ ROOF DECK (BEYOND) `\ DRIP EDGE, I' OFF WALL I NOT INTO STUCCO) 11/8' TEXTURED FINISH s / WOOD, 1/2' TEXTURED / FINISH + CMU i 2x6 SUB -BAND W/1'x4' NOTCH END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL PRE-ENG'D TRUSS TO BE CUT a WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4' -0' SCABBED TO TRUSS W/12d NAILS &'-8' O.C. MAX. 2x SUB -BAND W/Wx4' NOTCH A END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL \� N SUB BAND DETAIL ® WALL W/KICK— OUT AME OR CMU LT 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 Wl%'x4' NOTCH e END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT 0 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. Yi ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/14'x4' NOTCH a END, WRAPPED IN PEEL 4 STICK ,ROOF CEMENT 0 ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD, LONGWOOD,FL32750 PH: 407-7746076 FAX: 407-7744078 www.abdeslgngroup.00m AA N: 0003325 A t F 9 EUDDIV. & LOT SILVERADO LOT #36 BLK #18 PROJECT/1 04128.002-36181 W0DEIa 4EWB "1499—FREEPORT" GARAGE OWING: LEFT 1 PAGE: WALL ASSEMBLY DETAILS: SUB—B 150 MPH JXPX B 12 `. 06/09/20 OCAL L 1/4--l'-0- 8HEET Yd A6 F �1 I *.a,rr I lie 4• �I m �. BLAB I 3 1.1 . I FM-12X18 4---------' ------ — —, 1.1 EXTEND 14'-7 ,1' 10" SLAB 1 ,/2" 2'-8.I I I i J �I 00 LLU LL 16-10" 21'-2• N N N 0� TOP OF SLAB I N EXTEND _TE_2 _SLAB 1 i/2" I , 4"CONIC 5 BLAB 1/2 SLABpi 3-4* 15'-8" 2,-8„4" 18'-6" Y4r N IO C N IN W v W a I I i N CONC. xC c! A 14• I SLAB I 2 I a ON LL aI 1.1 I EXTEND fI-0,/2 -71/2 91 `�LL 10" - 4 FMC-12X18 FM-12X18 FMG12X18 — — — — 11 FM-12X16 — — — ? F6t-12X1 FOUNDATION PLAN SCALE: 1/4" =,'-0" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE 10'-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION + 0'-0", SEE SURVEY PLOT FOR NGVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11 AINDICATED #5 BAR, OINDICATES #6 BAR,■NDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90" HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #6 =36"), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I.530-13/ASCE 5-13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I.530-13/ASCE 5-13, USING: Pm = 1,500 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER 3 OF SLAB SUPPORTED 3'-0" O/C MAX. SEE PLAN FOR W WM SIZE. INSPECTOR NOTE: _ 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 6th EDITION SLAB SCHEDULE SLAB I THICKNESS REINF. REMARKS 6x6 W1.4xW1.40VER GENERAL 31/2" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30"LEG EACH WAY. WIDTH LENGTH THICKNESS BOTTOM REINF, TOP REINF. T.O.F. SHORT LONG 8"S LAN 8" NPROVIDECCRNER 12" CONTINUOUS 18" - (2)#6s No'-0" 12" CONTINUOUS 18" - s VARIES 12" CONTINUOUS 12" 2 #5's + " i"l. N. RONALD REAGAN BLVD: LONGWOOD,FL32750 PH: 407-7748078 FAX: 407-7744078 www.andosigngroup.com L AA #: 0003325 Y oilI I SUDDIV &c i+OT: SILVERADO LOT #36 BLK #18 PROJECT 04128.001-36181 HODIM 4EWB "1499—FREEPORT" GARAGE OWING: LEFT PAGE: FOUNDATION PLAN 150 MPH . B 12 BCALM: 1/4-=1'—O- ! ECET s1 30" MIN. EACH WAY MONOLITHIC FOOTING {t STEEL REINFORCING IN GROUTED _ STEEL REINFORCING IN GROUTED °• — ,° Q d CELL SEE PLAN FOR SIZE AND p CELL E REAUIREMENTSFOR SIZE AND r "° �- 4 SPACING REQUIREMENTS It v' GARAGE DOOR Lm J:._ °+ RECESS S o_ Q FM g 0 K w - Z 8" CMU WALL N O 8"CMU WALL I ° CORNER BARS, SAME SIZE AS BAR W W B' O tD o ? ;� IN FOUNDATION WITH 30" LEG EACH J w U TOP OF SLAB 0'-0' TOP OF SLAS V WAY AT ALL CHANGES IN DIRECTIONS I - "I SO THAT THE STEEL REINF. IS CONTINUOUS /n MATCH AMOUNT OF CONTINUOUS BARS I. ° -I°I is CURB FOR •.j..° f ' a EXT. PORCH SLAB W/ 112" ISOLATION SEE SLAB SCHEDULE- 48 BAR DIA, 4" CHAMFER (1-STORY) 18' EXT. PORCH SLAB ' - V RIGS SEE SLAB SCHEDULE TOP OF GARAGE 4"CHAMFER (1-STORY7 °'. I LL . °' o. CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE /� MASONRY UNITS SET �- AT ELEV: b' JOINT (WHERE •. , 6" CHAMFER (2-STORY) 2q^ W/ tY1" ISOLATION ) 6"CHAMFER (2STORY) .:° APPLICABLE) Z MSIZE SEE SCHEDULE 30" JOINT (WHERE APPLICABLE ) Z • EE SCHEDULE 4 WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING g FOR WxD, BAR SIZE FOR WxD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AND BAR QUANTITY " AND BAR QUANTITY NUMBER OF BARS (e. 2 TO 3, PROVIDE 2 BARS), UNO EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE GARAGE SCALE:3/4"--0" CORNER BARS DETAIL 4 DOOR OPENING SCALE: 3l4"=1'-0" SCALE: 3l4"=1'•0" LAP TOP PLATE A MIN, OF 48" LAP TOP PLATE A MIN. OF 48" AND NAIL Wl 16d COMMON AND NAIL WI 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN LAP TO OCCUR OVER STUD OF WALL W/ PLAN W p a I 20 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE $ N NEW REINF. BAR No 2 STUDS SEE PLANS FOR SECURE ST. PLATE TO SLAB W/ PLANS FOR SPACING. SINGLE O 0_ SECURED Wl2- PART SPACING. SINGLE BTM. PLATE i/2"xg" WEDGE ANCHOR W/2" BTM. PLATE TO BE PT. 2" CAPPED g EPDXY. MIN. EMBED TO BE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH PROVIDE DBL. TOP PLATE SECURE BT, PLATE TO GALVANIZED PIPE -� F LL O � g O FOLLOW ALL MANF. PLATE EPDXY St/2" EMBED. MIN. @ 16" OC SLAB WNAIL HOd MASONRY WIFLANGE (� BASE Q N a ICATIONS FOR SIMPSON SPH4 OR SPH6 MAX. STAGGERED. ADDITIONAL META Cf USE AND I BTM AND TOP PLATE CONNECTORS NOT I=- PREPARATION OF U � HOLE. ANCHORS W/ tOd x 1 ill" COMMON NAILS FILL ALL REQUIRED WHEN NO HOLES, DO NOT USE 10d W rn UPLIFT IS PRESENT. Ly 1 SECURE FLANGE TO SLAB W/(4) 1 /4" x 21 /4" LLIZ p x 3" 0: SEE SLAB SCHEDULE G K SEE SLAB SCHEDULE TAPCONS O' TOP OF SLAB ° TOP OF SLAB . --s•�, 4• CHAMFER (1-STORY) •: • a 6"CHAMFER (2STORY) a„�� •gyp-_ _ • EQ. EQ. SEE SCHEDULE EQ. EQ. EE SCHEDULE FOR WxD, BAR SIZE FOR W%D, BAR SIZE ADDING' BAR TO AND BAR QUANTITY AND BAR QUANTITY BOLLARDt MONOLITHIC FOUNDATION �. INTERIOR CURB FOUNDATION WOOD WALL INTERIOR CURB FOUNDATION WOOD WALL 5 6 o V p SCALE:34"=1'0 (W/ UPLIFT) SCALE:34"=,'-0" SCALE:34'=1'0 SCALE:34"=1'-0 (NO UPLIFT) LAP TOP PLATE A MIN. OF 48" AND NAIL W116d COMMON STEEL REINFORCING IN GROUTED NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT CELL SEE PLAN FOR SIZE AND LAP TO OCCUR OVER STUD OF WALL W/ PLAN SPACING REQUIREMENTS Z 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING f WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE as O BTM. PLATE TO BE PT. SECURE BT. PLATE TO PROVIDE DBL. TOP PLATE SLAB WI10d MASONRY NAIL w 16" O/C STAGGERED. ADDITIONAL METAL U v a CONNECTORS NOT REQUIRED WHEN NO (L 8" CMU WALL UPLIFT IS PRESENT. Z • - TOP OF SLAB SEE SLAB SCHEDULE �•: � SEE SLAB SCHEDULE TOP OF SLAB'a • "ISOLATED" COLUMN PAD m CENTERED UNDER WALL AND • ° POURED MONOLITHICALLY WITH -- - - FOUNDATION AND SLAB SEE SCHEDULE SEE SCHEDULE FOR WxD, BAR SIZE FOR WxD, BAR SIZE AND BAR QUANTITY AND BAR QUANTITY ,U COMBINED EXTERIOR MONO- INTERIOR FOUNDATION WOOD WALL FOOTING AND COL. PAD `� ,,, L V SCALE: 3/4"=1'-0" (NO UPLIFT) SCALE: 3l4"=1'-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774,6078 FAX: 407-7744078 www.abdosigngroup.com L AA B: 0003325 f ti �a atMDIV. ae LOT: SILVERADO LOT #36 BLK #18 PROJSCTp 04128.002-36181 MODZX.0 4EWB "1499—FREEPORT" GARAaS DTFMG: LEFT PADS: DETAILS 150 PH EXP. B TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK GROUTED BOND BEAM Q _ z a <I tra. Q CLEAN OUT REQUIRED w FOR INSPECTION e . ( ` 0`0 FIN.FLR. n e TIE RTICAL REBAR a TO HORIZONTAL REBAR W/ 10" HOOK 7-7 BAR SIZE 48 BAR DIA. �11�� Z W #3 18 i #4 24" U #5 30" #6 36" #7 41 HORIZONTALNERTICAL REINFORCING SCALE: 314,1'-0" i � STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND 0 SPACING REQUIREMENTS mW U i 8" CMU WALL P TOP OF SLAB a TOP OF SLAB SEE SLAB SCHEDULE Z W EXT. PORCH SLAB BAR SIZE 48 BAR CIA. g > W/ 1/2" ISOLATION 4" CHAMFER (I -STORY) JOINT (WHERE a 6" CHAMFER (2STORV) 04 24' APPLICABLE) i MATCH STEEL #5 30" f REINFORCEMENT 6"PVC CHASE PER SCHEDULE " V' PVC CHASE THRU FOOTING THRU FOOTING #7 42" MATCH STEEL SEE SCHEDULE REINFORCEMENT FOR WXD, BAR SIZE PER SCHEDULE AND BAR QUANTITY PVC CHASE THRU FOOTING 4 SCALE: 3l4"=1'-0" #5 BARS 11M 4 m El o oCMU UNIT DIMENSIONS n ARE NOMINAL SIZES /y` MASONRY SYMBOLS Y. 3 SCALE: 3/4"=l'-0" 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32760 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroOP.com AA #: 0003328 F C h 22 6 will i Z O atMDIV ae LOT SILVERADO LOT #36 BLK #18 Pp.on=T# 04128.002-36181 MODEIA 4EWB "1499-FREEPORT" OARAGM BWMG: LEFT PAGE: DETAILS 150 MPH EXP. B FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W! (9)1Od x 1 1/2" HDG NAILS.. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8)1Od x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 lrr 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 CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4' NOMINAL BEARING (4"). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILT( X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 9-0^, FINISH FLOOR. UNLESS NOTED OTHERWISE. BEAM SCHEDULE RMEM INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM I B.O.L. = BOTTOM OF LINTEL / T.OA, = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (psi) WH. REINFORCEMENT STIRRUPS REMARKS BIM. TOP MID SIZE SPACING BB1 MASONRY 30DO 8x8 (1) #5 WA GROUTED SOLID "CAST-CRETE" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL 8" PRECAST & PRESTRESSED LOADS FOR U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS olea►GM18 SAFE LOAD - POUNDS PER LINEAR FOOT *--*a— SAFE LOAD � SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH ,SUS enea ertsas BP1B4a 0200 w" eP7aa eta TYPE LENGTH NJ8 8F8 RCMU TYPE LENGTH W44T WM rtan VIM matt I sear 02.7T 9 2W rm4fr 1 WN-ff eHaIT W262r Fit -IT I W322r 3'4P (42) PRECAST ?291 ra' (421 PRECAST 1026 1024 1898 rfi (42� PRECAST lm fee am aw m Mat rm, t= fee 3624 43M m 6131 Tat 44r (461 PRECAST 1966 44 (48) PRECAST 786 763 I= 4 0' (48•) PRECAST tm ae aN0 eeB Ono m evn tfe fee ale ete 4m an an 44r (541 PAST 16W 4a' 1641 PRECAST 692 d91 1079 441' l64'1 PREGIBT 1m am 270 m 4043 47" e71 1a7 JIM na7 3m 4043 m1 WO ra• (441 PRECAST t217 SW @41 PRECAST 411 411 746 ra• (641 PRECAST TOTS m 2m m m m, 4a3 1016 t7N ate ae ae 3e1 4a2 S-10' (701 PRECAST 1082 8-t7 (70`) PRECAST 340 886 616 S-1C (70') PRECAST on tev fae 3W te0 41a8 m ten =0 ae 8t07 afa 41M rd Mn PRECAST SOS ra' Oe') PRECAST W7 721 400 d-0' (7B') PRECAST m t 2m mt m 14a Net as area am at2 T4I (901 PRECAST 748 Tor W= PRECAST 424 534 333 T4 (9n PRECAST "T 7 , m7 3m m +m im me aae aen some V4' (1121 PRECAST 664 ra' (112') PRECAST 326 512 230 914• (1121 PRECAST am 7a + M 21n fea0 6H eet 1318 1M3 NBe m4 2M td4r (1201 PRECAST 476 104r (+26') PRECAST 264 401 180 W41' (1281 PRECAST e0 en m ,1e t4et , mt no m 1180 1472 Ire ae 2140 114' (13" PRECAST 882 114• (1381 PRECAST 200 452 154 11'-e (138) PRECAST 414 a4 8Y0 IW Im 404 On 1 t372 tee tee 219r 1" (1441 PRECAST 897 12'4r (1441 PRECAST 244 402 187 1r-0' (1M1 PRECAST 470 4e 734 m tt t 1m 470 e0 M ,m , to an 17-W (180'9 PRECAST 296 Ira• (tool PRECAST 217 ez4 110 Ira• (tool PRECAST 411 m m Tee e4 1 1m 4a 400 is IIe u Ien 14'4' (1B81 PRECAST 279 W-V (1661 PRECAST 205 203 100 14'-0" (IWI PRECAST m ea 7a r 1210 MO 4a rn 1a1 , 1 ,m 11 (178) Wd31 N.R. 14'4)• (1761 PRE NR 284 91 14'd (1761 PRrd m m 3M m ea ee V2 en m 1 m tm 17M Ems tra' (1e41 PRE NI tra' (1641 PRE N.R. 269 83 Ira' (7641 PRE811i�8® m 313 315 40 eN W m 7e n7 tee Kmmm Ira' �T n PRESTRESSED NA � Ira• 0081 P SSED N.R 194 64 Ira• (108') P ,n 7R m m as m a, m an 7e e73 14 194' RM PREST NR Ira• (2 r PRESTRESSED N.R. 148 62 19'a' �9 P iC m m 04/ N7 747NEM t227214• OEM OEM NEM WM NUM MEN,e (2661 PRESI D RR 214" (25111 PRESTRE68ED NR 125 42 21'a• W PRESTRESSED tom mmm mee m m 1048 (2641 PRFE1RE89ED N.R 22'0'(2841 PRE N.R 118 40 22'4r (S84) PRESTRESSED 1ST1a7 to m 134084147-e47 4a 4a so 4e Ba2T-0' w T4'4r (286') P N.R. No On PRESTR 9ED N.R 91 88 24'-W On PRESTRO fa417e4" is m m 4a Tar Bwto ee m 4D eN ee4 tat tat (#) THE NUMBERS IN PARENTHESIS REDUCTIONS FOR GRADE 40 FIELD ARE ADDED PERCENT REBAR. (#) THE REDUCTIONS NUMBERS IN FOR GRADE PARENTHESIS 40 ARE FIELD ADDED PERCENT RESAR. -ALL VALUES TAM FROM WM LOAD TABLES' BYCASTCRETE MAY 2015 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE -ALL PRECAST PRODUCTS ARE TO BE 848TALLED PER MANUFACTURES SPECIFICATIONS • PROVIDE MUOMUM 4 OF BEARING PAST EACH SIDE OF WRDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE #: 16-0126.03 D�OODOm D�mOmiC�� v00000m .0m00�010 'mo��r!oo ®000moo iim�OQ�i'T!9 ���ODOm 0®�DD�m �m�00m0 mm000C�*Q� 0�m0��0 Om®00�7'�!Q �000©m0 oommomo ��0©m00 oommmoo ®�000m0 �OmmmmO 000s�o©v ©�mm0m0 0�00�©0 d0©STOOD 0000000 0000®m© ��0©�00 J -------------------------------------------- p ta. 8F186'.0' /OB 8F78.7'-6" B g-p^ 7,-6" I � s tO� t � 8F16-1T/0M/0B 7'4" s1 a" 1 eta ,7� T % & t F �� •ram 1 9 UNO, PROVIDE BB7 WHERE t ROOF TRUSSES BEAR, TOP '*c OF WALL EL. B'-0•, LINO. '#"�' F tE x. 4' / d 2 tt 1 t ( F �8e ) / ) 2 a E f ) r 1 : 9 I I �. ? L — — — — — J .c �. t .P 4 s a � OT $ iu- 8RF14-1T/0M10B �' 1 a q SF8- p 8F20-lT/OM/18 ) N 1T/OM/OB 8F16-lT/0M/0B LIFT BEAM PLAN SCALE: 1/4' = T-O" 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32750 PH: 407-7748078 FAX 407-774.4078 www.abdosigngroup.com AA R: 0003325 a OPEN 14 7 c A eusaty a9 LOT, SILVERADO LOT #36 BLK #18 11PIROJZCTO 04128.002-36181 MODE]w 4EWB "1499-FREEPORT" GARAGE 8W1KG: LEFT PAGE: LIFT BEAM PLAN AND NOTES 150 MPH XP. B #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 1D" #5 BAR IN BOND BEAM CORNER REINFORCING OF BOND BEAM SCALE: 3/4"=1'-0" V� NG��OF JET050 O PLACE STEEL REINFORCING (L2) AS DEPICTED HEREIN. NOTES TO THE INSPECTOR/CONTRACTOR 1. PLACE LINTEL ACROSS TOP OF OPENING. 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 3, PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING HEIGHT. 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST TWO COURSES ARE BOND BEAMS WITH A#5 BAR IN EACH COURSE. 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE TOP OF THE LINTEL. 6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP, F=FILLED W/GROUT U = UNFILLED NOMINAL # OF #5'S, IN 2ND BOND WIDTH BEAM COURSE 6-1T/1B �/c � NOM„ HEIGHT HT # OF #VS, TOP IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE THAT XF)O(- 1T/110/08 INDICATES A DOUBLE BOND BEAM # OF #5'S, BOTTOM AND XFXX- 1T/OMPoB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL IT IS THIS ENGINEER'S INTENT AND XU)AX- 1T/1M/08 INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL AND XUXX- IT/OM/08 INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL WINDOW PRE -CAST .•31/4" WINDOW i a. SILL SLOPE TYPICAL MASONRY WINDOW SILL CONSTRUCTION 4 SCALE: 1 1l2°=1'-0" TYR lff BOND BE BOND BEAM 1#5 TYR B"X16" ro BOND BEAM — .'; 1#5 L e OX16 DBL. BOND TOP OF BEAM W/ (1) #5 BAR BOND BEAM EACH COURSE BX8 BOND BEAM TOp OF W/ (1)#5 BARJ(L2) .*: BOND BEAM GROUT SOLID FRTOP LINTEL TO TOP OOF OPENING BEAM, IF FILLED SEE NOTE 5 BX8 PRE -CAST C LINTEL W/ (1) #5 LENGTH OF BAR OFORE"'NG-2"BEAM MASONRY DESIGNATION oRBX8 PRE -CAST C SCALE: 3/4"=V-0" LINTEL, WIO STEEFERTO PLAN FOR LO mo .. 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 327W PH: 407-7746078 FAX: 407-774.4078 www.abdoeigngroup.com L AA #: 0003326 A y * Ilk uu i $a QI� a StTBDIV & LOT: SILVERADO LOT #36 BLK #18 PROJECT 04128. 0—36181 MODELa 4EWB "1499—FREEPORT" GARAGE STRING: LEFT PAGE: DETAILS 150 MPH EXP. B wm DA 08/09/20 BCALE: 1/4"=1'-0" BfmET S2.1A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ IDd 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 CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILT] X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" " x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM U-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 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 TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. U" 9 FRAMING PLAN SCALE: 1/4" = V-0" 144i N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH:407.774-6078 FAX: 407.7744078 www.abdosigngroup.com AA M: 0003325 J a w i l ®k6 7 t -LLL.9 8UBDIV. & LOT SILVERADO LOT #36 BLK #18 PIIOJIDCTp 04128.002-36181 MODEIa 4EWB "1499-FREEPORT" GARAGE 81011ING: LEFT PAGE: FRAMING PLAN 150 MPH EXP. B 2 INICALE: 1/4"=Y-0-" 1 s3 A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH (9)10d x 1 }" NAILS TO TRUSS PLYWOOD SHEATHING, SEE # 1100 UPLIFT SIMPSON B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH "ROOF/WALL/FLOOR HTSM20 WI1010d TO SHEATHING x 1 NAILS TO TRUSS FASTENER SCHEDULE" TRUSS AND x 2 1l4" DBL STRAP, DBL STRAP, 1 EACH SIDE WRAPS UP AND , TITEN 2 ANCHORS TO H RS OVER TRUSS (NOT SHOWN) POURED CONT LINTEL C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH (16) 10d x 3 }' NAILS TO GIRDER AND NOTE: APT SYP #2 2" x 4", # 1900 UPLIFT (2) (2) SIMPSON HETA18 TRUSS ANCHORS 6", 8" x 4'-W MAY BE ADDED Wl 10d NAILS, 2 ROWS, 3" EDONSIMPSON HTSM20 INSTALLED ON PRE -ENO TRUSS WITH (12)16d x 3 � NAILS TO GIRDER O/C TO FACILITATE ONE OPPOSITE FACES OF BLOCK WALL W/10 10d TO ADDITIONAL PLY MAX. TO TRUSS AND (4)114" x 2 1/4" 1x2, 2x WOOD FASCIA ACCOMMODATE TRUSS TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM SEE ARCHITECTURAL ANCHOR REQUIREMENTS. CONT POURED LINTEL 2x SECURED Wl (3)16d GALV. COMMON NAILS. ENGINEERED WOOD 1 x2 SECURED W/ 10d TRUSSES @ 24" OIC, GALV. COMMON NAILS SUBMIT SHOP DRAWINGS 12" O/C FOR REVIEW AND APPROVAL MASONRY BOND BEAM SEE SCHEDULE A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) TITEN 2 ANCHORS MIN. C ALLOWABLE UPLIFT=U:2705 LBS (2 PLY) 2" COVER 8 2" APART TYPICAL TRUSS/ REPAIR OF MULTIPLE 1a 1b 1c MISPLACED EMBEDDED TRUSS ANCHOR °� GIRDER CONNECTOR(S) 3 SCALE: 3/4"=1'-0" PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS W-U' O.C. (AT O PRE{NG'D WOOD SHEATHING SEAMS) (BLOCKING TRUSS (TYP) @ 24" O.C. NOT SHOWN FOR CLARITY) MAX 6'-0" MAX (W/1X4) OR 10'-0" MAX (W/2X4) (2) 2X4 No,2 SYP DIAG. 2x4 BLOCKING BETWEEN BRACE Wl (3)12d @ EA. TRUSSES WHERE TRUSS(DIAG. BRACE TO X-BRACING IS PRESENT AT tx4 DIAGONAL COVER 5 TRUSSES) 4'4" O.C. (AT SHEATHING BTM.CHORD FOR STRAPPING 0'-0" TO 30'-0" (1) "X" BRACE) BRACING, SEE O VERIFY 30-1" TO 60'-0 (3)'7C" BRACE SECURE 2x8 PT. PLATE ``LL ````IIILLLLIII��� N PLAN FOR LOCATION U SECURE 2x6 PT. PLATE TO BLK W/ TRUSS PLAN (1)'W BRACE ® CENTER TO BLK W/ 1/2" DIA. Q a MAY NOT BE W/ 1/2" DIA. ANCHOR BOLT W/ 2" (2) "r BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2" t`+ d REQUIRED WASHER SET IN HIGH FROM CENTER TO END. WASHER SET IN HIGH STRENGTH EPDXY 6" MIN. 2x WOOD FASCIA, STRENGTH EPDXY 6" MIN. EMBED. AT 32" OC BTM. CHORD OF EMBED. AT 32" OC MAX. SECURE GABLE TO 2x8 P.T. SEE ARCHITECTURAL MAX, WOOD ROOF TRUSSES PLATE W112d's 8" O.C. MAX RE-ENG GABLE TRUSS SECURE GABLE TO 2x8 s P.T. PLATE W/ 12d's 8" CONE. POURED STIFFBACK (AS PER O.C. MAX LINTEL COURSE TRUSS ENG) CONT. 2x4 SECURED W/ (2)10d's Q EACH TRUSS TO BE INSTALLED 10'-0" O.C. MAX. 1M BTM. CHORD BRACING 6'-0" O/C END WALL OR OTHER MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF CONT. 2x4 SECURED W/ (2)10d's @ EACH 10-0" O/C MAXSECURED WI (2)10d DEPICTED SEE PLAN TRUSS TO BE INSTALLED @ 10'-0" O.C. MAX. SEE SCHEDULE FOR COMMON NAILS AT EACH CHORD BOND BEAM REQ. INTERSECTION TYP, BTM. CHORD BRACING GABLE END BRACING W/ PRE-ENG 6 SCALE:34"=1'-0 1 4 GABLE TRUSS @ CMU WALL SCALE: 3/4"=l'-0" BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS SCALE:3/4"=1'-0" NOTCH DEPTH IWO HOLE EDGE -SW THE USE OF ALTERNATE MATERIALS MAY BE OLE DIAMETER <2/5.0 SOL. STUD USED SO LONG AS THEY CONFORM TO THE OUTER 113F FOLLOWING SPAN ONLY HOLE EDGE >5/6' 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS _ A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (Ft AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE 011 THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, Ft, AND F2 I BTM. HOLE DIAMETER FORCES ALL AT THE SAME TIME, FLOOR TRUSSES NOT EXPOSED TO WIND ARE J PLATE < 3/5"D DBL. STUD SUBJECT TO F7 AND F2 FORCES. STUD NOTCHING AND BORING LIMITS 8 SCALE: i i/2"=1'-0" ALTERNATE MATERIALS 11 SCALE: 3l4"=1'-0" 1441 N. RONALD REAGAN Bl LONGWOOD,FL32750 PH: 407-7748078 FAX 407-774 4078 www.abdosigngroup.com L AA #: 0003325 F T fit a �ll auHDIV. & LOT SILVERADO LOT #36 BLK #18 PROJECT# 04128.002-36181 MODEIt 4EWB "1499—FREEPORT" GARAGE a1RNO: LEFT PACE: DETAILS llQ150 MP XP. 2x4 BLOCKING BETWEEN TRUSSES (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 5 TRUSSES) c 0'-0" TO 30'-0" (1) "X` BRACE \� 30'-1" TO 60'-0 (3) "X" BRACE PRE-ENG GABLE TRUSS (1) "X" BRACE 0 CENTER (2) "X" BRACE DIVIDED EQUALLY STIFFBACK AT ALL 2x SUM FROM CENTER TO END. UPRIGHTS OVER 4'-10" HIGH (AS PER TRUSS ENG) PLYWOOD SHEATHING, SEE "ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. 1x2, 2x WOOD FASCIAfENGINEEREDWOOD NNECTION PER SEE ARCHITECTURALSS MFG. 2x SECURED W/ (3)16d GALV. COMMON NAILS. 4" O/C, 1x2 SECURED W/ 10d DRAWINGS GALV. COMMON NAILS CONT. 2x4 RAT RUN 12"OIC AL SECURED W/ (2)12ds @ MASONRY BOND BEAM EACH TRUSS SEE SCHEDULE GABLE END PRE-ENG'D TRUSS W/ HIP RETURN SCALE:3/4""=1'-0" n PRE-ENGINEERED VALLEY TRUSS CONNECTION L SCALE: N.T.S. JUN 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-77445078 FAX: 407-774.4078 www.abdesigngroup.com AA #., 0003325 A C 1 i RZQ � 14 yy i Z KR Z 8LT8DIV. Ae LoT SILVERADO LOT #36 BLK #18 PROJECT* 04128.002-36 81 MODEU 4EWB "1499-FREEPORT" GARAGE BrIING: LEFT PAGE: DETAILS 150 MPH EXP. B DaWT "I ATM. 06/09/20 BCALE: 1/4"=1'-0" 8IiEET S3.1B ROOF WIND DESIGN PRESSURES to ZONE 1 = 8.97 PSF (19.97) ZONE 2 = 17.98 PSF (27.98) ZONE 3 = 33.53 PSF (43.53) "A'= W-V END ZONE DISTANCE BASIC WIND SPEED: 150 MPH WIND EXPOSURE: "B" RISK CATAGORY: 11 APPLICABLE INTERNAL PRESSURE COEFFICIENT 10.18 ROOF DUPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7116" O.S.B. OR 112" COX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 518 COX EXT. PLYWOOD, WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND Bd RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE r 8d GUN NAILS G 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. Ah ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. DIAL SHANK TENSILE STR. SHANK 8d RING SHANK, 2 1/2" 0.120" 170,000 (16.20 RINGS SCREW SHANK PER INCH) 8d SCREW SHANK 2 112" 0.120' PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 TOP CORD BLOCKING AT 4' 2. INTERNATIONAL STAPE, NAIL &TOOL O.C. MAX. IN FIRST 2 FRAMING ASSOCIATION (ISANTA) ESR-1539 SPACES AT EACH END. RAFTER OR TRUSS ROOF SHEATHING EXTERIOR SHEATHING USE 112" CDX OR 7116" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4' O.C. TOP & BOTTOM PANEL AND Sd RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7116!'ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. O l� ol a zLU Z0 W YC Q d �O z K SKI RING SHANK GUN NAILS Q 4" O.C. TOP & BOTTOM EDGES • J z ' o Z n W , LL P=i0 D Z. . 1 / y Q z . I'1111111111111,-' �_',, ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING 8d RING SHANK GUN NAILS 6- O.C. IN FIELD A IN A 1 ( . TO BE STRUCTURAL GRADE Sd RING SHANK GUN NAILS @ 12" O.C. IN FIELD or 8d x 2 1/2" SCREW SHANK PNEUMATIC SCREW -NAILS @ 12" 0.6.jN FIELD J\ 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 SHALL BE 31C. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WTH JOB SPECIFICATIONS AND WOOD. ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT pRDVIDE 6%WR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES,DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2017, 8M EDITION ALL EXPOSED EDGES Of CONCRETE ARE TO BE CHAMFERED 3A'. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, AC1318-14, BUILDING CODE REQUIREMENTS PROVIDE 64AL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UIDERALL SUBSONGROUND WHERE INDICATED ON CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. Fb =1100 PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, ACI 530.13/ASCE 5-13 AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2011. ASCE 7-10 AND AISC SPECIFICATIONS DRAWINGS SEAMS LAPPED 61NCIES AND SEALED NTH ADHESIVE TAPE. ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NONSTRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORM -WORK CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL 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 WITH ACI 347, W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT 'RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN W OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2017, 681 EDITION, SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL.DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYp 92. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S 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 -DOWNS. 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 par 20 psf TOP CHORD -rKm-DonculreM 10 psf BTM CHORD H1 oorIDuR61x DEAD LOAD DEAD LOAD 15 p9f TOP CHORD 20 Per TOP CHORD (7 psf w/ ASPHALT SHINGLES) (10 psf w/ No GYPCRETE) 10 Pa<STM CHORD 5 psf BTM CHORD DEAD LOAD TO RESIST WIND UPLIFT: 10psf BALCONY LIVE LOAD 60 Psf STAIRS LIVE LOAD 40 psf WELDED WIRE MESH: WELDED WIRE MESH, SHALL BE ASTM A185, GRADE 85 AND BE PLACED IN ACCORDANCE WITH THE ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH T CHAIRS SPACED 3'-0.00, EACH WAY. REINFORCING STEEL REBAR SHALL BE ASTM A615 GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A616 GRADE 60 IN MASONRY 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 SPECIFICATIONS. CONTRACTOR $HALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION, HORIZONTAL AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD UPS ARE SUBJECT TO ENGINEER'S REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: 94 BAR - 25" 96 BAR - 36" 85 BAR • 30' #7 BAR - 42" PROVIDE 36' x 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS FOR ADDITIONAL INFORMATION. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT 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 -DIPPED GALVANIZED, DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, -DESIGN NATIONAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND "TPIAITCA BCSI V COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED WOOD TRUSSES. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT WALL. TRUSSESIGIRDERS TO COLUMNS AND WALLS FOR APPROVAL. WIND: DEAD LOAD SPEED ={NIp13- SECOND GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING (ASCE 7.10 (FBC R2017) EXPOSURE B, RISK CATEGORY II) INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE, DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10psf, UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS & ALL TRUES/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE AND DECKS: 40W, GUARDS AND HANDRAILS: 200ps1, GUARD IN -FILL COMPONENTS: 50paf, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: 50paf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30Ps1, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND FULLY DIMENSIONED ERECTION 40paf MASONRY: PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES" (ACI 5301 ASCE SfTMS 402, BUILDING CODE REQUIREMENTS FOR THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS OF THE CONTRACT DOCUMENTS ONLY, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER. COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE f. = 1500 PSI. BLOCK SHALL BE PLACED USING AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED, SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED THE WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MD(SHALL HAVE A MAXIMUM 31W WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W/A SLUMP OF B" TO 10". USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATION! SITE PREPARATION' FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 pat, FOOTING TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM 0-270. HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 96%OF THE SWILL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL CELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY REINFORCING. SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE LAP VERTICAL REBAR B X BAR NO. (48 BAR DIAMETERS)., U.N.O. CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL STRUCTURAL STEEL: BE MADE BY THE GE0.TECH. ENGINEER. THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE CONCRETE: SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: BTH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM ASS, Fy = 35 kal FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A500, GRADE B, Fy = 46 kal. STRUCTURAL PIPE SHALL BE ASTM53, GRADE B, TYPE E OR S, Fy - 35 ksl. TUBE AND PIPE 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. 3.000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURALTERRADE SLAB. CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL CONCRETE PLACEMENT, CONCRETE SLUMP SHALL NOT EXCEED 5' H-PRIOR TO THE ADDITION OF PLASTICIZER OTHER BOLTS SHALL BE ASTM A325-N BOLTS WITH WASHERS UNDER THE TURNED ELEMENT, BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD, CONCRETE 8141LL COMPLY WITH ALL THE REQUIREMENTS OF ACI 301 AND ASTM C44 OR MEASURING, MIXING, TRANSPORTING, ETC. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROMWHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SMALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE REQUIRED CONCRETE COVERAGE OVER REBAR SWILL BE AS FOLLOWS: A 3' FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH(FOUNDATWNS): B. FOR CONCRETE EXPOSED TO EARTH ANDIOR WEATHER 1AWFORMANDSMALLER T FORA6 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3W FOR SLABS, WALLS AND JOISTS 1417 FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLIG SIZE TINE 9PACMp REMARx3 APPUdTxIN SRE TYPE 9PACMG REMMKB —F.—TO CASE HARDENED FAIL OARAGEDWRBUCI( 1lA•DW. rAPOON MASONRY I-EMBED.,1"E.-T.. MASONRY/OONC. NAIL 11?LONG. e, To—, NOWASHER FASTENER POM 111Y'EDGE WT. E.,AL. E%T. DOORS CASEHARDEN o— POIC WIA]DWIDD01"FASTENED OMwGE DOOR &MIX 1/1'ON. WI "PA— BOLT b"dG PEMBED.,�"ENDD." ix Pf, 9Ef NOTES NAILi1lP LONG. STAGGERED INTO MABONRV/CDNC. TO MA90NRYICONC. WASHER 3EDGE019T. D uY—To CONTACT THIS ENGINEER FOR SPACING aPw"T',Ds°eeNM'oms Iii ION.. sTAoo° AED i'NTo AsolmFriAca'BNOED REQUIREMENTS EXT, SWINGDWR q1Y18OK TAPCON' lr= 11(Y EMBED,PEM. NONBEARING W000 1!I' E%PANSxM1 ]'EMBED. A"END YAK BUOKxx R,9EENOTEa WASHER FA9TNER DIST., I VY EDGE DIET. WALL TO CONC.9LAB W/WASHER BOLT 019T., ]"EDGE OBiT. a PrwlNDow BUCK 0.1]B°PAF 1rP DMT.,11? xx POIC A"END. PT TO ST TE. L., 9FE WI WASHER STAGGERED EDGE DIET. NOTE B NOTIBB 1 STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. lx MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-7746078 FAX: 407-7744078 www.abdoslgngroup.com AA #: 0003325 N a a 1e C � yy a i LL_j BUDDIV. Se LOT: SILVERADO LOT #36 BLK #18 PROJECT 04128.001-36181 8[ODmu 4EWB "1499—FREEPORT" GA %AOE BIWMG: LEFT PAGE: DETAILS 150 MPH EXP. B 0 12 D—ATM- 06/09/20 SCALE: 1/4"=1'-0" ET s�Es N1 W