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HomeMy WebLinkAbout35690 Burma Reed Dr99 91828-4EBB-CAL19 ,VIiH PREVAILWO yr gtULT1 A 3..'. CODE, r..SC_rgjC�9{ g.�V HOMES oc� 2 or 12602 TELECOM [DRIVE, TAMPA, FL 33637 T4&1: (813) 740-9720 Fax: (813) 740-9715 • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS .(rjp= MMDM �, R MEMM. ABV. ABOVE LAV. LAVATORY DATE DE9CRIPiTON DR HORTON HOMES 12602 TELECOM DRIVE TAMPA, FL 33637 TEL: (813) 740-9720 FAX: 813 740-9715 ( ) STH 1MN (=7) •�u. llocn. nNn �A'� oontes .00CUPANCY - RESIDENTlAI GROUP R3 -CONSTRUCTION TYPE - VB •�• INTERIOR FINISH - CLASS B •BASIC MD SPEED — Vult=150 MPH Vasd=116 MPH :EXPOSURE _ B •i-STORY RESIDENCE •2-STORY RESIDENCE - MAX, HEIGHT AS PER LOCAL A/C ADJ AMP. BD. CL CAB. CLG. CLR CONC. CPT. C.T. D. DBL. D.G. DLl AIR CONDITIONING AD78RNA L AMPERAGE BOARD CENTERLINE CABINET CEILING CLEAR CONCRETE CARPET CERAMIC TILE DRYER DOUBLE DUAL GLAZED DIAMETER LUM. M.C. MIN. M.T. MTM MTL. N.T.S. O.C. PL P.B. PH. PLT. PLYWD. PR P.T. LUMINOUS T MMADICINE CABINET MINIMUM METAL THRESHOLD MOUNTED METAL NOT TO SCALE ON CENTER PROPERTY LINE PUSH BUTTON PHONE PLATE PLYWOOD PAIR PRESSURE TREATED O MA8 CD'S low ARCHITECTURAL SHEET DESCRIPTION ton Fec UPDATE PG Cl—COVER SHEET PG GN—GENERAL NOTES PG Ai —FLOOR PLAN PG A2D—ELEVATION "D" PG El —ELECTRICAL PLAN PG P1—PLUMBING PLAN PG Ml—MECHANICAL PLAN OmAs CD* IRE -MOM 02410 SIDW3 ELEYATIONB ADDED CD'8RE-QED OMIBIB FOOTNGREVI610NPERM BOYEB 06121/16 CD'SRE-WINED 07/" ADDED GAFBLW FOOTER AT GARAGE DETAIL (FORT MTERB) 02MAS PLANMANIENMIM AND STATE CODES DIM. DISP. DP. DR D.S. DTL. D.W. EA. ELEV. NO. EEXXH. F.GJFX. F.G. FIN. FL R FLUOR. FP_ °R' GA. GAR DISP. G.F.I. GL DB TENSION DISPOSAL DEEP DOOR DOWNSPOUT DETAIL DISHWASHER EACH ELEVATION EQUAL ex'ER oR FIXED GLASS FUEL GAS FINISH FLOOR FLUORESCENT FFOO INGDOOR GAUGE GARBAGE DISPOSAL GROUND -FAULT CIRCUIT INTERRUPTER GLASS R. BAD. RA.G. REP. RM. RO. S.C. S.D. S.H. SHT. SHWI SIM. SL. SL. GL. STD. EWE TEMP. THK. T.O.C. T.O.P. T.O.S. TOP RISER RADIUS RETURN AIRGRRL REFRIGERATOR REFRIGER ROOM ROUGH OF SOLID CORE EXTDR SMOKE DETECTOR SINGLE HUNG SHEET SHOW SHEARING SIMILAR SLIDING SLIDING GLASS STANDARD SHEAR WALL SECTION TEMPERED GLASS THICK TOP OF CURB TOP OF PLATE TOP OFSLAB TYPICAL 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 WA8—WALL ASSEMBLY DETAILS 034M REVISED LINIEL SIZE AT FRONT EIM DOOR • STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.H. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-8078 Fax: (407) 774-4078 M4/19 ADDED ADDITIONAL RECEPTACLE IN GARAGE PER WLL BATSON IMELBJ SQ.FT, CALC.'S M4Ae REYMED WYAC YDL WU ON 8GFT CALL 804EDULE (MELBA d"A9 ADDED WENORMOW DEEPFOOTER'DETAIL II/81.IA(OIL) LWMG t828 ea FT GARAGE 430 ba PT. 80 PT LANAI 88 13Gi F7. TOTAL 2 362 8!2 FT. 06QIA9 ADDED LED LK•NIS•KITCHEN 4BATH PER MANaICDaNEB OVIVII ADDED STONE oPr1CN ELEvaT1CN c D crArrw 0MM ELEVATION Y'' SIDING -ADDED LOUVER • GABLE ROOF 10lJ5/19 ADDED OPT. 6'•O' CEILING HEK�NTB OY M RRB REPLACE USP CatECTOIRSSTW WN CO"CTORB �roVlB REVISE ENCAVENT RADON PLAN DRfr�1SIONS "ftU OPT. 8'•0' CLG. WGT:DD AWED LED LWT IN FOYER 044WO OPT 8'-V CLG. W.T. ELEVATION 'C'• REVISED WEIGWT OF ARBD"Y 05/pb/10 ADDED ELEYATION81'4,~'/CRu STRUCTURAL SHEET DESCRIPTION . GYP. BD. H.B. H.C. HOR. NSUL.RHT INT. GYPSUM BOARD HOSE BID HOLLOW CORE HEADER HEIGHT INTERIOR . U.N.O. VP. W. Wo. WDW W.I. UNLESS NOTED OTHERWISE VAPOR PROOF WASHER WITH WINDOWTER WROUGHT IRON OVEIRO ADDED ELEVATIONS T1G'-T1H'•Ti6' (ORL) PG Si —FOUNDATION PLAN PG S1.lA—DETAILS PG S1.2—DOWEL PLAN PG S1.2A—DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. 1F ANY ASPECT OF THE CONSTRUCTION (AS PG S2—LIFT BEAM PLAN AND NOTES DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUIID THIS PROJECT BASED ON THIS PG S2.IA—DETAILS PG S3—FRAMING PLAN DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR PG S3.IA—DETAILS INFORMATION) TO THE ARCHITECT OR ENGINEER FOR PG S3.1B—DETAILS CLARIFICATION. PG S3.1C—DETAILS AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY PG SN1—DETAILS 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 ONSTRUCTION BASED ON THE DRAWING SET. 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAK 407-7744078 www.sbdesigngroup.com AA 8: 0003325 e o i• a StMDIV. de LOT SILVERADO LOT #50 BLK #18 Pnoa=T 04128.002-50181 IMGDEZA 4EBB "1828—CALI" GARAGE SV MG: LEFT PAGE: COVER SHEET 15 PH EXP. B GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 6111 EDITION, (2017). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 67FH 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 % 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 AND/OR SHALL BE KEPT DRY $O 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 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 B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1.3/8INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1' MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 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 /rINCH 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, LINO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, 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 ROOFMALUFLOOR 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. 3. CONDENSATION LINES SHALL BE MINIMUM %' PVC (SCHEDULE 40), INSULATED WITH I/V 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 NTH 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 COVFJRi11'8 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 EVERIORFN4IBHEB 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %' THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 & ASTM-C1063-12a. 3. LATH & ACCESORIES PER ASTM-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. FRR;E REBIBTANT 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 U2' 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 GROUPS SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUPS SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE 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. 1. EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.) ARE TO BE INSTALLED SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 6Lh EDITION, (2017) R703.1.21.1 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 W W Wabde818n9F0UP.corn L AA 0: 000332E h m r c cl aunDm At LIT SILVERADO LOT #50 BLK #18 PROJECT# 04128.002-50181 MODULO 4EBB "1828-CALI" GAR"E 8WING: LEFT PAGE: GENERAL NOTES 150 MPH EXP. B DxwT 'I ATZ: 07/27/20 DCA=: 1/4"=l'-O" 9IEEE P GN j' nnnuMm■i FLOOR PLAN SQ.FT. CALL. S LIVING 1,828 SQ. FT. GARAGE 430 80.PT. ENTRY Ib SQ. FT. LANAI 88 SQ. FT. TOTAL 2i62 SQ. FT. NOOiAD01gMMDL0M75 BMID 6F0■MEFORM>EO0ID01818 CPEIaMe 3011NE ZDIE M■WHMM VA N MM■ MD7M°E FOOTME MIN. WINDOW IV S 24/-33 CRITERIA EXTERIOR SWING 18 5 24/-31 DR. MIN. CRITERIA SGD. MIN. 41 5 23/-29 CRITERIA 16010 0,14D. 112 5 1 20.4/42.1 BASIC RIND 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 BTH ED. (2017) R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. OMMM DAID OW s K V-4'* DBL. TOP PLATE 9 in BAR DETAIL A SCALE: V2'.I'.01/2'.P-m ARCH DTL. B SCALE: 1/2 • I'-C' SCALE: 1/4' " I'-0' NOTE: -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGIO BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8' (35 MM) IN THICKNESS, SOLID ORHONEYCOMD-GORE STEEL DOOR$ NOT LESS THAN 1 3/8' (35 MM) THICK, OR 20-MNUTE FIRE -RATED DOORS. 1 N. RONALD REAGAN BL LONGWOOD, FL 327W PH: 407-774.8078 FAX 407-774-4078 www.abdeslgngroup.com AA 8: 0003325 Ilt S< F StMDM S. LOT SILVERADO LOT #50 BLK #18 PROJECT/ 04128.002-50181 MODELc 4EBB "1828-CALI" GA>eAGE 91FMO: LEFT PAGE: FLOOR PLAN 150 MPH EXP. B 07/27/20 1 1 BCALE: 1/4-=i'-0- 1 Al HGT. FYPON LVI2X24 OR EQUIVALENT COACH LIGHT 12 bt �-.o- L� FRONT ELEVATION SCALE: 1/4 • I'-C' TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS PER FOCR RI03A SHINGLE ROOF MOON EIKTIIXII OR EQUIVALENT -'^ ib'X62' FYPON DECORATIVE SHUTTERS OR EQUIVALENT I I �4' RAISED SAND (TYP-) o,0'-0' FIN. FLR 0'-0' FIN. OFF RIDGE VENT N 0'-0'FIN. FLR. OFF RIDGE VENT LEFT ELEVATION SCALE: 1/4 - I'-0' TEXTURED FINISH OFF RIDGE VENT I' • 0'[IF F-1 'a N 0'-0' FIN. FLR RIGHT ELEVATION SCALE: -1/4- I'-0' TEXTURED FINISH OFF RIDGE VENT ARFAOFATTIC - 236450. Fr. NET FREE VENTILATION AREA REQUIRED a I/3m REQIAREDVENTIATION AREA 2364 AM = 7.38 VENTILATION AREA X SO, INCHES PER Fr.(144) = 1134.72 S0, IN. MIN. REQUI RED VENTILATION .5X 113Q72 IN UPPER PORTION OF ATTIC - 56736 SO, IN. OFF RIDGEVENTILATION AREA 125 SO. IN. FERVENT 56736 /US TOTALNOF VENTS REQUIRED 4933S/ TOTAL ROf VENTS PROVIDED 5 •AREA OF ATTIC ISTHE PERIMTTER OF THE HOUSE IE55 THE OVERHANG (EXTERIOR OF WALLTO EXTERIOR OF WA NO OVERHANGS IN0.UDED _,bS'-S' BRG. HGT. 10-1101 SUM LMMMI UK WA 7F,11� LMII OFF RIDGE VENT .0. REAR ELEVATION SCALE: 1/4 - P-0' TEXTURED FINISH A8� Io0'-0p FIN. FLR. .. / 2 I I N N DECO. DTL. A SCALE: 1/2 - I'-0' '-0' FIN. FLR 1441 N. RONALD REAGAN BLVD, LONGWOOD,FL32750 PH: 407-7746078 FAX: 407-7744078 www.abdosigngroup.com AA $: 0003326 J p F N C St73DIV. de Lol SILVERADO LOT #50 BLK #18 PItOJr.CT 04128.002-50181 MODs>� 4EBB "1828- CALI" CA AGE 9WING: LEFT PALM: ELEVATION "D„ 150 MPH EXP. B 3 D � 07/27/20 sCALTE: 1/4"=1'-0" Ia1EICT A2 D ELECTRICAL LEGEND SYMBOL DEFINITION NOTES GeV CUTLET 20 AMP WMA POLE law CUTLET IIOV CUTLET IO OF aunAT mm TO OW4TUI am IIOV OUTLET SQUIP-MID #M1RC PAWL R/IGE#•IER (TAMPER IMPORTANTTYM) a@ 220V OUTLET (4) WM CCW41= LI �} WP EM. SATmwmwOP OUTLET QPWUO PAULT NTEIN#.4i MATCIL SUIITCN 9-WAY OPER �4 STITCH 4-41AY OPER WALL PIOW4Teo WONT CEILING LOW © LED CLO LOW ©V p LED VAPOR PROOF LIGHT O VP VAPOR PROOF LIGHT ORECEMD CAN eVENr. PAN I CRm PER On PT. PAN WON? NT I QPI PER erL PT. VAN" LISWI rOPacro Too BY INALOM 24 A ow ® AROUO rRE��ESED) PL reLw�Aa R•14T) AROUND FLYDPMOCSTT - 4' PLUORECW p 21 ►o--�v• 4' TRACK LIONT m PANEL PETER OS.D. wam DETECTOR YIL.US�YIBI WALL M� smom raY °E ® p CAPOM �OVWTOR OlTett- aMALL Nco O NOT LE" TWO 4• PDOANr LOW Ll� f NATURAL 6M jV TEAPH IE JACK DRCOI°ECT AR#. CONDITho4m W IF 00 CH F� TELEVIeKN JACK JACK CIII ei O J-EON TO SE SUPPORTED N AOCGIC*ICE YV EON MAR® AS UCH POR CELS& Sox fqEamm CELRNS PAMAJONT roA� U# B p[ MAMM AS Ii PDR A�Q 24' eNCAICESCSR LOW S11w O�aGGL1 u• OrcAl NF- LIGHT 1eP eTW nnnn�nnnn p• ReAhCOSCIW Law STEP ROOD LpNT OPT. MWOTY IaTPAD • PA PWN-EUTTON 1 POR 044'!S 1SS PORT • LOCATION OF TV JACKS 4 P 40M OUTLETS 4 PAIN TO eE VMFAWD • NOTlOYNER PM.4"TROTICN MEETNIL • ALL 0 4 20 AMP DRAWN CIRCUITS TO DE ARC PAULT PROTECTED PER ELECTRICAL PROVISIONS OP Blim "WICOAW LAUNDRY CIRCUIT. • ON • ISLAND (NOT ON KRCLM CSCWT) • OWNWASER DRCON OCT TO BE LOCKOUT N PANEL • BATHROOM E70i4lST PAN TO NAVE MN CAPACITY OF M CR7 INTERMITTENT PM ELECTItlCAL PROVISIONS OP SECTION �' PICOM GIYOIDID • LAUNDRY ROOM RECEPTACLE L IO REIRRUPIER PROTECTION POR PANT GSmL PERSOFIEL ON AEDE& ON • I•E1NOD BULL a NON METALLIC cAaLe PER ELECTRICAL OVISOW OFPSCR ATN IC r2RMt K=Tf • ALL IIOITO COMPLY WTN ELECTIeCAL PROVINONb OF E TWO ecle ATu eo r201111 • ELL LAN'!& SHALL EU SELECTED EY I9AL)]ER AND METER FIELD Miry v----------------------------- COACH LIGHT ELECTRICAL PLAN SCALE: 1/4' . I'-V / LED LIGHTING @ SINGLE LAV. • BATH 02 CEILING MTD. Lilo TO BE INSTALLED, PROVIDE J-BOX FOR OPT. PAN i I m I I I I a I I I I m I I OL I I I I _ I LED LIGHTING @ DOUBLE LAV. BATH 01 WP Panel MAIN -A PANEL: 8118%pert Weaker VOLTAGE: 120/24OV-lPh MAN: 150 Amp M.C.B FEEDER: 3-#1 CUTHWM S 1-#8 Cu (G) in 1 10 C. OR 3- #2A AL TFMM S 1-#S Cu (G) in 1 1/2' C. ; e sea A/C'" M A sp.a PANEL -A PANEL: 42 aL breaker VOLTAGE: 120 / 240 V -1Ph MAN: 150 Amp M.L.O. FEEDER 3. #1 Cu TFMM S 1. #8 Cu (G) in 1 VP' C. OR 3-#2/0 AL TH VN 51-#8 Cu (0) In 1 1/2" C. 49a IW—Hwx ABBREVIATIONS: MCI: ARC FAULT CIRCUIT NTERRUPTER NC: NON -COINCIDENT LOAD W: GROUND FAULT NTERRUPTER LOAD CALCULATION IS BASED ON AK NON -COINCIDENT LOAD `CU, TH N • M4 CU N 2• C0POWT I% CU N 2' CONDUIT OR 2AS AL 150 AMP ELECTRICAL RISER 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407-7746078 FAX: 407-7744079 www.abdeslgngroup.com AA M: 0003326 -r q rbr 6 b B7[7HDIV. ae LAOT: SILVERADO LOT #50 BLK #18 PROJECT# 04128.002-50181 MODa>� 4EBB "1828—CALI" GARAaE SWENIG: LEFT PAGE: ELECTRICAL PLAN 150 PH EXP. H NOT TO SCALE. C01'10MATON MRVICE I me A2'1• DRGONI1Ci SWTGI AID 0OR40 VMT amOR41 MGM M ELECTRIC METER N 11•�LSE A ELECTRICAL MATERIALS AND NSTALLATKNS SNALL NOMA SE S4cLoe1#MP PAtM. C40PMY SRTN ELECTRICAL PICVIi O THE EQlDgl11@Dd LOCAL CODER. AND ALL LOCAL FOYER COMPANY IIOYSMPI'VNM S. ALL CONDUCTOR& SNALL ES TYPE TWHRA N UNLESS { NOTED OTNRR M V 1RVfIOLE eEwvK7 CASES TSAIVISON O4n4INOE SERVICE ENTRANCE E6ET&NT ESERlR PCYlR COITANY /� � �� tRNJSPpe'EI! R4TE&TSTR1 SONDNG TERMNAL AT LOW GRADE VCLTAO! CCNECTIOAR DAR ar 07/27/20 aCAra: 1/4"=1'-0" PROVIDE L AMP, 120/24o MOLT, I PHASE eEC01O I v cU SEIEVICE GROYID CONNECTED TO EL2" CIA Al MXLR 0 PRDVOE s •1 COPPER rCIU N CONCRETE ENCAMP POOTER STM PM I-N- DU INUM (AL) O0 PVC CONDYR E PROVIDE s MA MCAL PROVO" OP THE B� BIiiEET 9M ALUIMM (AU N I DU SCOVIDED B PVC EQJZ��d '71 ELECT R uCOM SERVICE R PROVIDED ST THE IH, /' ELECTRIC COMPANY. CI401CW7! uTTN M lLECTIaO M" DUX • PT LONG COPPER CU.AD awallo ROO COMPANY PRIOR TO STD. 2 VTR I\ 11/2k i v2' \\ 1 wc 1 2.. LAY 17 1 3 I� I I 2 s in. KITCHEN sw W/ 2, VT AUTO VENT iina I IR -�2q 1 1 PLUMBING RISER DIAGRAM PLUMBING PLAN SCALE= 1/4 " P-®' TU15 TO 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32780 PH:407-774.6078 FAX 407-7744078 wwwAbdosigngroup.com AA B: 0003325 = m CS a 4 rb 6 b a av>OaIV & LOT SILVERADO LOT #50 BLK #18 PROJECT* 04128.002-50181 HOaEL: 4EBB "1828—CALI" OARAGE OWWO: LEFT PAGE PLUMBING PLAN 150 MPH EXP. B nA O 07/27/20 aCALE: 1/4"=V-0" O*m= P1 HVAC NOTES I. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SMALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL BEAMS SHALL BE SEALED WITH GLASS FAB t MASTIC. AND INSTALLED AS PER F 5C 6TH EDITION (2011) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 181 CLASS I AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET S. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC 674 EDITION (2011) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 6TH EDITION (2011) MECHANICAL CODE 603J 1.. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 403. S. ALL EXHAUSTED BATH ROOM$, 814ALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL. AIR EXHAUSTED. 5. ALL FIRE RATED CEILINGS AND WALLS SHALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO I"M RECOMMENDATION$ AND FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. 11, DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK — BROKEN LINE. RETURN TRUING 1 BALANCING DAMPER OR OBD 0 CEILING EXHAUST FAN CEILING EXHAUST FAN 7 LIGHT O/A OUTSIDE AIR 8 THERMOSTAT m PASS-THRU AIR GRILL NOTE ALL HVAC TO HAVE PROPER PANS W/ DRAINS SECURE STRAP TO CONC. CONDENSER ATTIC W/ (2)-3/6'X2' TAF'CONS UNIT 81MPSON WD ROLL STRAP OR EQUAL CEILING O O EXTERIOR WALL PLENUM T y AIR RETURN 4' CONCRETE SLAB SECURE STRAP TO UNIT W/ #SXl 1/4' $HT. MTL. $CREWS (2) SUCTION AND LIQUID AIRSUPPL.Y y PEP IGERANT LINES CONDENSER UNIT AIR HANDLER y CONNECTION TO PAD EXTERIOR WALL y 3/4' PVC CONDENSATE DRAIN LINE NOTE, MAIN COND. DRAIN 3/4, DIA. OVER HEAD • 12' FROM STRUCTURE EVAP. TRAY y PVC SLEEVE TO LINES BELOW BLAB T REFRIGERANT LINES TO PLATFORM RETURN CONDENSING UNIT TRAP ORAN LINE AND TERMINATE N AN APROVED DRAIN, AS PER FBCR 6TH EDITION (2011) MECHANICAL BLDG. CODE SECTION 3012.4 HVAC DRAINS SCORIATED NICKEL BRONZE FL. PL. FIN. FLOOR OR WALL O.INK CIO.PUG; GA. PLUG BEE SPEC. BRASS PLUG �—FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE $240-K J08AM 960M INSIDE SERIES NICKEL BRA86 TOP CAULK P,V.0 OPTI/BPEC FLOOR SLAB CLEAN -OUT (,TYR.) FIN. GRADE OR PAVING 1'-8•X8' CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED DEXT. GROUND CLEAN -OUT (TYP. MECHANICAL PLAN SCALE, 1/4 - I'-V NOTE, ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED AT OR ABOVE F.P.E. ELEVATION /i 1441 N. RONALD REAGAN SWD LONGWOOD, FL 82750 PH: 407-774-6078 FAX: 407-7744078 www.abdeslgngmup.com AA #: 0003325 lWi a c 1 b ar�ro 6 aUDDIV. at LOT: SILVERADO LOT #50 BLK #18 PROJECT 04128.001-50181 MODEIi 4EBB "1828-CALI" GARAGE 0111ING: LEFT PAGE: MECHANICAL PLAN 150 MPH EXP. B ���..�q�-�.r. 2X4 TOP PLATE Rsw T PRE -FAD TRUSS 1!Y CLG. 80ARD--/' Z 1/2' DRYWALL — , 7-'h- SECURE ST. — PLATE TO SLAB W/ ICd MASONRY NAIL • 32' O:C. MAX FIN. FLR 2X4 WOOD STUDS *24' O.C. SLAB NUIt: DIw7 IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN IS' O.G. OR NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' O.C. �1TYP. INT. WALL (NON— BRG. ) D1 SCALE. FIBERGLASS SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RW51.1 ON J' OAB. SHEATHING; OR }' COX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER TYP. ELEVATIONS O.H. VENTED SOFFIT f 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 5/8, GYPSUM BI OR IQ' HIGH STRENGTH CLG. BOARD 5' DIA. SLEEVE, DO NOT CUT BOND BEAM - SOLID GROUT W/ (1)- 05 (2) COURSE DO NOT CUT THE BOND BEAM REBARS m PIPE THROUGH BOND BEAM D1 SCALE: 3/4'•1'-0' SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL PER ELEVATION R-41 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING — STRIPS • 24. O:C. 8' CMII I/!' GYP. W-. BD: WOOD BASE — 0'-0' FIN. FLR. L a ti. Q' n W/ WINDOW OPENING H FIBERGLASS SHINGLES OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R9mb.0 ON J' 0.8B. SHEATHING OR i' CDX PLYWOOD SECURED PER FASTENER SCHEDULE eAuuc i10 ssAL LIE IYnc DriN N#aM LK a'D VMM �eD. woo YN 28GAS LINE THRU BLACK lQALeN N'•P•O` FIBERGLASS SHINGLES OVER @30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R9051.1 ON i' O.SB. SHEATHING; OR k CDX PLYWOOD SECURED PER FASTENER SCHEDULE —REFERENCE MTL. DRIP EDGE STRUCTURAL 2x FASCIA PER ELEVATIONS PRE-�' TRUes VENTED SOFFIT MTL. DRIP EDGE PRE-ENG. GABLE TRUSS WEEP SCREED 2x FASCIA PER ELEVATIONS 2x P.T. SECURED PER VENTED SOFFIT STRUCTURAL DETAILS 1/1' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 1/2' THIGK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY TYP. WALL SECTION NO OPENING NOTE: PER SECTION W5.1.1 - FOR ROOF I 4 1—STORY HIP BLOCK WALL (-2)—LAYER:UNDERI.ASYMENT SYSTEM D1 SCALE. 3/4'.1'-V' IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE 11, ASTM D 486S TYPE IV, OR ASTM D 6151 I'-m' TYP. ON. Iq' TWM 2 COAT - pomn AIO CR'DNT FLMM AMIM 011113 TL7 TO MA60NRY "m :O .� Zm— CORER DEAD v cmu m 6TIWC1IRAL role IaesoRCE'®e 2.6 YL ATTACNIC TO R.I. CELL M PM PR7011CT AfHlDVAL Dec. seALANr IsoD ; DACIW! a GARAGE DOOR JAMBS D1 SCALE:11/2'•1'-0' 2X4 SPF 24' OjC. MAX. SECURE W/ 121 12d NAILS • EA END 2x 15LOCKING BETWEEN TRUSSES FIBERGLASS SHINGLES PER STRUCTURAL DETAILS OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION STIFFBACK AT ALL UPRIGW GWEATHING OR CDX PER STRUCTURAL DETAILS PLYWOOD SECURED PER FASTENER SCHEDULE --PRE -ENG WD. TRUSS TYP• MTL. DRIP EDGE O.H. PER ELEVATION 2x FASCIA PER IF ELEVATIONS CONT. 2x RAT RUN SECURED PER STRUCTURAL DETAILS VENTED SOFFIT SEE ENERGY CODE FORMS FOR INSULATION R-VALUES PRE-ENG. GABLE TRUSS PER ELEVATION DEEP SCREED 51' GYPSUM BOARD OR 1/2' 2x P.T. SECURED PER HIGH STRENGTH CLG. BOARD STRUCTURAL DETAILS R-4.1 INSULATION I/2' THICK, 2 COAT WINDOW ATTACHMENT AS PER PORTLAND CEMENT MANUFACTURES SPECIFICATIONS PLASTER APPLIED DIRECTLY TO MASONRY - a e a a 0 n 14W/ WINDOW OPENING N Ix2 P.T. FURRING STRIPS • 24' O.C. 1/2' GYP. ILL. BD. v CMU WOOD BASE 0'-0' FIN. RR 4 . B TYP. WALL SECTION NO OPENING 5 1—STORY GABLE BLOCK WALL D 1 SCALE. 3/4'.I'-V i 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngroup.com AA N: 0003325 I I b b to E C Wom BUDDIV. de LOT SILVERADO LOT #50 BLK #18 PROJECT 04128.001-50181 MODEl,a 4EBB " 1828—CALI" GARAGE BMWO: LEFT PA0Z- DETAILS 150 MPH EXP, B DATE: 07/27/20 BCALffi: 1/4"=1'-0" BiiEET D1 1QEL 2X6 P.T. • C NTM O► DOOR HEADER SECURED UV fU V2' X V J-DOLT UV 4' MK E'10E01 EN, UV 2' X 2' X IM' UW"R 4 NUT OR UV (2) 1,12' X S' ANCHOR DOLTS UV 2' x 2'XVS' WAMER 4 NUT ® SEQUIM 2a4 ON RAT TO 8LK 1E UV MASONRY NAILS. 2X6 OARAM DOORK SECI14ED UV (5) V2' X S' J-DOLT OR ANCHOR ® DOLTS, UV 4' MK EMSEDI'ENT, UV 2- X 2' X 1/6' WASFER 4 NUT. (U UT14N i' OF TOP, (1) WTHN S' Or THE DTTI. 0)EVIDLY SPACED. 0 U] NOTES: ALL ANCHORS SHALL DE N ACCORDANCE TO MA"ACTISi "INSTALLATION INSTRUCTIONS WERE MLVMA MMT4ilGTIGrM ARE roW aTIn hAMT GARAGE DOOR I BUCK ATTACHMENT CMU DRYWALL 4' OR VX2' P.T. NAILER SECURE THOU FRAME 4 EXTEND 144' INTO BLOCK ❑ W/ W,' SHANK SIZTAPGONS (MIN. E .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I-Y4 WITHIN S' OF EACH END 4 16' O.C. MAX SPACING DOOR CASING `DOOR JAMB OR WINDOW ATTACH TO 2X PER MANJIFAGTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLOCK +3/4 OR +S/4 11DiDOW TO CK +9 4 OR +8 4 \liv SCALE: N.T.D. 2X4: m SECURE TO BLOCK W/ V&' TAPCONS OR (MIN. SHAWL SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') WITHIN VOF EACH END 4 I8OG. MAX SPACING. 2X6,= SECURE TO BLCr�K W/2-W6' TAPCONS(MIN. ANK SIZE .145 MIN. HEAD SIZ104DO MIN. EMBEDMENT 149 WITHIN V OF EACH END 4 g• CM 18' O.C. MAX SPACING V DRYWALL 2X&, ❑ I'X4' OR 1'X2' P.T. NAILER SECURE TO BLOCK WR-%' CASING TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 POOR JAMB OR WINDOW MIN. EMBEDMENT I Y4') ATTACH TO 2X PER WITHIN V OF EACH END 4 MANUFACTURE6 DETAILS. 18' Or- MAX SPACING. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4) DOOR JAMB TO BLACK +1- ���WDfD fR TO BLACK +1-11 " 2X4= SECURE TO BLOCK W/' TAPCONS (MIN. SHANK SIZE 145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Yi ) WITHIN 8' OF EACH END 4 NOTE; STRUCTURAL 2X ISO.G. MAX SPACING. MUST BE ON OUTSIDE 4 2X6® SECURED THROUGH SECURE BLOCK W/J-11(►' NON-STRUCTURAL 3(M' STO TAPCON MIN I Yi (MIN. SHANK SIZE J45 M15ED EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 8' cm MIN. EMBEDMENT I Y4) DRYWALL 8' OF EACH END 4 IS' O.G. MAX SPACING. OR OR I•X2' P.T. NAILER 2X&m 11 SECURE TO BLOCK W/2-w6l )(6' CAB. X 4' MIN. TAPCONS (MIN. SHANK SIZE .145 DOOR CASING MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y4) ATTACH TO 2X PER WITHIN 8. OP EACH END 4 MANUFACTURES DETAILS, 18' O.G. MAX SPACING. NOTE, SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Yi ) DOOR JAMB TO BLOCK +1-IS If r LRNDOR M BLOCK +1-18/ 8 " SCALE. N.T . 2X4mn SECURE TO BLOCK W/'V TAPCONS (MIN. SHANK SIZE .145 MR HEAD SIZE 300 MIN, EMBEDMENT I Y4 ) WITHIN 8. OF EACH END 4 NOTE, STRUCTURAL 2X IS' O.C. MAX 8PACING. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK Uk2-%' NON-STRUCTURAL ia' TAPCONS TAPCON MIN. WV (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Yi) 8. GMU WITHIN 8' OF EACH END 4 K' DRYWALL WI' O.G. MAX SPACING I'X4' OR I'X2' P.T. NAILER TO BLOCKK W/T-' SERESECURE CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y4) ATTACH TO 2X PER WWTHIN 8' OF EACH END 4 MANUFACTURES DETAILS. 18' O.C. MAX SPACING� -/A NOTE: BRIM AS NEEDED TO PLUM15 JAMB (DO NOT EXCEED Y4) DOOR JA)1B TO BLACK +2 1�4" /1 191NDOB TO BLACK +2 1/'4' UBGALE: N.T . 2X4= SECURE TO BLOCK W/ Vo' TAPCONB (MIN. SWANK SIZE J45 MIN. HEAD SIZE JIM MIN. EMBEDMENT I Y,') WITHIN 8' OF EACH END 4 NOT E: STRUCTURAL 2X NOT OZ. MAX SPACING. MUST DE ON OUTSIDE 4 2X18' 6m SECURED THROUGH SEA BLOCK WR-Il(r' NON-STRUCTURAL TAPCON MIN. 1-Y4 (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 • CMU MIN. EMBEDMENT I29 ' DRYWALL WITHIN 8' OF EACH END 4 18' O:- MAX SPACING. 'X4' OR IW' P.T. NAILER 2XD� SECURE BLOCK W/2-)1(4 DOOR CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) DOOR JAMB OR WINDOW WITHIN 6' OF EACH END 4 ATTACH TO 2X PER IS' O.C. MAX SPACING. MANUFACTURES DETAILS. DOOR JAMB TO BLACK +3" EE, N.Ts. 2X4= SECURE TO BLOCK V i(r' TAPCONS (MIN. SWANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 14') WITHIN V OF EACH END 4 NOTE, STRUCTURAL 2X 18' O.C. MAX SPACING. MUST 15E ON OUTSIDE 4 2X644o SECURED THROUGH SECURE TO BLOCK W/2-%* NON-STRUCTURAL TAF`C4VWmII%L SHANK SIZE TAPCON MIN. I-Y4 145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT 149 D, cm WITHIN 8. OF EAC I4 END 4 J4' DRYWALL 18' O.G. MAX SPACING. 2X8,m a I'X4' OR DO' P.T. NAILER SECURE TO BLOCK W/2-IJb' 2ND 2X SECURE TO TAFCONS(MIN. SHANK SIZE*�rl"TTACH STRUCTURAL MEMBER ri/(2I2d 14g WITHIN 8' OF EACH MIN. HEAD SIZE 300 ND 4 6' TO W O.G. MAX MIN. EMBEDMENT I Y4) OOR CASING WITHIN e' OP EACH END 4 OOR JAMB OR WINDOW 18' O.C. MAX SPACING. TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED )4) DOOR JAMB TO BLACK +3' F it +3" Or -ALE. N.T.G. 2X4= SECURE TO BLOCK W/Y4 TAPCONWMRL SHANK SIZE 145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 NOTE, STRUCTURAL 2X WITHIN 8' OF EACH END 4 MUST BE ON OUTSIDE 4 18' O:C. MAX SPACING. SECURED THROUGH 2>* m NON-STRUCTURAL 3(M' SECURE TO 15LOCK WA-1/4' TAPCON MIN. I-& TAPCONWMK SHAWL SIZE EMBEDMENT INTO BLOCK .145 MIN. HEAD SIZE 300 , GMU MIN. EMBEDMENT 149 ' DRYWALL WITHIN 8' OF EACH END 4 18' O.C. MAX SPACINCT. 'X4' OR I'X2' P.T. NAILER 2xsm 1111 SECURE TO BLOCK W/1-1*MANUFACTURES V OA$. X 4' MIN. TAPCONS (MIN. SH" SIZE J45DOOR CASING N. HEAD SIZE 300 MIN. EMBEDMENT I Y4)OOR JAMS OR WINDOW WITHIN V OF EACH END TTACH TO 2X PER 18' O.G. MAX SPACING. DETAILS. Hen.4r+4s,�4o ro rues a,rs,00 ner o•e�lp, DOOR JAMB TO BLACK +3-7/18" 11DiDOM TO BLACK +3-7 718" CT SCALE, KTA 2X4= SECURE TO BLOCK W/Ys' TAPGONS (MIN SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y♦')U WITHIN V OF EACHE; END 4 STRUCTURAL 2X 18' O.C. MAX SPACING. MUST OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK WA-1/4' NON-STRUCTURAL 'V TES TAPCON MIN. 1-Y4 (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) 8' CMU WITHIN 8. OF EACH END 4 A' DRYWALL 18' O.C. MAX SPACING. VX4' OR I'X2' P.T. NAILER 2X8m SECURE TO BLOCK WA-1/4' P.T. X 4' MIN. TAPCONS OOR CASING (MIN. SHAWL SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 TTAC 4 TO 2X PER I8' OTC. MAX SPACING. MANUFACTURES DETAILS. NOTE; SHIM AS NEEDED TO PLUMB JAM15 (D0 NOT EXCEED V) DOOR JAMB TO BLACK +3 3/4" M [AC + 4' H V_VSCALE, N.T.S. 1441 N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-774-W78 FAX: 407-774.4078 www.abdoWgngroup.com l AA B: 0003325 z U5 i BtMDIV. Olt LOT: SILVERADO LOT #50 BLK #18 PROJECT 04128.00 —50181 U0DMLA 4EBB "1828—CALL" OARAOS OWING: LEFT PAGE: DETAILS 150 MPH EXP. B In A 07/27/20 CA=. 1/4"=1'-0" *vr.LCT D2 PRODUCT APPROVAL LISTING SHINGLE (STANDARD) EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872A SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/32/2020 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 104S6.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10441.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11496.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 1149S.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13904.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10531.16 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2027 FBCR 12/31/2020 10655.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 1Z/31/2020 FL 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2017 FBCR 12/31/2020 FL 12019.1 KAYCAN LTD. PANEL WALLS SOFFIT 2017 FBCR 3/2/2030 FL36503.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2017 FBCR 3/2/2030 FL18644.2 MI WINDOWS & DOORS FIXED GLASS 2017 FBCR 11/18/2022 FL17676.10 MI WINDOWS & DOORS SINGLE HUNG 2017 FBCR 12/31/2020 FL 16982.3-R1 MI WINDOWS & DOORS SLIDING GLASS DOOR 2017 FBCR 12/31/2020 FL#153S3-R4 MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS 2017 FBCR 12/31/2020 FL#15353-R4 MI WINDOWS & DOORS WINDOWS VERTICAL MULLIONS 2017 FBCR 12/31/2020 FL 15076.1-RS GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2017 FBCR 12/31/2020 FL 5684.2 - R7 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.20-R4 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.2-R4 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5891.3-R6 THERMA-TRU EXT. DOORS 6'-8" EXTERIOR DOOR 2017 FBCR 12/31/2020 FL 7347.2 THERMA-TRU EXT. DOORS 8'-0" EXTERIOR DOOR 2017 FBCR 12/31/2020 FL 7630.2-117 THERMA-TRU EXT. DOORS SWINGING OCT. DOOR w/SIDEUTE 2017 FBCR 12/31/2020 FL 9223.5 - R7 THERMA-TRU EXT. DOORS SWINGING EXT. ONE LITE DOOR 2017 FBCR 12/31/2020 FL S891.4-RS THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR 21/31/2020 FL 10758.1-R7 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 20/13/2020 FL15216.1-R7 OWENS CORNING - RHINO U20 ROOFING UNDERLAYMENT 2071 FBCR 12/31/2020 FL 3792.2 LAMANCO, INC. ROOFING ROOF VENTS 2017 FBCR 10/4/2020 FL 10477.1-115 JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 13192.1-RS JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 13223.1-R4 JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 1326S.1-R3 JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 7006.1-R9 IKO SHINGLES 30 YEAR 2017 FBCR 9/6/2021 FL 158.1 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2017 (6th EDITION) BUILDING CODE INFORMATION SYSTEM D WWW.FLORIDABUILDING.ORG CONTROL DATE: 07/27/2020 d N. RONALD REAGAN BI LONGWOOD, FL32750 PH: 407-174-6078 FAX: 407-7744078 www.abdesigngroup.e m AA #: 0003325 r o a kj sXMDlV. as 1A7 SILVERADO LOT #50 BLK #18 PROJECT/ 041 .002-50181 MODEU 4EBB "1828-CALI" OARAOIE SWMG: LEFT PAGE: PRODUCT APPROVAL LISTING 150 MPH EXP. B DATE: 07/27/20 scAim: 1/4"=1'-O" SHEET D3 PR90R'ED CONTROL JOINTS FLANGE OF CONTROL JOINTS Td BE WRED TIED TO LATN a S' O.C. MAX /VIERTJ NOTE, DO NOT PASTEN CONTROL JOINT TO WALL EVEN IP STUD EXISTS BEYOND EXCEPT STAPLES W ' LEG MAY EE USED TO TEM SECURE 0ONTR01_ JOINT DUF&4 INSTALLATION —\ FASTENERS TO BE SPACED-7 •TOG MAX VERTICALLY / ]' TI411M 3 COAT CEMENT / \ PLASTER \ 4M LAYER 9. PORTIPEER BUILDING PAPER APPROVED PETAL LAIN FA6TEIED -1' IVERT.) O.C. MAX AT SA -PORTS UM LAYER 9, 671UCC0 WRAP WDOD SHEATHING LIAN 01 E W.A 4.4 LATH SNALL BE CONTftiou6 T14ROLfiI JOINTS BUT ISE STOPPED NO TIED AT EACH SIDE. PER ASTM CI065 PROVIDE 2X4 BLOCKING vm) 4 PLACED FLAT MAX. 6• TO S' \ FROM CONTROL JOINT WHEN CONTROL JOINT PALLS ON NOTE. \ L PASTENEM FOR LATH TO BE NAILS OR / i sTR41URAL sTUp STAPLES, IN COMPLIANM W) ASTM CI063 r 2. WIRE TIES TO BE MO. W OID416' ONM 5. NLOCCIN6 SHOWN MAY BE IN ADDIT17 \ TO WALL STUDS REQUIRED PER PLAN OL 110LD NIIYp • R. • O L POND #*WM • FT. A ®Pq,D L 01111,411111111 • P,! P" OL POND aalkAm • ® L MW NIWC • PL A PR.4 7.0lAIE 2. CPWAQ • let. 0 • tK. ■ 1 CIPIAR6 • PT. c 1C IAN•Pr.0 4POW PT.c OYM Pr. a PT.0 TQMa 11101I1OM RA M a6 4 • TF SOTrom RANN WTM TgNt HSAL. FOLD. GQ tlaart. rLAw►n /Na NOTE, APPROVED 01IRLDINli WRAI° SMALL 2101 LAPPED A MINMM OF 6' • VERTICAL LAPS (ROLL ENDS) 4 6' • NDRIZONTAL LAP& ALL SEMIS NE® TO �! TAPED WTH PORTIBER 6MEATNIN6 TAPE LATN VERTICAL LAP TO BE P n n—r-n FETAL LAIN WRB LAYER R. 6Tuceo I1RlAP �LAI%RTPIEER / �BUILDMG PAPER � I I 2 AP SCALE. I VJ•.1'-0• VERTICAL LATH & PAPER DETAIL uvw NOTE, SMAn SIDE LAPS OF METAL PLASTER BASES SMALL BE SECURED TO OURI.DP FRAMINS MEMBERS. PAPEF TNEY !MALL BE TIED IRTH 00416-IL (121-144) STd= WRE AT INTERVALS NOT MORE THAN 6' l22'—I'MA AS, PER ASTM CI065 1/)). (9) KICKOUT F; RK,.A,ROlsTSAM DETAIL IN Y LAYERS, TEARS MAY BE PATCHED WMOU6E WRAP TAP! PER rww 6"r- OR PEEL a 6TICC P TNIM 3 COAT CEMENT PLASTER METAL LATH UM LAYER 4, FORT•IBER BUILDING PAPER STOOD SHEATHING WOOD SHEATHING OR CMU WRES LAYER al, STUCCO WRAP (FRAME ONLY) R.AOM5i0i (COMP AT1OLE Will NO= WRAP MATERIAL) IAL) OVER APPROVED MOUSE WRAP. lLAS4N5NdL TO EXTEND ONTO PIP! CUT AND OVERLAP ONE SIDE OF / SELF-ADFERM MEMBRANE —� FLA6HING STEP sl MSTALL PASTENERS (CLIPS, STRAPS, STAPLES) AS, REQSR.1 TO SECURE PIPE) WIM TO FRAMING N.T.S. 'r. N�� 6'x6' 6ELF-ADIIRRKi MCMBRAME FLA&AM 1CO'RPATIBLE 11) WOUSE WRAP MATERIAL) OVER 4lc4• GENE-ADFEPtM MB'lRATE PLAS14MG OVER APPROVED FROU6E WR4P. FLASNSG TO EXTEND ONTO PIPP UM LAYER 7. PORTFIBER BUU.DMG PAPER METAL LATN 6'Xb' 6ELP-ADSERMG PLA6MMG OVER 4'X4' SELF-ADFERM6 T'EP'IBRAPE '4'X4' SELF-ADFERM PIMISRAPE PL.ASHNO OVER APPROVED HODS! OW. PLASNNG TO EXtlND ONTO PIPE COW. BEAD OF SEALANT AIR SECTION PER SECTION RM.? ESdefler IaYPYn and •YaYran Exterior ties or ponland cement pester shall comply w th the appkrenon regUremervts of ASTM C 928-12A. Installation of exterior lathing and fremtrg ahW comply with ASTM C 108312A. OF THICK, 3 COAT CEMENT N PLASTER(FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) LEGEND METAL LATH (FRAME ONLY) LAP UIRS 4 TAPE OVER DRAINAGE PLANE (WR5 ROOF/WALL SCREED LAYER "l, STUCCO WRAP) ? 5'X5' 'L' TYPE CONTINUOUS WR5 LAYER 02 (FORTIFI5ER ..... - - - AL FLASWING INAIL TOROOFDECK, NOT 5UILDING PAPER) WALL SHEATHING) '+ CAP SHINGLE - DO NOT NAIL, METAL LATH X—X—X—X INSTALL WITH ROOF CEMENT NPA STUCCO L-L' - Y ROOF CEMENT (� I ROOF PER ELEVATIONS WOOD SHEATHING PI �QROCF. N,IS..cneN. SELF—ADHESIVE FLASHING — — — — — — NOT METAL LATH: LATH TO 5E PER SECTION oLOIIl � °A R7103.7.1 /ASTM C-84-1-09, MIN. 2.5 LBS. PER 50. YARD (UTILITY OR NOMINAL OrJ "L" FLASHING LATH DOES NOT MEET 5PECIFICATIONS) N.T.S. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-774-6078 FAX: 407-774-4078 www.abdeslgngroup.com AA 6: 0003325 s Pi T 6 5 5 y A a l� No BUDDIV. Be LOT. SILVERADO LOT #50 BLK #18 PROJffiCTT/ 04128.002-50181 MODML: 4EBB "1828—CALI" Owlswcas swsrTa: LEFT PAOIS: WALL ASSEMBLY DETAILS 150 MPH EXP. B I D � 07/27/20 SCAL>c: 1/4"=1'-0" sHEET WA1 BACKER ROD BACKER ROD WRB LAYER 01, STUfle WRAP INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. WCURI-CE OF FLASHING TO BE, L BOTTOM, 2. SIDES. 3. TOP VENT CAP 16 TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY, SEALANT IS TO BE TOOLED SO AS TO DEFLECT WATER AWAY FROM JOINTS. E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINT6 AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ON ALL SIDES, Ys' CAULKING • JOINT ALL AROUND PER SECTION R703.7 Exbwlor IathMa and des4ar610 Exterior use of pordand cement plaster shall comply with the application requirements of ASTM C 926-12A. Installation of exterior lathing and framing shell comply with ASTM C 1063-12A. HOODED VENT i' THICK, 3 COAT CEMENT PLASTER METAL LATH WIRE, LAYER 4, FORTFISER DUILOING PAPER WOOD SHEATHING DRYER VENT (FRAME) LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER - - - - - BUILDING PAPER) METAL LATH X—x—X—x STUCCO WOOD SHEATHING: SELF-ADHESIVE FLASHING - — — — - NOTE: METAL LATH: LATH TO BE PER SECTION R"103.11 / ASTM C-641-OS, MIN. 2.5 LBS. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH h' SELF ADHESIVE OVER TOP 1 SIDES SELF FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT • TOP 4 SIDES 6B DRYER VENT (BLOCK) BUILDING PAPEF OVER 'QUICK FLASH' PIPE THROUGH WALL 6' SELF ADHESI1 FLASHING (INSTA PER MAN,F. SPE BUILDING PAPS! UNDER 'QUICK FI A VENT PENETRATION SCALE: N TA. ELEC. METEF VERIFY LO NICCN IV Ii-L'=IYC STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION -ELEC. METER FIELD VERIFY LOCATION APPLY STUCCO SCRATCH COAT AND ONE (I) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM C'GREAT STUFF' OR SIMILAR) APPLY A SILICON 'j—BASE SEALANT AT POINT I I THAT ELEC. WIRE PENETRATES -PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER 49, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW CUT SUCH T14A NO MEMBRANE ENTERS BOX, APPLY TO FAX EDGE APPLY E-Z OVER 6m M' GRADE 'D' FELT-PROVI SEALANT Al JOINTS AND INTERSECTIC rMASO�IRY D SHEATHING LATER -1, CO WRAP LAYER 02, FORTIFIBER DING PAPER METAL LATHWOOD CONSTRUCTICNH WOOD TlN TO WOOD STRlC1URAL DER • 'P O.C. MAX O K' MID•WALL 11-17 PGGNKED IDE STRIP SELF 4MVE FLA6V4ING, CLEMI ONBOW APPLYING HORIZONTAL WEEP SCREED (FRAME TO BLOCK e' WRB LAYER h, STUCCO WRAP CUT 'X' INTO SELF-ADHERNG Y MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WM LAYER h STEP 4*1 STEP *2 7777t_� ILIRS 01, STUCCO cco WRAP APPLY 6m MN - GRADE C1 FELT OVER SELF -ADHERING FLASHING OVER APROVED HOUISEWRAP STEP #3 ® �MELMBRANE FLASHING I WRS LAYER'2, FORTIFIBER BUILDING PAPER STEP #4 ELASTOMERIC COATING OVER STUCCO/ G.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH VIL STEP 05 STEP No OELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD, LONGWOOD,FL32750 PH: 407-774.8078 FAX: 407-7744078 www.abdosigngroup.com AA S: 0003325 J b O F LVERADO OT #50 LK #18 MCTX1r8.002-50181 X.c 4EBB 28-CALI" GE OWING: LEFT 1PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B 11020 a07/27/20 1/4"=1'-0" A2 LEGEND DRAINAGE PLANE (WRB LAYER "I, STUCCO WRAP) WRB LAYER *2 (FORTIFIBER - - - - - - BUILDING PAPER) METAL LATH x-x-x-x STUCCO SELF-ADHESIVE FLASHING - - - - - L 2 1/2' k �T CORNER BEAD (FASTENER 4 SPACING * l' O.G.) CMU V THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY / � R�CORNER BEAD � BLOCK J& 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407.77"078 FAX: 407-7744078 wwwabdosigngmup.com AA M: 0003325 a aVBDIV. As LOT: SILVERADO LOT #50 BLK #18 PROJECT* 04128.002-50181 MODEL• 4EBB "1828-CALI" GARAGE awING. LEFT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B D � 07/27/20 aCALE: 1/4"=1'-0" aI3EET WA3.40 LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — • — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING eiyow raeTrcN WOOD SWEATHNG DSAIMER THEIR I,KSI&TIVE eAATWR MOIST" !4• x l�Y, •��LAJ� aoMb /, / \ _ApNERMy KAGWIN[ RNG L \ j 4EAT EIe IREVOTIVE MAPSTARTER&TRIP / \\ \\ BARRIER PEMTIVE \�\ y SrLAOELFF- HERNG \ — ' OALVV METAL 6ALV'D FETAL •Z• FLAAHNM •P PLA&HNG USTRIMM MEMBER \ ` / \ / yg CASM xi WOOD TRIn M!I"e!R CAP \ ` / Ole APPRovEc &B ANT SIDING TO STUCCO ® BLOCK TO FRAME ,�� TRANSITION 1 a7 WOOD SHEATHNG WEATHER RLMI&TIVE BARRIER BARRIER -2 SONG / / I \ O' GE NG HERINS BOARD 4 BATTEN a SPLASHN� -ADFEIRINS ` 0 A1 THER RESISTIVE STARTER STRIP / \\ `\ DER RESISTIVE \ fligiNifft on a.as LP--ADHERNG \ oALV'D METAL 6ALV'D METAL 'Z• PLASHNG W FLAGWNG HARDE TRH PER ELEVATIONCAOM `•-„ V / \ HARDIE TRIM PER ELEVATION \ `6EAL OAP W C.AIS.I M \ / OR APPROVED SEALANT CAAM SIDING TO STUCCO ® BLOCK TO FRAME 24 TRANSITION i441 N. RONALD REAGAN BLVD LONGWOOD,FL32750 PH: 407-7744078 FAX:407-7744078 www.abdesWgng-up•com AA S: 0003325 174 a ru NUHDM as LOTil SILVERADO LOT #50 BLK #18 PROJECT* 04128.002-50181 MODELS 4EBB "1828-CALI" GARAGE 8WING: LEFT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B I I I I 1 1 1 \ \ \ —2x6 SUB-BANb W/I'x4' NOTCH o END, WRAPPED IN PEEL 4 STICK —DRIP EDGE �\ I\ —1/8' TEXTURED I \ FINISH ! WOOD I \\ 1/2' TEXTURED \ FINISH ® CMU ! \\ i' METAL FASCIA \ . � WRAP Ye' FROM \\ STUCCO, I' FROM \ ------------------.-----' �a WOOD WALL \ \` r EXTERIOR WALL \\ (FRAME OR CMU) \ NOTE: NOTCH FOR 2X6 \\ SUB BAND ONLY ®ELEVATION ,/9' TEXTURED FINISFI • WOOD, 1/2' TEXTURED FINISH CMU METAL LATH METAL FASCIA WRAP' WOOD SHEATHING OR Cm LLlRB LAYER h, STUCCO WRAP (FRAME ONLY) — WRB LAYER 92, PORTIFIBER BUILDINGs PAPER (FRAME ONLY) 2X6 Sty SAND ROOFING CEMENT D RIP EDGE © FLAN B METAL KICK OUT ROOF KICK OUT REMOVED \\ FOR CLARITY _ \ ROOF DECK (BEYOND) ' \ DRIP EDGE, I' OFF WALL (NOT INTO STUCCO) `�'I/8° TEXTURED FINISH / WOOD, 1/2' TEXTURED VEND, FINISH o CMU 2x6 SUB -BAND W/I'x4' NOTCH 6 WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP 1' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL ©PLAN A FIRE-ENG'D TRUSS TO BE CUT 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 AL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL 3° x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x J . 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 f< x x xx x x .. . SUB BAND DETAIL O WALL W/KICK— OUT �ME 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/11 'x4' NOTCH e END, WRAPPED IN PEEL 4 STICK ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY AME OR CMU 4LL KICK -OUT FLASHING 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 W/Wx4' NOTCH END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdoeigngtoup.com L AA #: 0003325 J b b �g m � 1 4A lu F 0 aTtJHDIV. de LOT.il SILVERADO LOT #50 BLK #18 PRDJMT# 04128.00 —50181 MODEIe 4EBB "1828—CALI" GARAGE DWING: LEFT PAGE: WALL ASSEMBLY DETAILS: SUB —BAND %150 MPH EXP. B D � 07/27/20 aCAILS, 1/4"=1'-0" aiiEET Yd A6 3 1.1 39'-R" 28'-8" 11'-0" 91-8„ '-4" — , — — — — FM-12XI12 — — — — — — FM-12X18 — w 4" CONC. a �I SLAB w � w F-24X24J *31/2 -� 0. I 1011, 1.1 I EXTEND—"'FM-12X18 1 SLAB 1 11T I 11 I I 'T I . I I N SLAB I� I I I 'I I I �I I I 1 �I I I• 151-8" 5'-0" 19'-0" 4" PVC 1 CHASE �'•fl— L— — — — — 5 112 4" i I 17'-8" 2'-8" 3'-W 5 I I• EXTEND 2 1.1 SLAB 1 1/2" — — 4" CONIC . FM-12X18 -.�) W SLAB I I *71/2 2 0 _J FMC-12X18 " FM-12X18 — — — — — — — FMC-1 18 — 1. 11 L — FM-12X18 J — — — — — 0 4 a 1.1 i.l 2'-8" 16'-0" 2'-8" 4'-4" 3'-10" 10'-2" 21'4" 14'-0" 39'-8" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS, SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +4-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-0'-0", SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.OINDICATED #5 BAR, 0^ INDICATES #6 BARANDICATES #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 j OF SLAB SUPPORTED X-O" 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 W1.4xW1.4 OVER GENERAL 3 117' 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FM-12x12 12" CONTINUOUS 12" - ) s + X-0" FM-12x18 12" CONTINUOUS 18" (2 #5's (+)!1'-0" FM-16x18 16" CONTINUOUS 18" - s + ^-0" MC-12xi8 IT CONTINUOUS 18' - s VARIES 2 s s (_ 4^ FOUNDATION PLAN SCALE: 1/4" = V-0" A 1441 N. RONALD REAGAN 81 LONGWOOD,FL32750 PH: 407-774-6078 FAX 407-774-4078 www.abdosigngroup.00m l AA #: 0003325 1 4 7yx �O 6MW V MMDIV. & LOT SILVERADO LOT #50 BLK #18 PROJECT 04128.00 -50181 MODEL. 4EBB "1828-CALL" GA %AGE S1►ING: LEFT PAGE: FOUNDATION PLAN 150 MPH EXP. B nw� 07/27/20 SCALE: 1/4"=1'-0" eiIEET s1 30" MIN. EACH WAY MONOLITHIC FOOTING Z I,' z STEEL REINFORCING IN GROUTED � STEEL REINFORCING IN GROUTED — CELL SEE PLAN FOR SIZE AND Q a CELL SEE PLAN FOR SIZE AND • Q 0 SPACING REOUIREMENTS }t O SPACING REQUIREMENTS v_ Q�Q m U '_ •^ �v_ GARAGE DOOR RECESS w W y� a. 0 N Z 8" CMU WALL O 8" CMU WALL I CORNER BARS, SAME SIZE AS LARGER BAR co W W B" O Fi +- 0'-0" . IN FOUNDATION WITH 30" LEG EACH "11'! • W U +- 0'-0" J WAY AT ALL CHANGES IN DIRECTIONS y - TOP OF SLAB I ., rl SO THAT THE STEEL REINF. IS CONTINUOUS �.Wff MATCH AMOUNT OF CONTINUOUS BARS CURB FOR EXT. PORCH SLAB ` SEE SLAB SCHEDULE 4" CHAMFER (I -STORY) — 18" EXT. PORCH SLAB SEE SLAB SCHEDULE= TOP I� "- v CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE MASONRY UNITS SET >�p. AT ELEV: W/ 1/2"ISOLATION JOINT (WHERE a 6"CHAMFER (2-STORY) #4 24" W/ 1l2" ISOLATION 4' CHAMFER (1 STORY ) Il" W CHAMFER (2-STORY) a �WHEN 0'-0" APPLICABLE) Z SEE SCHEDULE #5 30" JOINT (WHERE: APPLICABLE ) Z •' ✓: EE SCHEDULE a NSITIONS ARE MADE FROM FOUNDATIONS HAVING i FOR WxD, BAR SIZE p6 36„ FOR WxD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AND BAR QUANTITY AND BAR QUANTITY NUMBER OF BARS (ie. 2 TO 3, PROVIDE.2 BARS), LINO #7 42" 12 EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE scALE:3a"=1-0' 2 @ GARAGE SCALE:3/4"=1'-0" CORNER BARS DETAIL 4 DOOR OPENING SCALE: 3l4"=1'-0" SCALE: 3/4"=1'-0" LAP TOP PLATE A MIN. OF 48" LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON AND NAIL W/ 16d COMMON HEIGHT NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT EI NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL PLAN LAP TO OCCUR OVER STUD OF WALL PLAN W 0 a I 2x4 OR 2x8 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE 2" CAPPED > � NEW REINF. BAR No 2 STUDS SEE PLANS FOR SECURE ST. PLATE TO SLAB W/ 4/r PLANS FOR SPACING. SINGLE GALVANIZED PIPE O a SECURED W/ 2- PART � SPACING. SINGLE BTM. PLATE tl2'k0' WEDGE ANCHOR W/ 2" BTM. PLATE TO BE PT. W/FLANGE BASE a g EPDXY. MIN. EMBED TO BE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH PROVIDE OBL. TOP PLATE SECURE BT. PLATE TO -+ Q 8", LINO PLATE EPDXY 5-1/2" EMBED. MIN. 0 16" OC SLAB W/10d MASONRY 4 FOLLOW ALL MANF. = SIMPSON SPH4 OR SPH6 MAX. NAIL 18" OfC STAGGERED. in C SPECIFICATIONS FOR to I BTM AND TOP PLATE ADDITIONAL METAL = USE AND ANCHORS W/ 10d x 1 1f2" CONNECTORS NOT SECURE FLANGE TO SLAB W/(4)1f4" X 21/4" F- PREPARATION OF CO HOLE. COMMON NAILS FILL ALL y REQUIRED WHEN NO UPLIFT IS PRESENT. TAPCONS w HOLES, DO NOT USE 10d w N Lu g�0 x X' SEE SLAB SCHEDULE SEE SLAB SCHEDULE Q ,QQ TOP OF SLAB .. :.:01 TOP OF SLAB . 4" CHAMFER (I -STORY) �: 6"CHAMFER (2-STORY) a,�_ e +�_,�—a _a a e EQ. EQ. SEE SCHEDULE EQ. EQ._--SEE SCHEDULE BOLLARD FOR WxD, BAR SIZE FOR WxD, BAR SIZE 5 ADDING BAR TO AND BAR QUANTITY AND BAR QUANTITY SDALE:34„=,'-0" MONOLITHIC FOUNDATION 7 INTERIOR CURB FOUNDATION WOOD WALL INTERIOR CURB FOUNDATION WOOD WALL 8 6 scALe:a4"=10 (W/ UPLIFT) SCALE:3/4"=r'-0" (NO UPLIFT) SCALE:3/4"=1'-0" LAP TOP PLATE A MIN. OF 4&1 AND NAIL W/ 16d 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 5 WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. SECURE ST. PLATE TO SLAB W/10d MASONRY NAIL O 0. C PROVIDE OBL. TOP PLATE 16" O/C STAGGERED. W U ADDITIONAL METAL d CONNECTORS NOT Q /n 8" CMU WALL REQUIRED WHEN NO UPLIFT IS PRESENT. m Z + -0" POURED LINTEL CONT. (TYP.) ;. 8" CMU FILLED CELL (TYP.) �+0'' OF SLAB SEE SLAB SCHEDULE N . 2X WALL FRAMING .Ila SEE SLAB SCHEDULE 1/2" DIA. SIMPSON STB2 BOLTS 5" +- 0'-0' Z Z — • MINIMUM EMBEDMENT INTO TOP OF SLAB o= 'ISOLATED" COLUMN PAD GROUTED CELL, 4" FROM ENDS AND m I a •� CENTERED UNDER WALL AND 16" O.C. VERTICALLY MAX .a POURED MONOLITHICALLY WITH FOUNDATION AND SLAB `r� SEE SCHEDULE SEE SCHEDULE FOR WxD, BAR SIZE FOR WxD, BAR SIZE AND BAR QUANTITY AND BAR QUANTITY I, x COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO INTERIOR FOUNDATION WOOD WALL AND COL. PAD 9 SEF0202T11!NG BLOCK WALL CONNECTION SCALE: 3/4"=1'-U' (NO UPLIFT) SCALE: 3/4"=1'-0" SCALE: 3/4"=V-0" i"I N. RONALD REAGAN 81 LONGWOOD,FL32750 PH: 407-774.6078 FAX: 407-7744078 www.abdosigngmup.com AA S: 0003325 C b b r 4A Q BUBDM & LiOT: SILVERADO LOT #50 BLK #18 PROJECT 04128.002-50181 MODELA 4EBB "1828-CALM" GARAGE 8MRIQG: LEFT PAOE: DETAILS %150 MPH EXP. B DRMT AB: 07/27/zo BCALE: 1/4"=1'-0" s*w1w S1.1A DOWEL PLAN SCALE: 1/4" = T-0" d N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-7746078 FAK 407-774.4078 www.abdosigngroup.com AA C. 0003325 14 2 � k�k 6 IlvsDiv & LoT SILVERADO LOT #50 BLK #18 PROJECT 04128.001-50181 MODEIe 4EBB "1828-CALI" GARAGE 8VnNG: LEFT PAGE: DOWEL PLAN 150 MPH EXP. B DltDFT AB." 07/27/20 BCALE: 1/4"=1'-0" B*IEET S1.2 TIE VERTICAL RESAR TO HORIZONTAL REBAR W710" HOOK GROUTED BOND BEAM PER CLEAN OUT REQUIRED FOR INSPECTION • ) TIE VERTICAL REBAR q . • °q . - TO HORIZONTAL .q.:' REBAR W/ 10" HOOK BAR SIZE 48 BAR DIA. Zcr LLI >O #4 24" m U #5 30" #6 36" #7 42" HORIZONTALNERTICAL � REINFORCING SCALE: 3!4"�1'-0" EXT. PORCH SLAB W/ 1/2" ISOLATION JOINT (WHERE APPLICABLE) 6" PVC CHASE — THRU FOOTING z as 0} U �a 0' m z O 0 51 , -- 0'-0 + '-0" TOP OF SLAB q - TOP OF0SLAB SEE SLAB SCHEDULE W - BAR SIZE 48 BAR CIA. > q 4" CHAMFER (I -STORY) 18„ O q - , q .• q 6" CHAMFER (2-STORY) • #4 Z MATCH STEEL g REINFORCEMENT PER SCHEDULE 36 6" PVC CHASE THRU FOOTING MATCH STEEL SEE SCHEDULE REINFORCEMENT FOR WxD, BAR SIZE PER SCHEDULE AND BAR QUANTITY PVC CHASE 4 THRU FOOTING SCALE: 3l4"=1'-0" STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 8" CMU WALL -0 CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS 1 7 k F SILVERADO LOT #50 BLK #18 PROJECT 04128.001-50181 MODMU 4EBB "1828-CALI" GARAGE EWING: LEFT PAGE: DETAILS 150 MPH EXP. B DAM 07/27/20 SCALE: 1/4"=V-0" w*mwr S1.2A FRAMING NOTES: 1. U.N,O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W1(9) 1Od x 1 1/2" HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 WI (8) 1Od x 1 112" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W71Od 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 P8536, .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. BEAM SCHEDULE OMMM INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM/ 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 fc (psi) SIZE WxH, REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 8x8 (1) #5 WA GROUTED SOLID SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 6l>s av4s ensa eP14as enoaa ePSHr nra • T4T' (421 PRECAST 2231 4'-0' (481 PRECAST 1IM W-W (54') PRECAST 162I 11?4' (641 PRECAST 1217 V-10` (70') PRECAST — Ta' (7n PRECAST 906 r-r (6D1 PRECAST 743 94' (112) PRECAST 554 104r (12r) PRECAST 475 Ill-W (13r) PRECAST 382 1r-W (144') PRECAST 337 I" ("V) PRECAST 226 11r0 (1661 PRECAST 279 14'4S (1761 PRFBiRMBED N.R. 1S4' (1841 PRESTRESSED N.R. 1r4" Wn PRESTRESSED N.R. la-c (23r) PRE811ffi88ED N.R. 21'4' On PRESTRESSED NR 2r-0' (2641 PRESIRIMED N.R. 24'-0' PREBTREBBED =f-7M=r7-"= O�mOmOm 0000mom OD®OmO� ���0000 moovmoo ��0000m os�■�0000 '0moma�r mm�0��0 mmoomc�-ter OB�000m0 OB0�0�00 ommom�*!�r_ oommaoo 0�m®�00 OB0���00 ODmiL.7m00 B�Bv00BT',._7�0 ©O0�m00 �Om�mmO �©BaBO©B1r:70 �OO�Om� �BVBIvlBIi7©0� "MEN""" 0 Bv�©BVB0B0© D��i�000® B©Bv0�B0B©Bv 00�0®00 B©0©Bli7B1700 -p- 174 ai 1 40 1 U4 1 4N I lam (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. ALL VALUES TAKEN FROM SAFE LOAD TABLES' BY CASTCRETE MAY 2015 EDITION • ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECFICATM SAFE 8" PRECAST & PRESTRESSED LOADS FU-LIOR NTELS I I SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS /MA SAFELOAD 6MV-6MA 1 SAFE LOAD - POUNDS PER LINEAR FOOT T-r (42') PRECAST 1025 1024 1MB Td` (421 PRECAST NO On PRECAST 7M 7M 1300 r4r (or) PRECAST 4'4P (641 PRECAST 692 691 1073 r4' (54') PRECAST V4' (e41 PRECAST 411 411 745 S4' (84") PRECAST F-10' (M) PRECAST 340 339 618 S-IIr (70') PRECAST S4r (76') PRECAST 607 721 490 S4P (7B') PRECAST r4Y (W) PRECAST 424 534 303 ra' N01 PRECAST Y4' (1121 PRECAST 320 512 230 44' (1121 PRECAST 10'4r (126) PRECAST 264 401 180 104r (12" PRECAST 11'4- (13W) PRECAST 200 402 154 W-C (1W) PRECAST 12-V (144') PRECAST 244 402 IV 1r4r (144') PRECAST 134" (160) PRECAST 217 324 110 1T4" (160") PRECAST 14'0 (1661 PRECAST 206 7A3 100 Ir4r (16C) PRECAST /r2' (176) PRESTRESSED NR 281 W Ir-r (1761 PRESTRESSED JEW (IWI PRESTRESSED NR 259 83 1S4' (1841 PR661%88� lr4' C106") PRESTRESSED MR 194 64 1r4- wn PREEnmem 174' Mn PREVIEWED N.R. 148 62 1!4' (232) PRESItESM 21'4' (2M') PRES1RE88® N.R. 125 42 21'4' Mn PRE6TRFS8ED 27-V P41 PRMiiEBED NR 116 40 2r4r 00411 PRE 24'4r R61") PRE N.R. S1 33 1 2P4r RM1 PRSBTRE38® (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. - PRECAST PRODUCTS BY OTHER13 TO MEET OR EXCEED VALUES STATED A • PROVIDE MINIMUM P OF BEARING PAST EACH SIDE OF WINDOW OPENING !-_____ -___________-___- -1T/-m BENS-1T/OMI08 ____—_-_-__-_ I -iT/OM/OBI 1 1 1 1 1 % `♦♦ 1 i-I 1 `♦ 1 I �1 1 `♦ I b1 1 ♦ I u.l 1 ♦. GT I 1 r �♦ I ,`♦ ' I 1 `♦, 1 1 0 1 `♦ i ' `♦ I �`♦ ' 1 4op `♦ 1 I 1 `♦ I ♦V 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 I 1 1 I 1 1 Io I� 1 1 1� 1 I° 1 1 1 1 1 1 1 1 LINO, PROVIDE BB1 WHERE 1 ROOF TRUSSES BEAR, TOP 1 I OF WALL EL. 8'-8", UNO. 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 1 1 1 1 I 8F8- 1 I 1T/OM/0B 1 1 1 1 1 GT 1 u : !i i!: iwli!iS _ LIFT BEAM PLAN SCALE: 1/4" = l'-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesipgmup.com AA #: 0003325 r y� b b a Ip BVSDIN & LOOSILVERADO LOT #50 BLK #18 ROJECT#1 04128.002-50181 MODELa 4EBB "1828—CALL" GARAGE BNTNG: LEFT PAGE: LIFT BEAM PLAN AND NOTES 150 MPH EXP. B NOTES TO THE INSPECTOR/CONTRACTOR #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10" #5 BAR IN BOND BEAM CORNER REINFORCING OF BOND BEAM SCALE: 3/4"=V-0" F = FILLED Wl GROUT •�\A�� U =UNFILLED NOMINAL WIDTH NOM0 HE GIHT OF #5'S, TOP IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE 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, UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP, 8x8 BOND BEAM W/ (1) #5 BAR GROUT SOLID FROM — # OF #5'S, IN 2ND BOND LINTEL TO TOP OF BOND BEAM COURSE BEAM, IF FILLED LINTEL. THAT XFXX - 1T/l WOB INDICATES A DOUBLE BOND BEAM # OF #5'S, BOTTOM AND XFXX - 1TIOM108 INDICATES A SINGLE BOND BEAM PLACED IN LINTEL IT IS THIS ENGINEER'S INTENT AND XUXX-1T/1MI0B INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL WINDOW PRE -CAST' WINDOW �' SILL Z SLOPE a TYPICAL MASONRY WINDOW SILL CONSTRUCTION 8x8 PRE -CAST CONCRETE — LINTEL W/ (1) #5 BAR (1-2) LENGTH OF BAR = WIDTH OF OPENING - 2" OR 8x8 PRE -CAST CONCRETE LINTEL, W/O STEEL (Li) REFER TO PLAN FOR LOCATIONS BOND BEAM �8 1#5 TYP. 8"06" BOND BEAM •,. 8xl6 DBL. BOND TOP OF BEAM Wl (1) #5 BAR III BOND BEAM'� EACH COURSE TOP OF BOND BEAM TOP OF OPENING SEE NOTE 5 MASONRY 2 BEAM DESIGNATION SCALE: 314"=1'-0" PRECAST HEADER(MIN) 2x4(MIN-3116 TAPCON OR DRIVE PIN (MIN SHANK MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 114") 8" FROM EACH END AND 16" O.C. MAX. MIN 1-1/4" EMBEDMENT 2x6 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4") 8" FROM EACH END AND 1 B" O.C. MAX. MIN 1-1/4" EMBEDMENT 2x8 (MIN 2X 3)23M6 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING — 114") 8" FROM EACH END AND SECURE TO SHEATHING W/ 18" O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BLK. EA. END EMBEDMENT OSB SHEATHING WALL 5 ARCHWAY FRAMING DETAIL SCALE: 3/4"=l'-0" SINGLE #5 CORNER BAR, 3OX30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM PROVIDE #5 BAR SEEL REINF. OF AT EACH SIDE T OF ELEVATION BOND. BEAM CHANGE CHANGEIN ELEVATION OF BOND BEAM 1441 N. RONALD REAGAN BLV LONGWOOD, FL32760 PH: 407-7748078 FAX: 407-7744078 www.abdosigngroup.com AA #: 0003325 11� � � m 4 aUBDM ac L/OT SILVERADO LOT #50 BLK #18 PIMDJZCT 04128.001-50181 MODau 4EBB "1828-CALL" aARAOS aRiNO: LEFT PAGE: DETAILS 150 MPH EXP. B DA 07/27/20 aCAL m: 1/4"=1'-0" axaET kli.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/ 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 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 (Al'). 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 20 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177"' x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS, 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. FRAMING PLAN SCALE: 1/4" = 1'-0" 1441 N. RONALD REAGAN St LONGWOOD,FL32750 PH: 407-774.6078 FAX 407-774-4078 www.abdesigngroup.com L AA N: 0003325 rr [ ip gb- aunDly as LOT SILVERADO LOT #50 BLK #18 PROJECTip 04128. 02-50181 MODEL• 4EBB "1828-CALI" GARAGE 8WING: LEFT PAGE: FRAMING PLAN 150 MPH EXP. B 3T DATE: 07/27/20 aCALE: 1/4"=1'-0" BHEET s3 A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH (9)10d x 1 }" NAILS TO TRUSS B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH (12) 16d x 1 }" NAILS TO TRUSS DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH (16) 10d x 3 }'NAILS TO GIRDER AND (2) SIMPSON HETA16 TRUSS ANCHORS WITH (12)16d x 3 � NAILS TO GIRDER lx2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/ (3) i6d GALV. COMMON NAILS. 1x2 SECURED Wl 10d GALV, COMMON NAILS 12"O/C MASONRY BOND BEAM -� SEE SCHEDULE PLYWOOD SHEATHING, SEE # 1100 UPLIFT SIMPSON "ROOFANALL/FLOOR HTSM20 W/1010d TO SHEATHING TRUSS AND (4)1/4" x 2 1/4" FASTENER SCHEDULE" TITEN 2 ANCHORS TO CONT POURED LINTEL NOTE: A PT SYP #2 2" x 4", It 1900 UPLIFT (2) SIMPSON 6", 8" x 4'-0" MAYBE ADDED HTSM20 INSTALLED ON PREENG TRUSS WI 10d NAILS, 2 ROWS, 3" OPPOSITE FACES OF O/C TO FACILITATE ONE BLOCK WALL W/1010d TO ADDITIONAL PLY MAX. TO TRUSS AND (4)114" x 2 1/4" ACCOMMODATE TRUSS TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM ANCHOR REQUIREMENTS. CONT POURED LINTEL ENGINEERED WOOD TRUSSES 0 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT = U:1810 LBS, 1- 770 LBS (1 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, 0430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) TYPICAL TRUSS/ 1a 1b 1c GIRDER CONNECTOR(S) =V-0 (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN BRACE W/ (3)12d 0 EA.ft(2)10d TRUSSES WHERE TRUSS (DIAG. BRACE TOX-BRACING IS PRESENT AT COVER 5 TRUSSES)4'4" O.C. (AT SHEATHING 0'-0" TO 30'-0" (1)'W' BRACESEAMS) 30'-1" TO 60'-0 (3) "X" BRACESECURE 2x8 PT. PLATE (1) "X" BRACE @ CENTERTO BLKW/ 1l2" DIA. (2) "X" BRACE DIVIDED EQUALLYANCHOR BOLT W/ 2" FROM CENTER TO END,WASHER SET IN HIGH 2x WOOD FASCIA,STRENGTH EPDXY 6" SEE ARCHITECTURALMIN. EMBED. AT 32"OC MAX. 3E-ENG GABLE TRUSSSECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" STIFFBACK (AS PERO.C. MAX TRUSS ENG)CONT. 2x4 SECURED W/ 's @ EACH TRUSS TO BE INSTALLED 10'-0" D.C. MAX. SEE SCHEDULE FOR BOND BEAM REQ. BLOCK WALL W/ GABLE END PRE-ENGD TRUSS SCALE:34"=1'-0" NOTCH DEPTH 114'D OLE EDGE>5/8" THE USE OF ALTERNATE MATERIALS MAY BE OLE DIAMETER 2/5'D SGL. STUD USEDSO LONG AS THEY CONFORM TO THE OUTER 113SPAN FOLLOWING HOLE EDGE >SW 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS UPLATE A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (Ft AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP I5 NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 HOLE DIAMETER FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE < 3/5"D DBL. STUD SUBJECT TO F1 AND F2 FORCES, STUD NOTCHING AND BORING LIMITS 0 SCALE: 1 1/2"=1'-0" sALTERNATE MATERIALS SCALE: 3/4"=1'-0" TITEN 2 ANCHORS MIN. 2" COVER 8 2" APART REPAIR OF MULTIPLE 3 MISPLACED EMBEDDED TRUSS ANCHOR SCALE: 3/4"=9-0" 1441 N. RONALD REAGAN BLVD, LONGWOOD,FL32750 PH: 407-774.6078 FAX: 407-774.4078 www.abdesigngroupcom AA #: 0003325 bk C iTa � 6 i: L L..... OM avHDrv. ae L0714 SILVERADO LOT #50 BLK #18 Tip 04128.002-50181 MODEL." 4EBB "1828-CALL" GARAGE aWMG: LEFT PAGE: DETAILS 150 MPH EXP. B PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0" O.C. (AT Q PRE-ENG'D WOOD SHEATHING SEAMS) (BLOCKING TRUSS (TYP) @ 24" O.C. NOT SHOWN FOR CLARITY) MAX Q FOR STRAPPING Q VERIFY SECURE 2x6 PT. PLATE TO BLK W/TRUSS PLAN W/ 1/2" DIA. ANCHOR BOLT WI 2" WASHER SET IN HIGH STRENGTH EPDXY 6" 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 Q EACH TRUSS TO BE INSTALLED @ 194' O.C. MAX, GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL 8 SCALE: 314"=1b" 1441 N. RONALD REAGAN SL LONGWOOD, FL32750 PH: 407-774.6078 FAX: 401-774.4078 www.abdeslgngroup.com L AA B: 0003325 F h C b b rPao DDIV. ee LAT:ILVERADO LOT #50 BLK #18 imCT1/ 04128.002-50181 MODZU 4EBB "1828-CALI" GARAGIC 8WING: LEFT PAGE: DETAILS 150 MPH EXP. B (2) 2X4 No.2 SYP DIAG. — BRACE WI (3) 12d ® EA. TRUSS(DIAG. BRACE TO COVER 5 TRUSSES) 0'-0" TO 30'-W (1) -W BRACE 30'-1" TO 60'-0 (3) "X" BRACE (TX BRACE 0 CENTER (2) "X" BRACE DIVIDED EQUALLY FROM CENTER TO END. PLYWOOD SHEATHING, SEE — "ROOFNVALL/FLOOR SHEATHING FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO, 1x2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/ (3)16d GALV. COMMON NAILS. lx2 SECURED W/ 10d GALV. COMMON NAILS 12" O/C 20 BLOCKING BETWEEN TRUSSES `` WHERE X-BRACING IS PRESENT AT SECURED W/ (2)12d's 0 MASONRY BOND BEAM —` �"—'� EACH TRUSS SEE SCHEDULE GABLE END PRE-ENG'D TRUSS W/ HIP RETURN SCALE: 314"=V-0" PRE-ENGINEERED VALLEY TRUSS CONNECTION 2 SCALE: N.T.S. J&I 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-77"078 FAX: 407-774 4078 www.abdeslgngroup.com AA M: 0003326 A q m 4 aunDrv. de L07 SILVERADO LOT #50 BLK #18 PItOJ>6CTp 04128.002-50181 MODEL.: 4EBB "1828-CALI" GARAGE EKING: LEFT PALM: DETAILS 150 MPH EXP. B - I w GABLE-END ROOF WIND DESIGN PRESSURES NET(GROSS) ASCrr-M ZONE 1 = 8.97 PSF (19.97) ZONE 2 = 17.98 PSF (27.98) ZONES = 33.53 PSF (43.53) "A'=,V-w END ZONE DISTANCE BASIC WIND SPEED: 150 MPH WIND EXPOSURE: 'B" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT+- 0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7116" O.S.B. OR 1/2"CDX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 5/8 COX EXT. PLYWOOD, WITH Ed 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 8d GUN NAILS 0 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. DIAL SHANK TENSILE STR. SHANK Sd RING SHANK, 2 1/2" 0.120" 170,000 18.20 RINGS SCREW SHANK R INCH) Sd SCREW SHANK 212" 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 onnc cucerulNn EXTERIOR SHEATFNNG USE 12" 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 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUR SPECS.) SEE DETAIL. 8d RING SHANK GUN NAILS @ 4" O.C. TOP & BOTTOM EDGES Z . Q Z J � W , Y Z O /) J z 0 0 y • Z �W =U'W U U) O C7 e Z_ Of J Z O W NU w V F U n� O W a .--_-I m �1��' 11mmmmm ROOF SHEATHING LAYOUT AND ENOWALL BRACING FOR GABLE END FRAMING Bd RING SHANK GUN NAILS R 6" D.C. IN FIELDTYP. EXT. SREM*G XTMHME0 FOR ROOF SHEATHING ` . TO BE STRUCTURAL GRADE C8d RING SHANK GUN NAILS @ 12" O.C. IN FIELD or Sd x 2 12" SCREW SHANK PNEUMATIC SCREW -NAILS a 12" 0.7 FIELD TYP. 3(4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33, MAXIMUM AGGREGATE SIZE SHALL BE 3/r. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND PROVIDE WAS ENTRNNLU CONCRETE EXPOSED TO EARTHORWEATHER WOOD. ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPR ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS. AND OTHER DETAILS NOT SHOWN ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED3M ON STRUCTURAL DRAWINGS, APPLICABLE BUILDING CODE STANDARDS: FSC43 2017, 6th EDITION . ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 31&14, BUILDING CODE REQUIREMENTS PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SIAWONGROUND 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- 11. AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERMBER E S 2011, ASCE 7-10 AND AISC SPECIFICATIONS DN SEA UPPED B INCHES AND 8EALEDN7TH ADHESNE TAPE. ELASTICITY = 1,400,000 P31. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NONSTRUCTURAL USES ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORMWORK: SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCP OF A BORATE PRESERVATIVE TREATMENT; DISODIUM 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 X" 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. OM 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.OEPENDING 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 #2. 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 UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE, SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH: AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS, WELDED WIRE MESH, SHALL BE ASTM A185, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI WOOD TRUSSES. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2' CHAIRS SPACED 3'-0' OC, EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE'NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS" SIGNED AND THE NFPA. TRUSS DESIGNS SHALL D A REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SE NOTED FOR SHOP E O E EG E PORAWINOS DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036' AND BE MANUFACTURED FROM STEEL SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. TO WORK PERFORMED AND E RESAR SHALL BE ASTM A615 GRADE 40 IN CONCRETE DEFORMED BARS REBAR SHALL BE ASTM A615 MEETING THE REQUIREMENTS OF ASTM A446, GRADE A. AND SHALL BE HOT-0IPED GALVANIZED. GRADE 80 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE DESIGN LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND BCC( ROOF; LIVE LOAD FLOOR: LIVE LOAD 40 psf AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S METAL-PCA COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED FOR N 20 psf TOP CHORD aron-wnourrent REVIEW, TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 38" WOOD TRUSSES. 10 pet BTM CHORD-rorHcorwurrenl #5 BAR - 30" #7 BAR - 42" TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 30" X 3W CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS LOCATIONS WITH GUSSETS. CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. 15 psf TOP CHORD p TOP CHORD psf w/ No GVPCRETE) (7 psf wl SHINGLES) (1 s ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 5 p 10PSTAD BTM CHORD 5 psf BTM CHORD BTM CHIT THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT: 10ps/ MINIMUM 101NCH HOOKS OR SENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 Psf WALL. TRUSSESIGIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 psf 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 WIND: DEAD LOAD FBCSPER2017) MPH 3-SECOND GUST (ASCE EXPOSURE e, RISK CATEGORY 10 INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER 1S RESPONSIBLE FOR FINAL BIT BLE ATTIC UNINHABITABLE ATTIC WITH LIMITED LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT V41T BALCONIES (EXTERIOR) STORAGE: HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 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 NTS: AND DECKS: 40peL GUARDS AND HANDRAILS: 200pef, GUARD IN -FILL COMPONENTS: SOpe/, PASSENGER : 40p WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: SOps/, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30pef, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 4OW MASONRY: PUN 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 530/ASCE 5/TMS 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. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-80, GRADE Prrl = 1500 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT 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 PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C-478, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MO SHALL HAVE A MAXIMUM 3/8' WRITING BY THE ARCHITECT, COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8' TO 10". USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATION/ SITE PREPARATION' FOOTINGS RED DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2 000 FOOTING WE ES D FM/, TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE MIXED UNDER ASTM HORIZONTAL EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED 70 A DRY DENSITY OF AT LEAST 95% OF THE REMOVE SIONS THAT EXTEND INTO SHALL BE 3/8' THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO SHALLPROPORTIONED3/8"T IANDCI OTHERWISE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557, TREAT ALL CELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION. WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL FILL CMU CELLS SOLID D/ 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 6 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 GEC -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, 9TH EDITION. BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: A36, Fy = 36 ksl FOR ANGLES, PLATES, AND WSHAPES. STRUCTURAL TUBING SHALL BE ASTM A-500, GRADE B, Fy - 46 ksl. STRUCTURAL PIPE SHALL BE ASTM53, GRADE B, TYPE E OR S, Fy = 35 kst. 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" STRUCTURAL TERRACE SLAB. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL CONTRACTOR SHALLSUBMTT PROPOSED MIX DESIGNS. WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MO PRIORTO CONCRETE PLACEMENT. CONCRETE SLUMP SWILL NOT EXCEED S'N- PRIOR TOTHE 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 SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 301 AND ASTM C-04OR MEASURING, AXING TRANSPORTING, ETC CONCRETE TICKET$SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT ABATCH IS HEW FOR LONGER THAN 90 MINUTES THE CONCRETE SWLLL 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 NTH THE ABOVE REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A 3"FOL CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS) B. FOR CONCRETE EXPOSED TO EARTH AND,ORWEATHER 1-Mr FOR d6 AND SMALLER 2. FORM AND URGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3Ir FOR SUBS, WALLS AND JOISTS 1.17r FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER ­I-0N WEE TYPE SPACING RE1MR(S APPLI-N sIZE TYPE RENARILR 1. PT FURRWG TO CASE HARDENED COIL GARAGE DOOR BUCI( 111o., TAPCON MASONRY 80'C 11YY'EMBED.1•• EW DUST., MASONRY! CONC. NAe 11?LONG. 9" t0 MA90NRT,'NNC. NO WASHER FASTEIER 11(C EDGE qST, SGD, AL, Exi.000Rb 1i PT, SEE NDTEB CASE HARDENED COx NAILIIM°LON., S"OIC StAGGERED WINDOWxxxXUFA9TENED INTO MA90NRYAYNiC. GARAGE DOOR BUCK TO MABONRYKDNC. 12"DW. W/ WASHER E%PANSION BOLT EI'OIC YE 13,4'ENO019T„ 3°EDGEDpT. WINDOW BUCK CASE IMROENfO COx 4'dC WKIWWM1IOIXU FASTENED METAL STRAPTO CONTACT THIS ENGINEER FOR SPACING I. PT, SEE NOlE3 NAIL 11?LONG. STAGGERED INTO M ONRYICONC, MA90NR1ICONC. REQUIREMENTS FXT.9WWG DOOR mY1E"DIA TAPf,CH' 1S'OF 11T EMBED, B' END. NON--NG WCW I/Y E%PANWON 1'EMBED.1'END WICK ET Pi, SEE NOTES NO WASHER PASTIER DIST, 11T EDGE DIST. WALLTOCONC.9L18 w1 WASHER BOLTDLST..YEOGE DIET. PZY PTWWpOw BUGx 0,138°PAL xY1/S' COIC 1"END. DI9T.,1I T T08TEEL COL, SEE NO E S W/ryA9NER STAGGERED EDGE DIST. 1LES 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 SHILL 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 .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. ix MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN 8 LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-7744078 30, annu aUDDIV. & X.0151 SILVERADO LOT #50 BLK #18 PROJECT# 04128.002-50181 MODELA 4EBB "1828-CALI" GARAGE BWU90: LEFT PAGE: DETAILS 150 MPH EXP. B 31 DA 07/27/20 aCALE: 1/4"=1'-0" a S N1 00