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HomeMy WebLinkAbout6390 Silverado Ranch Blvd►- 99 1828-4EBB-CAL199 a: _ f mO�DINA NC [:; ayafjxjtus TVA kD - JAiV i HOMES, 12602 TELECOM C)RIVE, TAMPA, FL 33637 Tel: (813) 740-9720 Fax: (813) 740-9715 • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS .VUMA Bi1QAl1Ni CODE, ABV. ABOVE LAV. LAVATORY DATE DESCRIMON DR HORTON HOMES 12602 TELECOM DRIVE TAMPA FL 33637 + TEL: (813) 740-9720 FAX: (81 3) 740-971 5 aDn�oN ( � • AM LOCAL AND STATE CODES .00CUPANCY -RESIDENTIAL GROUP R3 :CONSTRUCTION TYPE - VB INTERIOR FINISH - CLASS B -BASIC HIND SPEED - Vult=150 MPH Vasd=116 MPH :EXPOSURE - B .I -STORY RESIDENCE — •2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL A/C AADDJCONDITM.C. MET°NING `D"L LUMINOUS AD ADJUSTABLE CABINET ALT, ALTERNATE MFR MANUFACTURER BAD W. BOAARD RAGE � W THRESHOLD CAB. CABINETTER MINE MTL. META `�D C CL0. CLEAR O.C. NOTSCALE CLG. CLEAR N.T.S. ON CENTER CONC. CONCRETE PL PROPERTYLINE CPT CARPET P.B. PUSHBUTTON C.T. CERAMIC TIE PH. PHONE D. DRYER PLT. PLATE DBL DOUBLE PLYWD. PLYWOOD. D.O. DUAL GLAZED PR. PAIR DIA. DIAMETERR P.T. PRESSURE TREATED `D*1881�D ARCHITECTURAL SHEET DESCRIPTION alb/• 20n FW DATE PG CI —COVER SHEET PG GN—GENERAL NOTES PG Al -FLOOR PLAN PG A2C—ELEVATION °C" PG El —ELECTRICAL PLAN PG Pl —PLUMBING PLAN PG Ml —MECHANICAL PLAN &%/Is I� CD* RE-m mntn5 aDW3 ELEVATIONS ADDED 006A4 Cosa-MIED 04A9b FOOTNGREVI610NPERMBOUE6 06/21/16 CD'S RE•ISSIED at/IBIIS ADDED CM&M FOOTER AT "RAGE DETAIL IFORT MYERS) O2MAS FLAN MAIITBIMICE AND STATE CODES DIM. DMENSION R. RISER DISP. DISPOSAL RAD. RADIUS DP. DEEP RAG. RETURN AIR GRILL DR. DOOR REF. REFRIGERATOR D.S. DOWNSPOUT RM ROOM DTL. DETAB R.O. ROUGH OPENING D.W. DISHWASHER S.C. SOLID CORE EXTDR EA. EACH S.D. SMOREDETECTOR ELE°. ELEVATION S.H. SINGLEHUNG EQ. EQUAL SHT. SHEET EXH EXHAUST SHFHG. SHEATIHNG EXT. EXTERIOR SHWR, SHOWER F.O /FX . FIXED GLA SS SIM. SIMILAR F.G. FUEL GAS SLSLIDING FIN. FINISH SE GL. SLmINGGLASS PLR. FLOOR STD. STANDARD Fluor FLUORESCENT SWs SHEAR WAIL FT DR_F TING R TEMP SECTION GA. GAUGE THK THICK GAR. DISP. GARBAGE DISPOSAL T.O.C. TOP OF CURB G.F.I. GROUND -FAULT CIRCUIT TOO. TOP OF PLATE INTERRUPTER T.O.S. TOP OFSLAB GL. GLASS TOP. TYPICAL PG Dl —DETAILS PG D2—DETAILS PG D3—PRODUCT APPROVAL PG WAl—WALL ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4—WALL ASSEMBLY DETAILS PG WA5—NOT USED PG WA6—WALL ASSEMBLY DETAILS CArAWS REVISED LNTEL SIZE AT FRONT ENTRY DOOR • STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 04R4/M ADDED ADDITIONAL RECEPTACLE N GARAGE PER UALL BATSON 09ELBJ SQ.FT. CALC.'S 04,24AS REVISEP HYAG VOLu•E8 CN SOFT CALL SCHEDULE (MELBJ MfgAS ADDED 'EXTERIOR MONO DEEP FOOTEW DETAIL 12M A IORLI uVING I828 so. FT GARAGE 4W SOL FT. �� 16 W. LANAI BB SQ. FT. TOTAL 2362 Sa FT. 0612VIS ADDED LED LKsM • KITCHEN 4 MATH PER MAW, BORES CIAS a ADDED STOPS OPTION ELEVATION C i D ITAMPA) 09AVg ELEVATION'G' 61DNG-ADDED LOUVER GABLE ROOF t®RSAB ADDED OPT• W-01 CEILNG HE04TB evade REPLACE USP CONNECTORS UTH SRPSON CONNECTORS O4AtNR0 REVISE ENG4VENT RADON FLAN DF IONS g AMC OK V-C' CLG. HOT.- ADDED LED LIGHT N FOYER 04/VMV OPT. W-O' CLG. HOT. ELEVATION 'C'- REVISED W04T OF AK4"Y earobnm ADDED ELEVATIONS 1' 4r' IORL, STRUCTURAL SHEET DESCRIPTION C1/b/2C ADDED ELEVATIONS T1G'-TTH'•TTS' IORL) PG Sl-FOUNDATION PLAN PG S1.lA—DETAILS GYP. BD. GYPSUM BOARD U.N.O. UNLESS NOTED H.B. HOSE BIB OTHERWISE MR. �� CORE WV.. WASHER HOT. OR PROOF INSUORH INSULATION WD WITH DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. INT. INTERIOR WDW. WINDOW W/H WATER BEATER W.I. WROUGHTIRON PG S1.2-DOWEL PLAN PG S1.2A—DETAILS IF ANY ASPECT OF THE CONSTRUCTION (AS PG S2-LIFT BEAM PLAN AND NOTES DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF ORDER TO BUILD PROJECT GASDON IN 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.lA—DETAILS INFORMATION) TO THE ARCHITECT OR ENGINEER FOR PG S3.113—DETAILS CLARMCATION. PG S3.iC—DETAILS AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI'a IN WRITTEN/DRAWN FORMS IN A TIMELY PG SNl —DETAILS MANNER. AB DESIGN GROUP TADS NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RIF's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE NSTRUCTION BASED ON THE DRAWING SET. RONALD REAGAN 81 NGWOOD, FL 32750 PH: 407.774-8078 FAX: 407-7744078 www.abdeatgngroup.com AA N: 0003325 rr� x �am A aU13DI V. as ><.oT SILVERADO LOT #3 BLK #1 PROJECT 04128.001-0 011 MODEIa 4EBB ++1828-CALI" GARAGE STIMG: RIGHT PAGE: COVER SHEET 150 MPH EXP. B GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) Oth EDITION, (2017), ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 6TH EDITION (2017) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING NTH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. SffEWORK 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, ONaTE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN % THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8' LAYERS AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM DI 557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 5. THE ARCHITECTIENGINEER 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. 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. GAUGES AND CAMRTS 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 NTH SOLID WOOD DOORS NOT LESS THAN 1318 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINLJTE 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 V MIN. RIGID ON -METALLIC CLASS OR CLASS I DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R3OZ6 & 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-CEIUNG ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THANI/WNCH GYPSUM BOARD OR EQUIVALENT, bld 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 8. EXCAVATIONS TO BE A MINIMUM OF T- O"BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12, TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITiCIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF 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 NTH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES! 71MBER 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: 1. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: 1. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: 1. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 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 AGAJNST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRLIC11ON AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER & WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFIWALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1, 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24"AND THE MINIMUM AREA SHALL BE 8 FT . SO. PLUNISIN 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 1`11960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM %' PVC (SCHEDULE 40), INSULATED WITH %' AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOLITS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2. 8 , FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2. EXTERIOR WALL COVERIM 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FISSM I . WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, 3/8' 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-Cl 063-12a. 3. LATH & ACCESORIES PER ASTM-C-1063-1 1A & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCUJDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - 1. 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 TRANSTTION DETAILS - WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-CID63 -15A AND R703.7. FIRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2'GYPSUM BOARD. R302.7. CONSTRUCTON OBSERVATON CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AS DESIGN GROUPS SERVICES FOR THIS PROJECT, IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S/CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. EXTERIOR SOFFIITS 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) 6th EDITION, (2017) R703.1.21.1 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. 1"I N. RONALD REAGAN 81 LONGWOOD, FIL 32750 PH: 407-774-6078 FAX,- 407-7744078 www.abdosigngroup.com L AA #: 0003325 it 74 111MM 4A du x 0 rauumv. at LjI*2� SILVERADO LOT #3 BLK #1_ PROJEC 04128.601-03011 MODMIJ 4EBB "1828-CALl" GARAME fiIlWrl4G: RIGHT PAGE - GENERAL NOTES t'.1.50 MPH EXP. B) DE r-prm" .1 DAVZ. 12/01 20 BCALJC: 1/4"=l'-O" 8HERT 1141 G N 3S'-S' I, o io o olY.Ylo � i o':IYY.YYHYIIIo1..YYYYYpio � ��' ol.ullo I z � I1, m o o WIYYYYYPo � 11 p . � � G i 20 0 i r i moo* � 0 UN—. o REa �■ CODE �1� o p FOYER BEDROOM 1 / , .ITRANS.p oENTRY-------------------- i o!IYYYYYI!o oIIY�YYIIo �.� ollYOlol olYYlla I -*9 SQ.FT. CAM'S LPANGG 1828 Sa. FT. GARAGE 430 SQ. FT. ENTRY 16 SQ. FT. LANAI S8 60. Fr. TOTAL 2362 $0. FT. oolraert wD a�Dollo I.D LoaCe IIF9C 1/D erDeIAE FON a 180010 GIEIB Cn11.1oe 511141E 801E 0M411MClNq IEl#X8 AICTIFE RINNIE MIN. WINDOW 10 5 24/-33 CRITERIA EXTERIOR OWING IB 5 24/-31 DR MIN. CRITERIA SAD, MIN. 41 5 23/-29 CRITERIA 16010 OHD. 112 5 20.4/-22.1 BASIC WIND SPEED MPH = 150 (Volt) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II, EXP.=B, MEAN ROOF HT. = 13'-0" PRESSURES HAVE BEEN MODIFIED PER FBCR 8TH ED. (2017) R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. CDMWDA180MB C TOP PLATE 9 in R DETAIL DWkB-L1'-0. ARCH DTL. B ALE: 1/2 • 1'-0' FLOOR PLAN SCALE: 1/4' • I'-& NOTE: -2-6 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-6 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS E5ETWEEN THE GARAGE AND RESIDENCE SHALL ISE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/6' (35 MM) IN THICKNESS, SOLID ORHONEYGOMO-CORE STEEL DOORS NOT LESS THAN 1 3/6' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. i 1"I N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH:407-774-6078 FAX: 407-7744078 www.abdesigagroup.00m AA #: 0003326, o nuumv. So L0751 SILVERADO LOT #3 BLK #1 PROJECTAII 04128.00 —03011 MODELi 4EBB "1828—CALI" GARAGE DWING: RIGHT PAGE: FLOOR PLAN 150 MPH EXP. B SHINGLE ROOF I6'X60' FTPON DECORATIVE SHUTTERS OR EQUIVALENTS 4' RAISED BAND ITYPJ _0'-O' FIN. FLR4— S'-8' ERG. I-IGT. 0'-0' FIN. FLR, I,-0' 0'-0' FIN. BLDG. HGT. FYF'ON LV12X24 OR ECLIIVALENT 6 LAP SIDR4Cs AS SPECIFIED ITTPJ 4' FREIZE rp, TRIM SA / '- BOARD ITTPJ R FRONT ELEVATION SCALE. 1/4 . I'-C' TEXTURED FINISH NOTE, WALL FENESTRATION FLASHING AS PER FISCR R103A OFF RIDGE VENT OPT.COACH LIGHT OFF RIDGE VENT 0'-0' FIN. OFF RIDGE VENT AREA OF ATTIC 2364 SQ FT. NET FREE VENTILATION AREA REQUIRED = v3W REQUIRED VENTILATION AREA = 2364/30D = 7.66 VENTILATION AREA X SQ. INCHES PER FT.(144) = 1134.72 SO, IN. MIN. REQUIRED VENTILATION = .5X 17 n IN UPPER PORTION OF ATTIC = 567.36 SO, IN. OFF PJDGEVENTILATION AREA = USSO. IN. FERVENT 55736 /115 TOTALMOFVENTSREQUIO = 4.93357 TOTALMOF VENTSPROVIDED 5 -ARFA OF ATTIC ISTHE PERIMETER OF THE HOUSE, LESS THE OVERHANG (EXTERIOR OF WALLTO EXTERIOR OF WALL, NO OVERHANGS INCLUDED TIT ml FE On Loto Wo FlLpl- I]II v REAR ELEVATION SCALE. 1/4 . I'-0' TEXTURED FINISH F�l � z I-0, v - - - - - - - - - - - - - - - - - - - - - - - N1 -___..-_-_-_-_-_-_-_-___-_-_ _oX-O'FIN. FLR RIGHT ELEVATION SCALE. 1/4 . 1'-0' TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT I'_0• IF v r- N -- ---_-_--------- '---------------------- --400'-0'FIN. FLR LEFT ELEVATION SCALE. 1/4 . I'-0' TEXTURED FINISH u I�1�1 I a i I I I a ® I I I DECO. DTL. (—A--)DECO. V2.1'-0' -C' FIN. FLR .E� 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdosigngroup.Dom AA M: 0003325 b �kk 6 N h la 'Q 8V8DIV. Sc Wtil SILVERADO LOT #3 BLK #1 PROJECT 04128.001-03011 IWDZU 4EBB "1828-CALI" GARAGE BITING: RIGHT PAGE: ELEVATION "C" 150 MPH E B EC A, Dw� 12/01/20 SICAM: 1/4"=l'-0" BIiEET A2C ELECTRCAL LEGEND SYMBOL DEFINITION NOTES MY OtITLET 20 ATW OHNA IRCLE Mry CUTLET Y2 OF OUTM We= TO sui am 4D II&V OUTLET NOAND SWUNG PAM wwournwit (TAMM POGOWTANT M@ 220V IT OUTLIE (4)�CO#45Cr4N MW ejAnippppop APPLET GMOUND FAULT NTMVVA-" SWITCH BOX" S-UPAY OpEpt OUTC44 4-WAY OMit I-0 LIGHT -It- LIGHIT LED CLO LIGHT Qvp LED "APOR ROOM LIGHT @ Vr YAF%M FV%i LIGHT @ mmum CAN vow. PAN I crim PER 6a Fr. WILIGHT PDCAM ISFVICIP TWO by 2.RSLs Beep AROUND (OAWACM I�WJ 2- FLUOP-MICM LIONT C;-dN PAPER. db 1`xT1M1t S.D. WOM OgnaCTOM rM WALL PWUNW SPIONE ONTECTOR 06jLJjj9&-jr WLNA� CAIRWN MCNOM snoxx offrowca C011110 UNK"10 "Mae. SHAILLOOMMICTRID A DISTANCE LESS TAN 4, Cp NOTM MWM WALL FONDANT LkIWT NATURAL GAS CUTLET TIL03%C141 JACK -z,-, —,,m OMOOMMr-T AOL COI� DOCONNB= ON ANJ ON THIS fi� FE MZVMM JACK CILM am PRIAM= To m &A".ORrw IN J41i AOCOPCWM= IV BOX HAMW AS SUCH MR CILING Oft RiEW OBLINIM FAIN&MINT I. Me sw"O" IN AZCIMA4= WIM MAN= AS MUCH MR aaaa 24'PCANP96CAW LOW STOP 36'br-ANMlr4l�ff LOWIT 0 41P INCANDESCENT LkMfr $TPW socmTy I -A, FUGWMMCN PON04PM Mai LOCATION OF TV JACM 4 F440141 OUTLETS 4 PANO TO = YWtP= a WOMBOUMPt PM-O"TM=ION MEEPTM ALL 0 4 20 AMP MRA-CW CIRCUITS TO FAULT FOR ELECTMCAL rat2volao OF Bam ITURL :20 AMP DECIMATED LAUNOW CIRCUIT GF1 - ISILAND aCnT ON KM:�M CIRCUIT) DISHWASHER 01160"MCM TO 09 LOCKOUT IN I-ASEL BATHROOM EXI&AUST FA4 TO WAVE HIN. CAPACITY OF 50 CFF1 KMMIITTIENT FOR IRLECTRICAL POWAGP" OF SECTION magn.3 w0wI95EML LAUNOW ROOM GIVAIND FAULT C"=IT-IMRRJU"M IFIROTEMION MR PERSO"L ON FEMEM MIMI MTWW 61 1 A' I M NON FIETALLIC, CABLE MR ELECTRICAL PROVISIONS OF P4SCMk &TW NO (2011 ALL RIOM TO COFV-LY U11111,11 EL� PPWAGIONG OF THE �� AND MET . M PAC, ENEMY CONSERVATION f�� MIIMX Emumm 2M 44h CEILIN&—i MTO. LIGHT 01-----L-A -------- MING ROO TO BE INSTALLED, CLG PAN FIROVIDE J-15OX FOR WP C4.G PAN A/Iff" OPT. PAN DINING ROO 5. It ils- HOOD WIRE W/-/ OUTLET FOR FUTURE MICRO §6 1, BDRM.j 4fp*J�B.FOR CLG FAN GARAGE F=O--T DOOR L BATH #2 SICO BDRM.#2 CLO PAN BDRM.#1 CLO PAN Gr BDRW4/ CLG FAN Al I /\ I lit 44'AFF. F - - - - - - 15ZOLLARD I -?::� AS Iii L - 7 PER 5LDG. CODE �WALL rM MOUNTED C IHT ITCH IN A f11FIELD KE OU LET METER FIXTURE a' IRRIGATION 01 OUTLET a 40' APF. LLL—LUA - - - - - - - - - - - - - - - - - - - - - - L A= ----------------------------- OIDTP COACH LIGHT ELECTRICAL PLAN SCALE: 1/4' - V-V WP Panel MAIN - A PANEL: W16 Vp CIL beaker VOLTAGE: 1201240 V -1 Ph MAIN: 150 Amp M.C.8 FEEDER: 3- #1 Cu THWN & 1- #8 Cu (G) in 1 ltZ'C. OR 3. #2K) AL THM & 1- #0 Cu (G) in 1 lrZ C. pl� !L w.va 1 ci� CI -At I I Dwpd- um� 12M 1 1 � I 16w. mac 4 re C.U. Isla- PANEL - A PANEL: 42 crt breaker VOLTAGE: 1201240 V .1 Ph MAIN: 150 Arnp M.L.O. FEEDER: 3. #1 Cu TI-M & i. N Cu (G) in i ItZ' 0, OR 3- OM AL THM & 1. #8 Cu (G) in I 1r7C. wl. P.I. I SW I D.�pft w.fts cl..k cimult Wafti, Duniation w poll. wi� 012 1 1 20 a.0 Applit- 15oo 1 1 2 =a R..p 11 2 Rd 20 Imk MLGFI Moo 1 1 4 012 29 Applian.. I= 5 a 4!iOD W*,VH.A� 25 2 #12 1 S12 1 20 Dining R..X.I" AFC1 1500 9 10 1200 Ci%-W GFI 20 1 012 02 1 Z San GF1 R-PW. 1200 !1 12 IWO OF! M I V2 014 1 16 Fover / Hall / 80. 02 9 SY 15.14 02 AM NO 13_ M We DwwI 30 2 me 04 -1 15 Uft R—, � U.M. AM NO 16 10 014 1 16 Kinhen, Pardin. & Diftg Lights AF ON 17 Is 15M W�aGFII 2D I In 2 #14 1 15 SD&CAOAM 900 19 M 1000 20 1 C2 M2 1 20 Leundy I W 0 Den AFCI 12DO 21 22 1200 20 1 M 2 am, 23 900 =T.!r.p1Ru,0.d.A1C1 AC 15 1 #14 25 26 9011 O� 8�— AM 15 1 04 27 28 5,—. 29 30 "Do kfigabon—mW 20 1 #12 31 32 a... 33 u a X 36 37 1 so a— U25 4' S­. 41 42 Sp­ Lmd..*d 2ano Lud.,iti.0 W �wnd ik.—Wah.. 111. Demand Factor Calculabons ABBREVIATIONS: AM: ARC FAULTORC ITNIERRUPTIiR PC: NOII�CONCIDENT LOAD QFI: GROUND FAULT NTERRUPTER Total Wd sutOO W ftnand kdo 42700 FW 10000 �W * IDD% ItMeNnir at 4D% 7� —� AID d INTO LOAD CALCULATION 18 BASED ON A(C NON-COINa DENT LOAD Tdtl C.—tal 1—d W� Total AP. ft.) General Lighting S, Receptacle L ad TOM AIC Sqmue FM 1828 94- 25 I Tdd G� �,Eq 4 R. — C1 �LW&R.P.OA 0 A171 gW- 1-4 L 1 L I --&- LED LIGHTING SINGLE LAV. aP IBATH 02 f o L j LED LIGHTING @ DOUBLE LAV. 5ATW M MOVIDO 311111/a M nm - ft CU IN 2- GONOWT OR 3 "AL. THAN - ft CU IN VOONOW OR 2/0 AL &M (CONDUIT TO TOOVINAM ABOVE OOMPPIT OVEPS444W 150 AMP ELECTRICAL RISER NOT TO SCAM Car—T. -wim OUNCIONNINCT &BMW AND ammmuL NOTE& A NLNCrPMC-AL mAinWALO AND PN1ITALLATfONI, SWALL W ELECTRICAL MWVISIONS, OF THIN MGMAIU NJOCTW--- PWM IN NBU m smalcom 111 LOCAL =" me ALL LOCIAL mm COMPANY omloL#FEPBNM IL ALL CONDUCTOR* SHALL WIFE THWIMM UPCM NOW OrAEFOAM SEFRIVICS INTRANCE sompmem YOTTNED L VOLTAGE CONNECTIONS rmm TO 00. Fr" (CUP N a CONCRETE 04CAMP POC"" GYM rept Ft ritovice ELECTRICAL FV%DYNMCW OF THE PISOM THIN SLOOTMO X, `!For' L"0'0' `!4Ia`F!,G0LA!`H M! 1441 N , RONALD REAGAN BLVDJ LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdeslgngroup.com L AA 111: 0003325 U x 0 x MMMMO,4 1"BUDDIV. 89 WTI SILVERADO LOT #3 BLK #1 "0" 04128.001-03011 MODZI.a 4EBB "1828-CAU" GAPLAGE DWDCG: RIGHT PACIIE: ELECTRICAL PLAN 150 MPH B I PP.INT DATE. 12/01. 9CAL=. 1/4"=V-0" 8*111111M El I I I I I I I I I � I I I I I LAV. I o -- --- 0--------------- @ I I m � I I -- ---_-- I LAV. �� ro i I n uu ' 36'x60' SHM PAN O m @ 25'-5' I II II' -I' 3'-2' . I II I II I II II II n_- 2' VTIQ 3'-2' O KITCHEN " I \\���1/2, SINK W/ 1 AUTO VENT 11/2� I EEC 11 ----- I I/2 111R I — — — — — 2] TUD 2'�-I I/2' 2' I 3 Ur_I IR'I AV II 2 I LAV �•I/2'1 LAV WC 3 3 I I '^ 3• g II/2�i 2• — — — — — P WASHER 2 CO 4 4 TO MAIN PLUMBING RISER DIAGRAM I I PLUMBING PLAN SCALE: 1/4 • 1'-10' 1441 Ni RONALD KAGAN BLVD, LONGWOOD,FL32750 PH: 407-774-6078 FAX 407-774-4078 www.abdosigngroup.com L AA N: 0003325 7 z � c O b b SVHDi`I ac IAT SILVERADO LOT ##3 BLK ##1 PROJECT 04128.60 -03011 MODEL: 4EBB "1828-CALL" GARAGE 8W5iU: RIGHT PAGE: PLUMBING PLAN 150 MPH EXP. B EC F-PRINT : 12/01/20 BCA=: 1/4"=1'-0" 8*1z= P1 HVAC NOTES I. ALL MECHANICAL EQUIPMENT 814ALL 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 SEAMS SHALL BE SEALED WITH GLASS FAB a MASTIC. AND INSTALLED AS PER MC 6TH EDITION (2011) MECHANICAL BLM CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL IN 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 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC 6TH EDITION (20I1) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 6TH EDITION (2011) MECHANICAL CODE 603.1 1. BATHROOMS CONTAINING BATHTUBS, SFIOIUERS, SPAS AND SIMILAR 15ATHNG FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 403. S. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. S. ALL FIRE RATED CEILINGS AND WALLS SMALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER. ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. IL DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. FANTECH OBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX SIX ELBOWS. LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK BROKEN LINE- RETURN TRUNK 1 BALANCING DAMPER OR OBD 0 CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR ® THERMOSTAT m PAS6-THR11 AIR GRILL NOTE: ALL HVAC TO HAVE PROPER PANS W/ DRAINS SECURE STRAP TO CONC. CONDENSER W/ (2)-3/I6'X2' TAPCONS UNIT 81MPSON WB ROLL STRAP >ATTIC OR EQUAL CEILING EXTERIOR WALL PLENUM y AIR RETURN SECURE STRAP TO UNIT IW (2) 4' CONCRETE SLAB %XI 1/4' SHT. MTL. SCREWS SUCTION AND LIQUID PL AIR SUPY y REFRIGERANT 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 STRICTURE EVAP. TRAY y PVC SLEEVE TO LINES BELOW SLAB T REFRIGERANT LINES TO PLATFORM RETURN CONDENONG UNIT TRAP DRAM LINE AND TERMINATE IN AN APROVED DRAIN, AS PER FBCR 6TH EDITION (2011) MECHANICAL BLDG. CODE SECTION 3013.4 HVAC DRAINS SCORIATED NICKEL FIN. FLOOR COUNTERSUNK BRONZE FL. PL. OR WALL CO. PLUG BRASS PLUG FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 6240-K JOSAM 56000 INSIDE SERIES NICKEL BRAN TOP CAULK P.V.G OPTI/SPEC T L00R SLAB CLEAN -OUT (T_YPNT) FIN, GRADE OR PAVING SEE SPEC. I'-S'XS' CONC. FITTING OR EXTENSION TO 801E OR WASTE AS REQUIRED NEXT. GROUND CLEAN -OUT (TYPN 1 NOTE. ALL MECHANICAL EQUIPMENT SHALL ISE NSTALLED AT OR ABOVE F.P.E. ELEVATION. MECHANICAL PLAN SCALE: 1/4 . I'-0' ■ 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-774 4078 www,abdesigngroup.com AA M. 0003326 7 O � 6 stmDrv. Ae L'0 74 SILVERADO LOT #3 BLK #1 PROJECT* 04128.002-03011 MODEL' 4EBB "1828-CALM" GARAGE 311I MG: RIGHT 1 PAGE: MECHANICAL PLAN 150 MPH EV. B 2X4 TOP PLATE ..7Z �X:' .19 - 1 1/2ff C"RYWALL SECI BT. — PLATE TO SLAS W1 10d MASONRY NAIL 0 32'Or- MAX PRE-FAI5 TRU" 2X4 WOOD STUDS *24' Oa SLAM NOTE: STUDS IN PARTITIONS SUPPORTIWx WALL HUWx PLUl"15IWs FIXTURES AND WALL CA51NETS 514ALL BE NOT LESS THAN 2x4, WI -ERE SPACED NOT MORE THAN 16' O.C. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' O.C. FIN. N.M. T (a)TYP. INT. WALL (NON-BRG.) 1\2 �' WALE. FIBERGLASS SHINGLES OVER "50 FELT PAPER OR 6YNT14ETIC PRODUCT, INSTALLED PER SECTION IRSM1.1 ON J' OAJ5. SHEATHING. OR 11 COX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK 2 COAT PORTLAND--/--- CEMENT PLASTER APPLIED DIRECTLY TO MASONRY &-c- riN. rutl vv I,& TYP. OJ-4. ble. GYPSUM am OR 1/2' WIG44 STRENGTH CLG. BOARD UIA. IVILr-r-ym, 0 NOT CUT BOND BEAM SOLID GROUl W/ (1)- 05 (2) COURSE DO NOT CUT THE 50NO BEAM RE5ARS (-2A'\PIPE THROUGH BOND BEAM \12V SCALE: 3/4'-1'-0* ENERSay WOE FORMS .ATION R-VALUIES NENCE STRUCTURAL R-4.1 INSULATION WINDOW ATTACWMIENT AS PER MANUFACTURES SPECIFICATIONS STRUCTURAL Ix2 P.T. FURRIWG - STRIPS * 241 Or- W Cmu- 1/2, GYP. UJL- 150, WOOD BASE — FIBEIIIISLASS SHINGLES OVER -10 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RWSJJ ON J'O.S.B. SHEATHING OR 1, CDX PLYWOOD SEC40WO PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TFwS8 MTL. DRIP EDGE 2x FASCIA PER ELEVATION6 VENTED SOFFIT 1/2' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY V' 01- 2 PIN. FLR. 4. TYP. WALL SECTION 'e �NO OP�ENIW. PER SECTION W5.1.1 - FOR ROOF SLOPES 2:12 TO LESS THAN 4:12, A /'-4-"�l-STORY HIP BLOCK WALL (2) LAYER UNDERLAYMENT SYSTEM �_D �l SCALE. 3/4'-]'.d)' 15 REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER, (1) LAYER UNDERLAYMENT 18 PERMITTED BUT MUST BE PER ASTM D22rp TYPE 11, ASTM D 406S TYPE iv, OR ASTM D 6151 r2-B"\GAS LINE THRU BLOCK \J-)v FIBERGLASS SHINGLES OVER -W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RWb . LI ON Ik O.S.B. SHEATWINd. OR I' COX PLYUKXX;k SECURED PER FASTENER SCHEDULE I..,. TYP. MTL. DRIP EDGE 2x FASCIA PER ELEVATI" VENTED SOFFIT PRIE-ENG. GABLE TRUSS WEEP SCREEP 2x P.T. SECURED PER STRJICTURAL DETAILS 1/2' TWICIC, 2 COAT-J-- PORTLAND CEMENT PLASTER APIPLIEo DIRECTLY TO MASONRY 0'-0'FlN. FLRL a, Cm �VWI�NDOW OPENING TYR WALL SECTION NO OPENIWx loll' THM 2 COAT - PCIMANO COMWr PLAWMt APft'lo D"Nomy TO eww"tr COPPM MRAP rcmal wmcnp" FOR pecocamew bw R.T. WD ATTACM110 TO PLL CIIII.I. AS FM ArriwVAL mm WALAW 4 rg'-� GARAGE DOOR JAMBS \11?� SCALE: 1 1/2*.I'-V' 2X4 SIFF 24' OZ. MAX E0JRlE LLV (2)12ci NAILS 0 EA. END 2x BLOCKING BETWEEN TRAMS FIBERGLASS SHINGLES PER 6TRJICTURAL DETAILS OVER "30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION 6TIFFSACK AT ALL UPR*I4 Rwb . li ON J, 0.6s. SHEATHING OR J* COX PER STRUCTURAL DETAILS PLYWOOD SECURED PER I..,. FASTENER SCHEDULE PRE-ENG Wo. TRJw TYP * MTL. DRJP EDGE �,PER ELEVATION OJ4. 2x FASCIA PER If ELEVATION$ COW. 2x RAT RUN SECURED P STRUCTURAL DETAILS VENTED SOFFIT SEE ENERGY CODE FORMS FOR PRE PH,. GA15LE TRUSS ER� JNSUL,ATfO R-VALUIES -REED J'PENR ELEVATION WEEP SOC b/O'GYfVJ,l 50ARD OR 14* 2x P.T. SECURED PER HIGH STRENGTH CLG. BOARD 6TPUCTURAL DETAILS R-4.1 INSULATION 1,2' THICK 2 COAT WINDOW ATTAC44MENIT AS PIE'. PORTLAND CEMENT MANUFACTURES SPECIFICATIONS PLASTER APPLIED DIRECTLY TO MASONRY STRUCTURAL Ix2 P.T. FURRING lu, L. HI/ STRIPS o 241 or- 1/2, GYP. WL. 150 WOOD BASE N A t/�51-STORY GABLE BLOCK WALL �IQV &CA'E, 3/4'-1'-10* 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngroup.com L AA 111: 0003325, A lilITITL) m � 0 L SILVERADO LOT #3 BLK #1 PROJMCT# 04128.002-03011 MODEla 4EBB "1828-CALI" GAP-111.031 8111111MG: RIGHT PAGE: DETAILS 150 MPH EA Bf DEC F-ppturr .9 DATE. 12/01/20 a --A=: 1/4"=l'-0" 8*1m= 111'.. D I lGEL 2X6 P.T. * CENTER OF COOK HEADER SECLINED v (1) LIV x 61 J-50ILT vy 41 MIK 9mmactlem W 2'X VX VVUASMER 4 NUT CA V (2) 1/2' X V ANCHOR MOLTS W VX VX,LA� UASWER "w7 2*4 ON CURE - PLAT To DLK 1E UV MASONRY NAIL& um SECURED —1 X ANCw N r opt om aCtUNT, W 2' IN .12W — (1) UT14IN V OP TOI-� (1) U714N v or THE am 7- (3) EVENLY 4PACED. 119 E0 0 11. NOTE& ALL ANCHORS SMALL ME IN ACCORDANCE TO MAKFACTUREWS INSTALLATION NGTM4TI" IW ER! MUCH bATNW-TleM AJO � A� GARAGE DOOR rl-*\BUCK ATTACHMENT �DRYWALL r I.X4' OR VX2* P.T. NAILER Ix4 P.T. OR %'X4'MIN. SECURE T14FU FRAME 4 EXTEND I-V INTO BLOCK Wl V TAPCONS (MIN SHAW 61ZE .149 MN.'WEAD SIZE 300 MIN. EMBEDMENT 144' WITHIN V OF EACH END 4 to. 00. MAX SPACING C40M CASW3 DOOR JAMS OR WINDOW ATTACH TO 2X PER MANJPACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y,') DOOR JAMB TO BLOCK +3/4 OR +5/4 rA\ WDMW TO BLOCK +3,/4 Olt +5/4 UA WALE, KTA. 2X4,m SECURE TO 15LOOK W/ V TAPCONS OR (MIN. SHANK SIZE .145 M�N. HEAD SIZE 300 M N. EM15EPMENT 1 Y49 WITHIN V Or EAC44 END 4 18' Or- MAX SPACW- 2X6,= SECURE TO BLOCK W/2-)W TARCONS(MIN. SHAW, SIZE .14b MIR 14EAD SIZE 300 MIR EMBEDMENT I Y49 — -Lr WIT14IN S' OF EACA4 END 4 CM W 00. MAX 610AOING� /-V DRYWALL 2xs.� I-I'X4' OR I'X2* P.T. NAILER SECURE TO 15LCOCK W/2-%, - r OOR *AOINGG TAFACONS, (MIN. SWANK SIZE .14 5, CAOTTACH MIR HEAD SIZE IWO R IA , R WINDOW 0, 'Moo MIN. EMBEDMENT I Y4') TO 2X PER WITHIN WOr EACH END 4 ' 4 / MANUFACTURES DETAILS. 18' Or- MAX SPAOINS� NOM SWIM AS NEEDED TO PLUMS JAMS (DO NOT EXCEED V) DOOR JAMB TID BLOCK +1-1/2" 210-T—WS. To BLOCK +1-1;V 000 2X4mm SECURE TO BLOCK W/ Vo- TAPCONS (MIN. SHAW, SIZE .145 M:N. WIEAP SIZE 300 M hL EMBEDMENT 1 Y49 WITHIN 8' EACH LIND 4 IVO.C. MAX SPACING� NOTE: STRUCTURAL 2X 2X6= MUST BE ON OUTSIDE 4 SECURED TWROL1014 SECURE TO BLOCK W/2-%' NON.sTRUCTURAL V TAPCONS TAPOON MIN. 1-Y4' (MIR SHAW, SIZE .145 EMBEDMENT INTO BLOCK MIR 14EAD SIZE -WO MIR EMBEDMENT 014') — WIWALL WITHIN VOF EACI4 END 4 ]VOO. MAX 6PACING� X4' OR IW* P.T. NAILER 2X&.� SECURE TO BLOCK W/2-%' TAPCONS (MIN. 6WANK SIZE J45 MIR HEAD SIZE 3300 DOW MIR EMBEDMENT I Y4') WITHIN 8, OF EAC14 END 4 '4 MANLIFACTILIRES DETAILS. IS, Or MAX SpACM. _/ NOTE, SWIM AS NEEDED TO PLUMB JAMB fOO NOT EXCEED Y49 DOOR JAMB TO BloKK++ 1/5Q6" (-r'N . WINDOIF TO Blo 1115 6 N.Th. 2X4:m SECURE TO 15LOCK LI.V TAPCONS (MIN ' SHAW, SIZE .145, MIR HEAD SIZE -300 MIN. EMBEDMENT 1.49 UT14N 8' OF EACH END a NOTE. STRUCTURAL 2X IS'OO. MAX SPACW� MAT 15E ON OUTSIDE 4 2>%� SECURED THROLrxH socuRE To BLOCK wa-v NoN-oTRLr-rAQAL TAPOONS TAPCON MIR I-Y4' (Mlhl. SWANK SIZE." EM15EDMENT INTO BLOCK MIR HEAD SIZE JIM M111L EMWDMENT 1 Y4') CM tIATWIN 8' Or EACI4 END 4 rj—DRYWALL 18' Or- MAX SPACING� 2X8cmw �,VX4- OR I-X2- P.T. NAILER SECURE TO BLOCK Wo'2-%' CASINSS TAPCONS (MIR SWAhIK SIZE .14b MIR HEAD SIZE 300 A DOOR JAMS OR WINDOW MIK EM15EDMENT I Y49 —ATTAC44 TO 2X PER WITHIN V OF EACH END 4 MANJFACTURES DETAILS. IWO.C. MAX SPACINGS. NOTE: SWIM AS NEEDED TO PLUMS JAMB (00 NOT EXCEED)V) DOOR JAMB TO BLOCK +2 D VWDOW TO BLOCK +2 1Y4f" SCALE. t%LT . 2X4= SECURE TO BLOCK tUt Vo- TAPOONS (MIR SWANK SIZE .145 MIR HEAD SIZE 300 MIR EMBEDMENT I Y4*) WITHIN 8' OF EACH END 4 NOTE, STRUCTURAL 2X Is, O.C. MAX SPACING� MOT BE ON OUTSIDE 4 2xb= SECURED THROUGHI SECURE TO BLOCK W/246-NON-STRUOT`URAL V TAPCONG TAPC40N MIN. I-Y4- (MIN. SWANK SIZE J45 EMBEDMENT INTO BLOCK MIR HEAD SIZE -1,00 cm MIR EMBEDMENT I Y.9 DRYWALL r1l WITHIN a, OF — — IS' Or- MAX SPACING- El -X4' OR VXV P.T. NAILER 2XS� SECURE TO BLOCK W/2-%- TAPCONS CASING (MIN. SWANK SIZE .145 /-Doom MIN. HEAD SIZE 300 MIN, EMBEDMENT 1 Y49 DOOR JAMS OR WINDOW WITHIN 81 OF EAC44 END 4 �ATTACH TO 2X PER _W IS. OC. MAX SpAr MANUFACTURE6 DETAILS, DOOR JAMB TO BLOCK +3" I TO BL40CK +3" SCALE, N.T.S. 2X4mm bEOURE TO BLOM ILV V TAPOONS, (MIR SWANK SIZE J45 MIR 14EAD SIZE 3W MIR EMBEDMENT I Y4-) WIT14N VOP EACH END 4 NOTE, STRUCTURAL 2X IS' Or- MAX SPACNG. MST 15E ON OUTSIDE 4 2X6,omo SECURED THROUGH SECURE To BLOCK =-V NoN-sTmUCTURAL TAPCONWMIN. SWANK SIZE TAPCCN MIR I-Y4- .145 EM15EDMENT INTO BLOCK MIR HEAD SIZE 300 MIR EM15ECIIENT 1 Y49 WITHIN 8' OF EAC44 END 4 a, cm 18' Or- MAX SPACING DRYWALL /J, 2X*.� �IX4- OR VX2- P.T. NAILER SECURE TO BLOCK W/2-Wo- 2X SECURE TO TAPCONS(MIN, 814ANK SIZE STRUCTURAL MEMBER .14b kLV(2A2cl WIT14IN S' OF EAC14 MIN. HEAD SIZE 300 END 4 0' TO IS' Or- MAX MIN. ErMMSEDMENT 1 Y4') �--DOOR CA61wo WITHIN WOr EACH END A DOOR JAMS OR WINDOW IWOO. MAX SPACW�AATTACW TO 2X PER MANUFACTURES DETAILS. NOM SWIM AS NEEDED TO PLUMB JAM15 (00 NOT EXCEED V) DOOR JAM TO BLOCK +3' W TO BLOCK +3" 2X4= SECURE TO BLOCK Ukh' TAPOONWMIN. SHAW, SIZE .45 MIR HEAD SIZE .300 MIN. EM15EDMENT I Y4-) NOTE, STINIUCTURAL 2X WITHIN 8' OF EAC14 END 4 MOT BE ON OUTSIDE I 181 O.C. MAx SPAclwa. SECURED THROUGH 2x6goo NON-6TI111LICTURAL Vo- SECURE TO BLOCK WA-1/4' TAPCON MIR I-& TAPCONWMIN. SWAIIK SIZE EMBEDMENT INTO BLOCK J4D MIR HEAD SIZE 3M MIR EM15EDMENT 1 Y49 WITHIN WOF EAC44 END 4 V Or- MAX 6PACiw-� X4' OR VX2' P.T. NAILER 2X*� 11 SECURE TO 15LOCK 01-1/4' V 0.6.15. X 4- MIR TAPC40NO 41MANUFACTURES (MIR SHANK SIZE J4b POOR CASING MIR 14EAD SIZE MIR W-MMOMNT I Y49 DOOR JAMB OR U94DM ) 4 WITHIN WOF EACH END 4 ATTAC44 TO 2X PER IS' Or- MAX 6PAOW,2, DETAILS. DOOR JAMB TO BLOCK +3-7/16 @wnmw 19 BLOCK +3-7Ae' G W -6a-1 MEIT 2X4= SECURE TO ISLOOK a4' TAPCONS (MIIlL 614AW SIZE J4b MIR HEAD SIZE 3W MIR EMBEDMENT I Y49 WITHIN S' OF EACH END 4 NOTE: STRUCTURAL 2X Is* 0,C MAX SPACWm MOT BE ON OUTSIDE 4 2>cfi,� SECURED THROU6214 SEOARM TO MOCK WA-114- NON-STRUCTURAL )6' TAPCONG TAPCON MIR I-Y4- (MIR SWANK 61ZE J4b EM15EDMENT INTO BLOCK MIR HEAD SIZE 300 — -Lr MIR EMBEDMENT 1 Y49 WqTWIN 81 OF EAC14 ENE) 4 DRYWALL IWOO, MAX GFACW.& 0 I'X4' OR PX2' P.T. NAILER 2XS� SECURE TO BLOCK W/1-114* P.T. X 4* MIN. TAPOONS OOR CASING (MIN. 844AW SIZE .14b MIR HEAD SIZE 300 XMANUPACTURES MIN. EMBEDMENT I V) DOOR JAMS OR WINDOW D WITHIN V OF EAC14 END 4 TTACH TO 2X PER W Oa MAX SPACIWA, DETAILS. NOTE: SHIM As NEEDED TO MUMS JAM (DO NOT EXCEED Y49 DOOR JAMB TO BLOCK +3 3I�" W � +3 3/ ALE�, R , d N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdostgngroup.com AA #: 0003325 3- 4n 0 SUDDIV. de L40761 SILVERADO LOT #3 BLK #1 PIWJMCT# 04128.002-03011 MODRIA 4EBB "1828-CALI" GAJtAGZ BWDM: RIGHT PAGE: DETAILS k..150 MPH EXP.- Bj EC I'D Rurr 12/01 (5-0 3 scAix: 1/4"=V-0" SEE= n D 21 PRODUCT APPROVAL LISTING -STANDARD 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 21473.10 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 W31/2020 13972A SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 22/31/2020 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/32/2020 13972.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10446.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10446.S SIMPSON STRUCT. COMP WOOD CONNECTORS 2017 FBCR 12/32/2020 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 10442.3 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 22/31/2020 10531.16 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 22/31/2020 10655.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2027 FBCR 12/31/2020 FL 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2017 FBCR 12/31/2020 FL 233S2 PLYGEM PANEL WALLS SOFFIT 2017 FBCR 12/31/2020 FL 12019.1 KAYCAN LTD. PANEL WALLS EXT. SOFFITS 2017 FBCR 3/2/2030 FL16S03.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2017 FBCR 3/2/2030 F118644.2 MI WINDOWS & DOORS FIXED GLASS 2027 FBCR 11/18/2022 FL37676.10 MI WINDOWS & DOORS SINGLE HUNG - 2017 FBCR 12/31/2020 FL 15332-RS MI WINDOWS & DOORS SLIDING GLASS DOOR - 2017 FBCR 12/31/2020 F1.1115353-R4 MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS 2017 FBCR 12/31/2020 FU11535340 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. OCT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.2-114 CLOPAY BLDG. PRODUCT CO. OCT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5891.3-R6 THERMA-TRU EXT. DOORS 6'$" EXTERIOR DOOR 2017 FBCR W31/2020 FL 7347.2 THERMA-TRU EXT. DOORS 8'-C" EXTERIOR DOOR 2017 FBCR 12/31/2020 FL 7630.2-R7 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR w/SIDELRE 2017 FBCR 12/31/2020 FL 9223.5 - R7 T14ERMA-TRU EXT. DOORS SWINGING EXT. ONE UTE DOOR 2017 FBCR 12/31/2020 FL 5891A-R5 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR 12/31/2020 FL 10758.1-117 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 12/31/2020 FL15216.1-R7 OWENS CORNING - RHINO U20 ROOFING UNDERLAYMENT 2071 FBCR 12/31/2020 FL 3792.2 LOMANCO, INC. ROOFING ROOF VENTS 2017 FBCR 12/31/2020 FL10477.1-RS JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 13192.1-RS JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL13223.1-R4 JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL13265.1-R3 JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 7006.1-R9 IKO SHINGLES 30 YEAR 2017 FBCR 9/6/2021 FL158.1 CASTCRETE STRUCTURAL LINTELS 2017FBCR S/21/2022 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 @ WWW.FLORIDABUILDING.ORG CONTROL DATE: 10/06/2020 I1 N. RONALD REAGAN Bl LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 wwwAbdosigngmup.com AA N: 0003325 h L d � O 6 aUDDIN. & LOT SILVERADO LOT #3 BLK #1 PROJECT 04128.001-03011 MODRU, 4EBB "1828-CALI" GARAGE BWZNG: RIGHT PAGE: PRODUCT APPROVAL LISTING %150 MPH EXP. B bKm APPROMM allLONS PREFORMED CONTROL JOINT FLANGE OF CONTROL JOINTS T M ORED 1110 TO LATW 0 S* I TO 10T .1— 1 gym IF GTW EXISTS, MYOND EXCEPT STAPLES kW "MAY BE USED TO LOG CONTROL JOINT OUR04 INSTALLATION FASTENERS TO ISE 6PACED-7 I' Oa MAX VIMICALLY J' T14ICK 3 COAT CEMENT PLAOTER WRI5 LAYER -2. 94MR IlUILOM PAPER APPROYED METAL LAT14 FASTENED -M'(YEFITJ OZ, MAX AT SUPPORTS 111115 LATER % 6TUCCO UIRAP UVOD "ATWINS LAI NOT - — x JO: I. M TIED AT RAC14 GIDE, MR CW63 Pill"OE 2X4 ISLOCKNO ljo. :!T—M PLACED PLAT MAX 6' TO & FROM C40NTOM JOINT UIMEN Nam, 1. FASTENERS FOR LAT14 TO Off NAILS 0 CONTROL JOINT FALLS ON STRIXTURAL SAID STAPLES IN CCMPLIANCIII iLV A6TM CW63 2. UPS TIED TO M (No. 0) 0,04lb- UPC 3. BLOCKING SHOM MAY BE IN ADDITT TO WALL STUDS REWIRED PER PLAN �Zli 7 kv W, @ L--- Is?.A I, 001AN FT. 0 L dMILAN fer. c Z::� C1411AN : f". �t CRIAMIN Fl. IL Pvl� PT. G own PT. a TILL I.T. C Tollowilmill 100170" PLANU � Is;>, ,a, L WAMR 1109 MAL F". QQ tkm off. MIS PAPER (Pit" �w LAYER % w ~n"emis caLT) ftb la" KAII" KICK-= FLAGWINS (M 041TAL) SMALL M LAP19M A MINIMUM OF 4*x4* SELF-ADWER110 6- ta VERTICAL LAPS (POLL FLASHING (COMPAT UY MOM 0106) 4 6' - HORMONTAL LAPS. ~ MATERIAL) OVER ALL OR" NEW TO 59 TAPED LATW VERTICAL LAP TO M P I— APPROVED MOM 44TW FCMMR 8WEATHIM TAPE G T PLA944NM TO III)ITENO ONTO PIPE 11 Olt LESS PIPE PIMTRATION X X. Off AND OVERLAP ONE SIDE OF METAL LAT14 &ELF-ADWERM MEMENIIANE T FLASHING; 01 v URIS LAYER -1, THICK 3 COAT C4519W STEP STUCQO PLASTER METAL LAT14 -2, LAYER -2, POWIREBR '�—IULDWM UM LAYER POWTIFISM BUILDING I-Awle" PAPER WPM LAYM -L blucco UIRAP 146TALL FA61`01SM (CL", WOOD SWEATHM GTRAPS, &TAPLBS) AS REOUIRED TO SECURE F"m ONE TO FRAMING ro"TAPER LAI? (4) KICKOUT DETAIL WAMM Ilkleff MAL MM Clt SOLI'm NOTE, SIDE LAPS OF METAL PLASTER MADEG 84ALl. ME SECURED TO laftolm MEMBERS. TWEY SWALL ME TIED VAT14 VA41D-K MI-MM) URE AT INTERVALS NOT MOPE TWAN %'(225-MMA AS PER ASTM CW63 1AL FOR REPAIR OF TEAM IN UTZ LAYERS, TEAMb MAY M PATCNEO UV,RXM UIRAP TAPE PER MAmF anc. OR PEEL 4 &TICK WOOD 6TUC "ATHINS 1-AJ:-oLl-j WOOD SHEATHIWx OR CMU WR5 LAYER 01, STUCCO WRAP (FRAME ONLY) J' THICK, 3 COAT CEMENT PLASTER(FRAME), 1/2* 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WRIB 4 TAPE OVER Wm S'Xb' 'L' TYPE CONTINUOUS GALv. METAL PLASH[Wa (NAIL TO ROOF DECI-4, NOT WALL SHEATHIWI) .CAP SWIWXLE - DO NOT NAIL, INSTALL WITH ROOF: CEMENT ROOF PER ELEVATION$ L" FLASHING. N.T.S. 45. 4. UM LAYER -2. FORTIFISOR SUILPM PAPER METAL LATW &LAW SOLF-AOMMING MEMBRANE PLASWING OVER 4LA4' SELP-AD60104 MEMBRAM 4W OMP-ADMM40 MEMBRANE PLASWINS OVER APPROVED NCuM ~ rEND ONTO PIPE %'0ONT. MAC) OF SEALANT INSTALL APPRIMMID WOU600RAP AIR INFILTRATION SAPPIER OVER 111LAWOMERIC COATNO OVER &TUC= C.V. PNOW (SEE TYP WALL SECTIOW or SECTIM PER SECTION RM.T Wtdm Illmd Db*ft Exterior usa -f pottland carrant plaster shall �rnply Mth the applicabon requirshients of ASTM C 926-12A. hatit Istion ot wdeftr lathlng and tramkV shWl=y Mth ASTM C 1063-12A. FIFE PENETRATION IDETAL (FRAME) LEGEND- IDRAINAGE PLANE (LUR5 LAYER 1*1, STUCCO LURAP) WRIB LAYER 02 (F-ORTIF-15ER ------ 5UILDINCi PAPER) METAL LATH X—X—X—x STUCCO L. ' ' 1" �: 5ELF--ADHE51VE FLASHING NOTE: METAL LATH: LATH TO 5E PER SECTION R'103.1.1 / ASTM C-a4l-015, MIN, 2.5 LeS. PER SQ. YARD (UTILITY OR NOMINAL LATH IDOES NOT MEET 5PECIFICAT IONS) 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 �A SO FAY, 407-7744078 g gn A r to oup..c co om www.abdesi g up m AA t. 0003325 7 Ti. I w 1E x I strumv. a L07N SILVERADO LOT #3 BLK #1 IPROJZCT# 04128.002-03011 MODSIX. 4EBB "1828-CALI" GARAGE 1191TIMG: RIGHT PAGZ: WALL ASSEMBLY DETAILS %,.150 MPH EXP. I 8CAIM: 1/4"=l'-0" 1 WAI INSTALL W&ELF-ADWERING. HEMispAm! FLAswiwa OVER TOP, SIDE(W AND BOTTOM FL 8 OF NON-MOVAISLE FRAME OF T14E E>04AUST. WCAJENCE Or FLAfiWM TO ME, 1. BOTTOM-2. 6101!6� 3. TOP VENT CAP 16 TO BE SET IN BED Or SEALANT AT TOP AND SIDES ONLY. SEALANT 16 TO BE TOOLED 60 AS TO DEFLECT WATER AWAY FFIOI I JOINTS. E-Z DEAD ALL AROUND VENT -APPLY SEALANT ALL JOINT$ AND INTERUCTI" APPLY SEALANT AT PERIMETER Or BAC"R ROD NON-MOVAISLE FRAME AND S=CO ON ALL SIDES, V CAULKW- 0 JOINT ALL AROUND PER SECTION R703.7 Exterior Whhw i-W onaleft BACKER ROD Exterior use of portland cement plaster shall comply with the application requ remen Installation of exterior lathing and framing shall comply with ASTM C 1063-12A. Wift LAYER 01, STUCCO WRAP HOODED VENT 9, TWICK 3 COAT CEMENT PLASTER METAL LATH WPM LAYER 42, FORTF15ER BUILDINS PAPER WOOD 8WEATWING. DRYER VENT (FRAME) LEGEND DRAINAGE PLANE (WR5 LAYER 01, STUCCO WRAP) WR5 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 R1031.1 / ASTM C-841-0S, MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) ELEC. METEI VERIFY LC STUCCO FINISH WSELF ADHESIVE OVER TOP 4 SIDES SELF FLASHIN33 UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT * TOP 4 SIDES 0 DRYER VENT (BLOCK) BUILDW. PAPER OYMR:QUICK FLAGH PIPE THROWW WALL 6' SELF ADHI!BIVE---,,,, FLAbI­IM (INSTALL PER Mmup. ones.) %L"I'l P — ER 111.11=RLASW �1 F- - - - 7 �,_ -1 F_ -1 A _'�VENT PENETRATION WALE: N.T.S. STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/5ACK- ROLL PRIOR TO ELEC. METER INSTALLATION —ELEC. METER FIELD VERIFY LOCATION APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF: PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO 5E FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLY15LEND FOAM rK V11-111-1-kIK/ APPLY A SILICON 5ASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES :0 SCRATCH COAT LAFF43ER THAN THE ELEC. METER CAN OR METER CAN COMI50 OR METER CAN AND DISCONNECT ELECTRICAL CONDUIT PENETRATION CUT OPRNIWG IN — APPROVED WOUSEWRAP FOR BOX INSTALLATION WR5 LAYER 01, STUCCO WRAP 111000 SHEATHING-s APPROVED 14OUSEWRAP BELOW CUT SUCH T14A NO MEMBRANE ENTERS BOX, APPLY TO PA ECGE APPLY E-Z OVER 60 MI CsRAOE '0' FELT-PROVI SEALANT AT JOINTS AND INTERSECTIC WOLV C41,161`111114TION v cm ,--WOOD "ATHING ,-WRI5 LAYER 01, I &TUCCO WRAP /-WRI5 LAYER -2, FORTIFIBER 5 . Ul. LOINS PAPER ,,-METAL LATH IV TEXTURED 11INIOR * WROM -FASTEN TO WOOD STRICTURAL M01SEIR - V = MAX 36. TO . Al t9la-11"L 7 we ); zejkQM= `I-W WIDE STRIP SELF AZ4-0" PLA6WNG, CLEAN MA6ONR,r aEpopw APPLyw. v FIN1514 - MAGON� HORIZONTAL WEEP SCREED (FRAME TO BLOC URB LAYER 01, STUCCO WRAP CUT W INTO SELF-ADHER? it MEMBRANEFL APPLY SELF-,� MEMBRANE FL, OVER BOX APPROVED WRB LAYER 01 6TEF #1. APPLY C.RADE %f MFENU OVER SELF-ADWERIWa FLASHIWG OVER APIROVED WOUSEWRAP STEP 1*3 6TEP *�2 I WRIS LAYER 01, STUCCO WRAP SELF-ADWERNG MEMBRANE FLASHIWG WRB LAYER 02, F-ORTIP15ER BUILDING PAPER 5TEF 1*4 kELASTOMERIC COAT114G OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) r-LMETAL LATH 6TEF 05 5TEF 1*6 (q) ELECTRICAL RECEPTACLE F "I i"I N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdosigngroup.com AA #: 0003326 1 7 IU Z40 L F '5v I SILVERADO 'D L 'v V ER ag A LOT #3 BLK #1 Z PROJWT# 014t128.002-03011 MOIDDICT.'a 4EBB 8 C� '1828—CALI" GARAGE BWFNG— RIGHT PAGE: WALL ASSEMBLY DETAILS %,150 MPH EXP. Bj I Ll I, DATM. 12/01/20 0 SCAL&I 1/4"=V-0" MET SH WA2 I LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER ...... - - BUILDING PAPER) METAL LATH x-x-x-x STUCCO 77 WOOD SHEATHING SELF-ADHESIVE FLASHING - - - - - "k 2 I/2' CORNER BEAD (FASTENER 4 SPACING A 1' O.C.) CMu %' THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 1/ 4 B�CORNER BEAD � BLOCK 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-7748078 FAX 407-7744078 www.abdeslgngroup.com AA #: 0003326 T 6 g ING ass BunDrv. de IAT SILVERADO LOT #3 BLK #1 PROJECT* 04128.002-03011 MODEL- 4EBB "1828-CALI" OARAOE aVIWO: RIGHT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B D � 12/01/20 aCALM: 1/4"=1'-0" SHEET tl tl A3 LEGEND DRAINAGE PLANE (UJRB LAYER "I, STUCCO LURAP) LURE LAYER 62 (FORTIFIBER — • — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING — — — — WDOD 0"TRUCTWN DB7OND U1= OWEATWNG �T ER I,aelanve R�AIlHER RffV6TIVE ,,/ \ \ / \ �If.• X T�� 61DMG \ 6. _ADM VOW-U F9.A6WSGADWER•rb RIFES16TIVE DARNER -1 6TARTER STRIP / \\ '\ WEATHER fQ2MeTIVE GALVV METAL GALVD METAL Z. R.A64SIG •Z' FLAGW�Np6eft �gT� I �x TRy6g1pMEtIpER LY.9Q X. • / \ / YIr�OxDTRM IT APPROVEDANT QAfiM SIDING TO STUCCO ® BLOCK TO FRAME 9 TRANSITION �� TRUCTICN Wool) 6WEATWSIG ULATWER RE&eTIVE DAMER DER fW&STIVE ./ :x , rRaC�LAI* o eDan \-A04.OPM ,, 6TARMR 6TRIP / `\ �\ R IOW--6I6T" \ = GAD METAL an VOW-APHERING PLASWM r FLAeWwd on ' METAL GAUD PLAMIMG Ln WARDIE TIMM PER ELEVATION CAGM WARDIE TRIM PER ELEVATION \� SEAL GAP WYCAULKW. / OR APPROVED WALANT CAAM SIDING TO STUCCO ® BLOCK TO FRAME 24 TRANSITION 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32760 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com AA M: 0003325 gtmDty a< LOT: SILVERADO LOT #3 BLK #1 PROJECT 04128.002-03011 MODEr1 4EBB "1828-CALL" GARAGE 91TU s: RIGHT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B / / I > 1 ♦ 1/8' TEXTURED FINISH • UIOOD,..:. :.:_ ... r - - i 2x6 SUB-BANb FINISH cm x -- /.t_- --, W/I'x4' NOTCH s METAL LATH x x r - — ----- % END, WRAPPED IN x x x x x PEEL 4 STICK METAL FASCIA u�eaP �WOOD SHEATHING x x x x x x x x x x x x }. I' t DRIP EDGE It WRO soWl¢RAPrFRa+e ONLY x x x x x x x x x x x x F I \ UPS LAYER 4, FORTIP1 ER x x x x x x x x x x x x x i l/8' TEXTURED I \t --- � BUILDING PAPER cFRa'Ie ONLY) x x x x x x x x x x x x x , FRAME OR CMU 1 11/8, ri FINISH s WOOD /1 1/2' TEXTURED t 2x6 SUB IA I ROOFING CEMENT x x x x x x x x x x x x x x x x x x x x x ELT PAPER FINISH A CMU \t / DRIP EDGE x x x x x x x x x x DRIP EDGE \\ i METAL FASCIA WRAP Ya' FROM t1 \\ © FL FLAN5 METAL KICK OUT x x x x x x x x x x X x x (REFERENCE POINT ONLY FOR WALL OFF ;a STUCCO, 1' FROM r f -'e I �t \ SET OF COMPONENTS) - - - - - - - WOOD WALL \ \ = METAL FLASHING, EXTERIOR WALL \\ WRAPPED (FRAME OR CMU) MIN. Y4' ABOVE BOTTOM or - DRIP EDGE NOTE: NOTCH FOR 2X(v SUB BAND ONLY \ ROOF KICK OUT REMOVED 2x SUB -BAND FOR CLARITY W/%'x4' NOTCH s \ \ END, WRAPPED IN ROOF DECK (BEYOND) PEEL 4 STICK \\� DRIP EDGE, I' OFF WALL NOT INTO STUCCO)00 -ROOF CEMENT ROOF EDGE OMITTED FOR \� I ''1/8' TEXTURED FINISH ® CLARITY iWOOD, I/2' TEXTURED FINISH s CMU SUB BAND DETAIL ® WALL / 2x6 SUB -BAND W/I'x4' NOTCH " END, WRAPPED IN PEEL a STICK ®ELEVATION METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL ®FLAN A PRE-ENG'D TRUSS TO BE CUT s WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-O' SCABBED TO TRUSS W/126 NAILS O.C. MAX. 2x SUB -BAND W/%'x4' NOTCH s END TAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL W/KICK—OUT FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/Wx4' NOTCH s END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT s ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN SLVD LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 www.abdesigngmup.com AA 0: 0003325 r c m evHDIV. — IAT: SILVERADO LOT #3 BLK #1 PRGJ=T* 04128.002-03011 UODEIi 4EBB "1828—CALI" GARAGE STIDTG: RIGHT PAGE: WALL ASSEMBLY DETAILS: SUB —BAND 150 MPH EXP. B D � 12/01/20 BCALJC: 1/4"=l'-0" 8*1m= WA6 9J 39'-8' 28'-8' -4° 9'-8" 9'-6' 15'•10° 3.1. — FM-12X12 — I — — — 1 — — FM-12X78 — — — — — Iw ., b 4'CONC. N ;wOy, SLAB :F- ILLO1 244 w°1'0 ll 10 1.1 1 MX18 EX 1.1 SLAB 1 1/2" I I ' I 1.1 I IT� I SLAB i� �I I I I LLI I I� I I I •I I 5'-0" 15'-8" I I 1 4" PVC Q`� CHASE •1 o TE-1 — *-5 1/2" 42'-8' 1T-8" ` • I 1.1 I I I 5? I I �I NI m 1 EXTEND SLAB 1 1/2' 2 la' coNc. �I r FM-12X18 SLAB a wl r , ).K-31/2" 2 7 1/2" 1 i ,., �+ L 1• FM-12X18 1.1 J — — — — — 0 FMC-12X18 `� — FM-12X18 — — — — — FMC-12X18 — 4 W.11.1 10'-2' 3'-10" 2'-8' 16'-0' 2'1" 21'-4' 14'-0° 4'-4- 39'-8" 1 FOUNDATION PLAN SCALE: 1/4' = V-0" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +4-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-0'-0", SEE SURVEY PLOT FOR NAVD. S. 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.EIINDICATES #5 BAR, GINDICATES #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 #6'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 6-13, USING: F'm = 2,000 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 i OF SLAB SUPPORTED 3'-0' O/C MAX. SEE PLAN FOR WWM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 6th EDITION SLAB SCHEDULE SLAB I THICKNESS I REINF. REMARKS 6x6 W1AxWIAOVER GENERAL 3 1/Y 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 I LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG TE-1 8'—ggrp= 10 - 6 (+)0'-0" FM-12x12 12' CONTINUOUS 12, - (2) #5 s + 0'-0' FM-12x18 12' CONTINUOUS 18, - (2) #5's (+)0'-0' FM-16x/8 16, CONTINUOUS 18' - a - +0"-0' FMC-12x18 12' CONTINUOUS 18 - s VARIES 4 24' s s -)0"-4 1441 N. RONALD REAGAJBLVD LONGWOOD, FL 327PH: 407-774-607FAX: 407-774.407wwwzbdosigngmup. AA !h. 0003325 a = Ys k `7 St78Div. at x'O SILVERADO LOT #3 BLK #1 PROJECT 04128.00 —03011 "Olomx� 4EBB "1828—CAU" GARAGE SRDOO: RIGHT PAGE: FOUNDATION PLAN 150 MPH EXP. B L AR NO 93723J Dw IM 12/01/20 8CAtX: 1/4"=1'—O" ei'IEET si 30„ MIN. EACH WAY MONOLITHIC FOOTING L. STEEL REINFORCING IN GROUTED f STEEL REINFORCING IN GROUTED •� CELL SEE PLAN FOR SIZE AND <_ a CELL SEE PLAN FOR SIZE AND F I P_ o IL SPACING REQUIREMENTS ¢ SPACING REQUIREMENTS •� ro w m U W 11s.:.. -�� I GARAGE DOOR RECESS j ¢ (L �� FM O ¢ N ED 8" CMU WALL O N 8' CMU WALL I r . CORNER BARS, SAME SIZE AS LARGER BAR w 2 9+ _Z - Z 0'-0' IN FOUNDATION WITH 30' LEG EACH a WAY AT ALL CHANGES IN DIRECTIONS w yy y +- V-0' +- U1 TOP OF SLAB TOP OF SLAB • I SO THAT THE STEEL REINF, IS CONTINUOUS MATCH AMOUNT OF CONTINUOUS BARS I • CURB FOR [yam•—� + - a EXT. PORCH SLAB SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA. 4- CHAMFER (1STORY) N3 18, EXT. PORCH SLAB - VARIES t� • SEE SLAB SCHEDULE TOP Of GARAGE •,' - I>I CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE MASONRY UNITS SET �;0. AT ELEV: W/ 1/2' ISOLATION ,_• B' CHAMFER (2STORY) W/ 4- CHAMFER (I -STORY) 0'-0' JOINT (WHERE 4 APPLICABLE) i - p4 24, SEE SCHEDULE 115 30' 1/2' ISOLATION JOINT (WHERE gppLICABLE) Z 6' CHAMFER (2-STORY) • r. EE SCHEDULE 4 WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING i FOR WXD, BAR SIZE FOR WxD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST Yv AND BAR QUANTITY N AND BAR QUANTITY NUMBER OF BARS Oi . 2 TO 3, PROVIDE 2 BARS), LINO #7 42' EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 2 CORNER BARS DETAIL DOOR OPENING 3 SCALE: 3'4'=T-0' SCALE: 314'=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 VERIFYHEIGHT NAILS, 2-ROWS, 4' O/C BTM. VERIFY HEIGHT VERIFY HEIGHT NAILS, 2-ROWS, 4- O/C BTM. HEIGHT LAP TO OCCUR OVER STUD OF PLAN LAP TO OCCUR OVER STUD OF WALL PLAN w 2x4 OR 2x8 WOOD BEARING PROVIDE BLOCKING 2x4 OR 2x8 WOOD BEARING PROVIDE BLOCKING p a ( WALL W/ SYP WALL W/ SYP No 2 STUDS SEE 2' CAPPED j 1n NEW REINF. BAR No 2 STUDS SEE PLANS FOR SECURE ST. PLATE TO SLAB W/ PLANS FOR SPACING. SINGLE GALVANIZED PIPE O a SECURED W/ 2- PART ¢ SPACING. SINGLE BTM. PLATE WEDGE ANCHOR W/ 2' BTM. PLATE TO BE PT. W/FLANGE Bl BASE a g EPDXY. MIN. EMBED TO BE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH WASH PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO Q 8', UNO PLATE EPDXY 5.1M2' EMBED. MIN. 8 18' OC SLAB W/10d MASONRY NAIL 16' O/C STAGGERED. O FOLLOW ALL MANF. SIMPSON SPH4 3PH8 MAX S ¢ SPECIFICATIONS FOR 1n ¢ BTM AND TOP PLATE ADDITIONAL METAL SECURE FLANGE TO USE AND I F¢- PREPARATION OF ANCHORS W/ 10d x 1 1/2' CONNECTORS NOT REQUIRED WHEN NO SLAB W/(4) 1/4' X 2 1/4' c HOLE. COMMON NAILS FILL ALL coto UPLIFT IS PRESENT. TAPCONS Z ¢ HOLES, DO NOT USE 10d w LLI x 3' Q SEE SLAB SCHEDULE FE SEE SLAB SCHEDULE $ 9QO < cc Q 0,2 ,PQ TOP OF SLAB .. 4 . • '.. ��._..'�...a TOP OF SLAB 4' CHAMFER (I -STORY) • 6' CHAMFER (2-STORY) a.� �_ _a EQ. EQ. EE SCHEDULE EQ. EQ. SEE SCHEDULE FOR WXD, BAR SIZE FOR WxD, BAR SIZE 5 BOLLARD ADDING BAR TO AND BAR QUANTITY AND BAR QUANTITY sCALE:B/4•=,,-°, MONOLITHIC FOUNDATION INTERIOR CURB FOUNDATION WOOD WALL INTERIOR CURB FOUNDATION WOOD WALL 8 6 7 BCALE:34=,'.0 (NO UPLIFT) SCALE:3/4'=1'-0" SCALE:3/4'=V-0' (W/ UPLIFT) LAP TOP PLATE A MIN. OF 48' 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 2x8 WOOD BEARING PROVIDE BLOCKING f WALL W/ SYP No 2 STUDS SEE ¢_ " 0. PLANS FOR SPACING. SINGLE SECURE ST. PLATE TO 0 BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SLAB W/10d MASONRY NAIL a:L Q LU ro 16.0/C STAGGERED. ADDITIONAL METAL U v d CONNECTORS NOT REQUIRED WHEN NO ¢O 8' CMU WALL UPLIFT IS PRESENT. Z POURED LINTEL CONT. (TYP.) 8- CMU FILLED CELL RYP.) TOP OF SLAB SEE SLAB SCHEDULE .I• 2X WALL FRAMING IGROUTED • SEE SLAB SCHEDULE 1/2" DIA. SIMPSON ST82 BOLTS 5' 0-0' Z Z — s MINIMUM EMBEDMENT INTO OMOF SLAB POUF n• i ISOLATEDCOLUMN PAD CELL, 4' FROM ENDS AND CENTERED UNDER WALL AND 16' O.C. VERTICALLY MAX POURED MONOLITHICALLY WITH 8 • -- — - FOUNDATION AND SLAB - SEE SCHEDULE SEE SCHEDULE .!�^^-r; . FOR WxD, BAR SIZE FOR WxD, BAR SIZE AND BAR QUANTITY AND BAR QUANTITY I J1 COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO INTERIOR FOUNDATION WOOD WALL FOOTING AND COL. PAD i BLOCK WALL CONNECTION (NO UPLIFT) L V SCALE: -'=1'-0- 1 1 SCALE: 3/4'=V-0' 1441 N. RONALD REAGAN BLVD, LONGWOOD,FL32750 PH: 407.774-6078 FAX: 407-774-4078 www.abdesigngroup.com L AA 8: 0003325 -` rr z iS dd a a b O b kk 6 b kk 6 cl Mil avEDiV ae LOT: SILVERADO LOT #3 BLK #1 PROJECT 04128.001-03011 MODEL 4EBB "1828-CALL" GARAGE ar/INO: RIGHT PAGE: DETAILS 150 MPH EXP B 0 DAR 12/01/20 SCALE: 1/4"=1'-0" SHEET s1.1A DOWEL PLAN SCALE: 1/4' = T-0' 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-7746078 FAX 407.774-4078 www.abdesigngroup.com L AA S: 0003325 1 �yp h r mill L tMDIN. a. IAT SILVERADO LOT #3 BLK #1 PROJECT 0412 .001-03011 MoDEie 4EBB "1828-CALI" GARAGE BVIMG: RIGHT PAGE: DOWEL PLAN 150 MPH EXP. B Dw� 12/01/20 mcALw. 1/4"=1'-0" s s1.2 TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10' HOOK GROUTED BOND BEAM VARIES PER ELE Z -4 5 a G CLEAN OUT REQUIRED G FOR INSPECTION ' 0'-0" FIN. FLR, TIE ERTICAL REBAR . - TO HORIZONTAL REBAR W/ 10' HOOK BAR SIZE 48 BAR DIA. Z W #3 18' > #4 24' U #5 30' #6 36' #7 1 42- HORIZONTALNERTICAL 0_a�In9FCING SC EXT. PORCH SLAB W/ 112" ISOLATION JOINT (WHERE APPLICABLE) 8" PVC CHASE — THRU FOOTING z STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS a mW U cr N Zz 8' CMU WALL I UP OF SLA[3 T SEE SLAB SCHEDULE SLAB SCHEDULE W BAR SIZE 48 BAR DIA, i > 4' CHAMFER (1-STORK O / 6" CHAMFER (2-STORK #3 18' U • #4 24' Z MATCH STEEL #5 30' i REINFORCEMENT PER SCHEDULE #6 36' #7 42' SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY PVC CHASE 4 THRLI FOOTING SCALE: 3/4'=1'-0' NG REINFORCEMENT PER SCHEDULE #5 BARS ,,� 4. Ell c " V-0" I. CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdosigngroup.com AA 8: 0003326 � m O m ul x 40 8U9DIV. & LAT SILVERADO LOT #3 BLK #1 PROJECT 04128.002-03011 MODEL& 4EBB "1828-CALI" GARAGE 8WrNG: RIGHT PAGE: DETAILS %150 MPH EXP. B AA NO DarNT A 12/01/ 00 BCAL,E: 1/4"=1'-0" skmET S1.2A A -.12 MA 10cmi"MON *3 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE To WOOD ROOF: SIMPSON HETA16 W/ (9) 1 Od x 1 1/2' HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1 Od x 1 M' HDG NAILS, WOOD TO WOOD: SIMPSON H1 OA 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. 6. 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 HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36,.177" x 2 7/8* LONG, WITH WASHER 0 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 WNRM INDICATES OPENING BELOW/T.03, =TOP OF BEAM/ 8,01. .&OTTOM OF LINTEL/T.0,A. =TOP OF ARCH/ TOS =TOP OF SLAB ABBREVIATIONS E.E. = EACH END, CIC = ON CENTER, F.E.S. = FROM EACH SUPPORT, TO. = THROUGHOUT MARK DESCRIPTION fc (psi) SIZE WXH' REINFORCEMENT STIRRUPS REMARKS -13TM Top MID SIZE SPACING BB1 MASONRY 3000 8X8 (1) #5 - NIA I - GROUTED SOLID *CAST-CRETE" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8' PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL 8* PRECAST & PRESTRESSED DADS FOR U-LINTELS I I SAFE UPLIFT LOADS FOR S' PRECAST & PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT SAFE LOAD PLIF *--4- SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH am swis amme I ans-le rw4m V~ws armwe LENGTH SUB we LENGTH V4r (4r) PRECAST 2231 M 3719 1 ma ou am m !Mi 3 (4n PRECAST '4r 10M 1024 IM 74r (4n PRECAST 61112 m 4406 oils 7w W4 103" Ilme '80 304 4W IM 0132 70111 'V& i4n PRECAST ISIS AM 2M SM 4000 GM 71184 #to? 4`0 14n PRECAST M M 11" V-1)" (4n PRECAST on no 3000 am 4m sm in$ 2M 411115 oil$ 7w SON um lies IOU nO SON MO 40711 M OM W-W (54') PRECAST ISIS tow 2110 2m sm Om $a am 4-0 (54') PRECAST SR2 591 1073 V-S' (54') PRECAST IVY 2W 31111 4041 4711 am MOO 4375 011L_ 7W, 8172 iMM 11809 12P 2040 2M SM 4W 4711 W9 5`41' (84') PRECAST 1217 130 Im M" "" 31" "" Ow 94' (64') PRECAST 411 411 745 V4m (M PRECAST loll l7i 2178 m M = 3181 4M Im 3m sm 71141 1 lot$ 1715 2m mis low w act SAW (M PRECAST low Ila$ illb MI goo 250 3000 3470 F-110' (7W) PRECAST 340 330 616 F-10. (m PRECAST 180 Rep. m sw ano -Ti- a. "It m 40110 'to its rm m m M iw On 1 2M I 8W SM 410 V4r (M PRECAST I= �1: 2M 1 340 3084 4318 sm V4r (7n PRECAST W7 ni 490 f4r (7n PRECAST m 14011m_ "It�] 2=.J 2710W Mim 3n2m 2177 No SON M. On UP I IM 1 2M 2M SM 3M r-V (On PRECAST 743 Mi Im 2111111 M SM sm I r4r (In PRECAST 424 534 363 r4r (W) PRECAST 7v. iollj tell" = nv_ m MI 1726 2M SM Mi un ?V -12M 1 ISM 20M 241111 2W = 94' (11r) PRECAST 554 m im Iffis m sw___ ale -m W-C (112') PRECAST M 512 MO r4- (112n PRECAST w no it 1474 ISIS. 2167. =0 in I= 1!!L- 3w . wo w = 1 1318 loll INS 2294 Will lV4r (12r) PRECAST 475 six no I'll, 21103 210 2M I1W4r (12r) PRECAST 264 401 180 1 1941' (12r) PRECAST on in 6711.4 oiew 11880.ml lot. 1739. mli all I= I= WIN 271111 Son. 4164 SOO m tim im IM. 21111 11W (13n PRECAST 382 m 945 ING Is" am 1 31V 40M W-0 (13n PRECAST 200 452 154 W-C (13r) PRECAST 'tM 474 004 IN On IO37.A W4- 1613. im On m ING 130 34n SW 401111 484 901 042. 1372.4 100. MO. 219 17-V (144') PRECAST SIT m an am 104 am an m 174Y' (141n PRECAST 244 402 137 IZ4r (144') PRECAST 470 4a 7 724 24 m 873 am low rm m m 470 In M 940 13011 look. M1.1 Im IS-4- (ilin PRECAST MIS 471 In 0711, I'm low 2Hd 201111 ITW (IM PRECAST 1 MY 324 111[) IT-V (Ian PRECAST 419 m BUY M. 04- 1 Imm 411 in iom ics I= 20114 21110 411 400 0 780a 7 IM.J $414mml 10111.1 ISUP lW4r (IWj PRECAST 279 424 708 1002 -iw- -116- -iff- llr4r (16n PRECAST 2D5 1 293 1 100 1*0 (16" PRECAST =4 =- "' M. rAgw M M-1 IMONI..A I= 442 1 7110 10011 I= im 21V 00 4" IT ME 10111.4 13811.&1 ISIZ.J iffi? IW4r (17V) PRESTREIISED N.R. In NR MR WR Nit NR 14%r (IM PFESTRENED N.R. 284 91 ,rr (TM PRESTRESSED = NO 354 3011 020 'n On m MmI 9110.1 On. On I i3oh. M Isis. 1131- 17" 460 M _ IM I$= Ono MY U12 1" (184') PRESTRESSED NA NR HR MR I In MR AIR IV4' (1641 PRE8TRBM NJL 269 83 __ v., (184, PREnm On no H313�1 On 400m a" Wml we'w M 7119. Ina. Oil. im. M40 mew 412 710 I= lm x1m nao sm ir-4" CAn PRESTRESSED N.R. M WR m NR WR M NR lr4* On PFIESTRMEID N.R. 194 64 Ir-C Wn PRESTRESSEID isy In On no 308 405 on On 521.1 NOW On. 100. in. un. ME 1473- 300 so On 1= Mf is4p 2w 19-e CAn PRESTRESSED NJL NA NR m NIR NR M NR lIY4' W2') PRESTREM Kk 1146 52 ir-C mn pwaram in M m 283 34B S a W - 841 12V m WNIR m 1017 Ilv IRS me 21`0 On PRESTRESM Hit NR in KA Wt In WR NR In 21-4- On PRESTRESUMM A 125 42 21-4- On PF07REM 'a 142 W in YO E "n 'a 40 M On 0106. an - low - too w On Go 1114 an ma 2r-V (0141 PRES. NA in MR Ift In NR A 2Z-V WC) PRE111TROSED E. p-El �. 27-V (284') PFMB,.F-,W'w- ley In NO 0 in 30 379 Ing 431 4M .61 M.4 waid M.Of M, m. Is in On . Mo INO 2V4r Mn PREPRES110 I N- hilt F_ _7 24-0 On PRESTRESSED In 202 MI w $10 So 342 416 4M MU6,4 Mm Mj 412.1 M" w. m M­ . 1222 (#) THE NUMBERS IN PARENTHESIS REDUCTIONS FOR GRADE 40 FIELD ARE ADDED PERCENT REBAR. (#) THE REDUCTIONS NUMBERS IN FOR GRADE PARENTHESIS 40 ARE FIELD ADDED PERCENT REBAR. ALL VALUES TAKEN FROM Wn LOAD TABURS' BY CASTCRETE MAY 2015 EIDITM PRECAST PRODUCM NY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES 61116CWATIONS PROVIDE MIMMUM COF BEARING PAST EACH SM OF VVIWOW OPENING - - - - - - - - - - - - - - mm ----------------------- m --- mm-m ---- % 8F16-1T/0M/0B 8F16-1T/0M/0B 8F16-1T/OM/0B % % 4* % % % % % % % 40, 4# J# 4# 0 4# u: -UNO, PROVIDE BB1 WHERE ROOF TRUSSES BEAR, TOP 40 J# s 4# 8RF8- J* IT/OIWOB 4# 8F16-1T10M10B SAFS-1T/0Mf0B 8F28-1T10M11B i L - - - - - - - - - - - - - - - L - - - - - - - - - - - - - LIFT BEAM PLAN. SCALE: 1/4"= V-0" 1441 N. RONALD REAGAN BLVM LONGWOOD, FIL 32750 PH: 407-774-6078 FAX, 407-774-4078 www.abdeslgngroup.com AA #: 0003325 24 14 #A M`n F'StMDIV. SO 7107"11 SILVERADO LOT #3 04128.00 -03011 MODELA 4EBB "1828-CALI" GAP.A02 BWDM: RIGHT PAGE; LIFT BEAM PLAN AND NOTES 50 MPH E . B F-PRMT 12/01 fm DATW. DCAXJC: 1/4"=V-0" L"r %.. 8Hz S21 #5 CORNER BAR W/ 30' LAP FOR EACH COURSE OF BOND BEAM VERTICAL RESAR W/ 10' HOOK 7—, #5 BA CORNER REINFORCING OF BOND BEAM 1 SCALE: 3/4'=1'-O' NOTES TO THE INSPECTOR/CONTRACTOR TYP.B'x8' 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM m 1#5 Z IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. rf.\' 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING PLACE STEEL HEIGHT. O REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND NG AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 8'x16' 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL OBE ; COURSE OF REINFORCING ONO FORBTHE BOT OM BOND BEAM ISTO BE CONTINUOUS THROUGH THE TOP OF THE LINTEL. �" g / A �\tx'0l" g S. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16' DEEP.— Q tt 8x16 DBL. BOND TOP OF / •\�•�' P� BEAM W/ (1) #5 BAR BOND BEAM •\O EACH COURSE G 8x8 BOND BEAM TOP OF • ��Ga\� W1(1) #5 BAR .y _ BOND BEAM I .\Y\O U = UNFILLED D/GROUT GROUT SOLID FROM TOP d-1\� NOMINAL LINTEL TO TOP OF BOND OF OPENING WIDTH /� # OF #5'S, IN 2ND BOND BEAM, IF FILLED LINTEL. BEAM COURSE SEE NOTE 5 B Bxs PRE -CAST CONCRETE 5 �P LINTEL W/ (1) #5 BAR (L2) p� EF NOMINAL—� LENGTH OF BAR = WIDTH OF MASONRY QP HEIGHT # OF #5'S, TOP 16-1 T/1 7#6'S. 0 OPENING - 2' IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE OR BEAM DESIGNATION THAT XFXX-1T/iM DBIND INDICATES ADOUBLE BOND BEAM BOTTOM 8x8 PRE -CAST CONCRETE SCALE:34'=1'-0' AND XFXX-1T/OKWB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (L1) REFER IT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATIONS AND XUXX-1TAM/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TOP LINTEL OF OPENING AND XUXX-1T/OM/OB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) 20 (MIN 2 X3)1-V16 TAPCON OR DRIVE PIN (MIN WINDOW SIZEN300 MEN EMBEDM NDT 1 1/4") 8' FROM EACH END AND 18' O.C. MAX. MIN 1-1/4' EMBEDMENT i I 2x6 (MIN 2 X 3) 2-3.H 6 TAPCON PRE -CAST . 3 114" OR DRIVE PIN (MIN SHANK WINDOW SIZE.145 MIN HEAD SIZE .300 SILL MIN EMBEDMENT 1 1/4') 8' 'a SLOPE FROM EACH END AND 18' O.C. MAX. MIN 1-1/4' ^ EMBEDMENT 2x8 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.'" MIN HEAD SIZE .3DO MIN EMBEDMENT 1 2X4 SOLID BLOCKING 1/4') 8' FROM EACH END AND SECURE TO SHEATHING W/ /7/16'OSB 18. O.C, MAX. MIN 1-1/4' MIN. 2-12d PER BILK. EA. END EMBEDMENT LLCMU S HEATHING TYPICAL MASONRY WINDOW WALL SILL CONSTRUCTION 4 SCALE:11/2'=1'-O' C ARCHWAY FRAMING DETAIL J SCALE: 3/4'=1'-0' r SINGLE#5 CORNER BAR, 30x3O TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM PROVIDE #5 BAR AT EACH SIDE STEEL REINF. OF OF ELEVATION BOND.BEAM CHANGE CHANGE IN ELEVATION OF BOND BEAM 7 SCALE: 3/4'=1'-0' 1441 N. RONALD REAGAN BI LONGWOOD,FL32750 PH: 407-774.6078 FAX: 407-774-4078 wwwAbdesigngroup.com AA N: 0003325 b b L'3 �O a atMDM & L107 SILVERADO LOT #3 BLK #1 PROJECT 04128.002-03011 MODEL: 4EBB "1828—CAlf GARAaffi DVMM: RIGHT PAOffi: DETAILS 150 MPH EXP. B AA NO Dw�rZ: 12/01/20 SCA=: 1/4"=1'—O" x*mc= 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) 1Od 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. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. 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 HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177' ° x 2 7/8" LONG, WITH WASHER 0 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'-W, 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 S' FROM THE CENTER OF THE COLUMN. FRAMING PLAN SCALE: 1/4" = l'-W 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH:407-774-W78 FAX: 407-774-4078 www.abdesigngroup.com L AA B: 0003325 ot GI 61 K$K S m a StnODIN ae LOT: SILVERADO LOT #3 BLK #1 PROJECT 04128.00 -03011 KODELa 4EBB "1828-CALL" GARAGE STI NG: RIGHT PAGE: FRAMING PLAN 150 MPH EXP. B A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH PLYWOOD SHEATHING, SEE M 1100 UPLIFT SIMPSON (9) 10d x 1 e NAILS TO TRUSS 'ROOF(WALUFLOOR HTSM20 W/10 10d TO B-(2) SIMPSON HETA18 TRUSS ANCHOR WITH SHEATHING 1/4' (12) 16d x 1 e NAILS TO TRUSS FASTENER SCHEDULE' TT EN 2 ANCHORS TO DBL STRAP, 1 EACH SIDE WRAPS UP AND CONT POURED LINTEL OVER TRUSS (NOT SHOWN) G(1) SIMPSON LGT2 GIRDER TIEDOWN WITH NOTE: A PT SYP R2 2' x 4', M 1900 UPLIFT (2) SIMPSON (16) 10d x 3 } NAILS TO GIRDER AND 8', 8' x 4'-0' MAY BE ADDED HTSM20 INSTALLED ON PRE-ENG TRUSS (2) SIMPSON HETA18 TRUSS ANCHORS WI 10d NAILS, 2 ROWS, 3' OPPOSITE FACES OF WITH (12) 16d x 3 �' NAILS TO GIRDER 0/C TO FACILITATE ONE BLOCK WALL W/10 lod TO ADDITIONAL PLY MAX. TO TRUSS AND (4) 1!4' x 2 1/4' 1x2, 2x WOOD FASCIA ACCOMMODATE TRUSS TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM SEE ARCHITECTURAL ANCHOR REQUIREMENTS. CONT POURED LINTEL 2x SECURED W/ (3) 16d GALV. COMMON NAILS. ENGINEERED WOOD 1x2 SECURED W/ 10d TRUSSES @ 24- O/C, GALV. COMMON NAILS SUBMIT SHOP DRAWINGS 12' O/C FOR REVIEW AND APPROVAL MASONRY BOND BEAM SEE SCHEDULE A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) TITEN 2 ANCHORS MIN. B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) 2' COVER 8 2' APART C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) REPAIR OF MULTIPLE TYPICAL TRUSS/ MISPLACED EMBEDDED TRUSS ANCHOR 1a lb is Dy4rr°� 3 GIRDER CONNECTOR(S) SCALE: 3/4'=1'-0' (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN BRACE W/ (3) 12d @ EA. TRUSSES WHERE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT COVER 5 TRUSSES) 4'-0- O.C. (AT SHEATHING 0'-0- TO 30'-0' (1) -X- BRACE SEAMS) 3V-1- TO 60'-0 (3) -X- BRACE SECURE 2x8 PT. PLATE (1)'X' BRACE* CENTER TO BLK W/ 1/2' DIA. (2)'X' BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2' FROM CENTER TO END. WASHER SET IN HIGH 2x WOOD FASCIA, STRENGTH EPDXY 6' SEE ARCHITECTURAL MIN, EMBED, AT 32' OC MAX. PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8' STIFFBACK (AS PER O.C. MAX TRUSS ENO) CONT. 2x4 SECURED W/ (2) 10d's @ EACH TRUSS TO BE INSTALLED @ 10'-0' O.C. MAX. SEE SCHEDULE FOR BOND BEAM REQ. BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS SCALE: 3/4'=1'-0' NOTCH DEPTH 1/4'D HOLE EDGE>5/6• THE USE OF ALTERNATE MATERIALS MAY BE HOLE DIAMETER <215'D 3GL. STUD USED SO LONG AS THEY CONFORM TO THE OUTER 113 F FOLLOWING SPAN ONLY HOLE EDGE >5/8' 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS _ A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F7 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 ol THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 BTM. HOLE DIAMETER FORCES ALL AT THE SAME TIME, FLOOR TRUSSES NOT EXPOSED TO WIND ARE PLATE < 3/5'D DBL. STUD SUBJECT TO F1 AND F2 FORCES. STUD NOTCHING AND BORING LIMITS 8 MATERIALS SCALE:11/2'=1'-0' SAALTTKERNATESCALE: 3/4'=1'-0' 1441 N. RONALD REAGAN Bl LONGWOOD, FL 32750 PH; 407-774-6078 FAX: 407.7744078 www.abdosigngroup.com AA N: 0003325 r � Itl hp C � kT a SUBDM Be LOT SILVERADO LOT #3 BLK #1 PROJECT 04128.001-03011 MODEL' 4EBB "1828—CALI" GARAGE 57RN0: RIGHT PAGE: DETAILS 150 MPH EXP. B L —M NO 93M j MMOIN DA 12/01/20 SCALE: 1/4"=1'-0" SHEET S3.1A VTCR SPACING (1) AT EACH END 41 1 2z4 BLOCKING BETWEEN TRUSSES VTCR AND 6-0"O.C. MAX. (2) 2X4 No.2 SYP DIAG. WHERE X-BRACING IS PRESENT AT BRACE W/ (3) 12d 0 EA. 4•-0' O.C. (AT SHEATHING SEAMS) TRUSS(DIAG. BRACE TO COVER 5 TRUSSES) 0'-0' TO 30'-0' (1)'X' BRACE •X' �\ 111111111 114, 30'-,' TO 60•-0 (3) BRACE •X' PRE-ENG GABLE TRUSS j (1) BRACE 0 CENTER 41 (2)'X• BRACE DIVIDED EQUALLY STIFFBACK AT ALL 2z SUB -BAND \ FROM CENTER TO END. UPRIGHTS OVER 4'-10' NIGH (AS PER TRUSS ENO) PLYWOOD SHEATHING, SEE 'ROOF/WALUFLOOR SHEATHING FASTENER SCHEDULE' c SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO, �+ AIDE VIEW 1x2, 2x WOOD FASCIA CONNECTION PER SEE ARCHITECTURAL TRUSS MFG. 2x SECURED W/ (3) 16d ENGINEERED WOOD GALV. COMMON NAILS, TRUSSES 0 24' O/C, 1x2 SECURED W/ 10d SUBMIT SHOP DRAWINGS GALV. COMMON NAILS FOR REVIEW CONT. 2x4 RAT RUN 12. 0/C AND APPROVAL SECURED W/ 12) 12d's 0 PRE-ENGINEERED MASONRY BOND BEAM EACH TRUSS Y TRUSS CONNECTION SEE SCHEDULE GABLE END PRE-ENG'D TRUSS om� SCALE: N.T.S. 1 W/ HIP RETURN 1 N. RONAL.D REAGAN BL LONGWOOD, FL 32750 PH:407.77"078 FAX: 407-774.4078 www.abdosigngroup.com AA B: 0003326 C 6 b a sUBDiV Se I.oT: SILVERADO LOT #3 BLK #1 PltOJECT#L 04128.002-03011 MODEL- 4EBB "1828—CALI" GARAGE 9WING; RIGHT PAGE: DETAILS 150 MPH EXP. B Dw12/Olr—IUNT7 9CA X: 1/4"=1•-0" opmET S3.1C m m Z� �.l GA8,1-END f_� - HIP POOF ROOF WIND DESIGN PRESSURES NIET(GIR"S") ASCE T-1 0 ZONE 1 8.97 PSF (19.97) ZONE 2 17.98 PSF (27 98) ZONE 3 33.63 PSF (453) A'- W-O'END ZONE DISTANCE BASIC WIND SPEED: 150 MPH WIND EXPOSURE: - a" RISK CATAGORY: 11 APPLICABLE INTERNAL PRESSURE COEFFICIENT , 0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7/16" O.S.B. OR 1/2'COX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. SIB COX EXT, PLYWOOD, WITH Ed RING SHANK GUN NAILS AT 4'O.C. AT SUPPORTED PANEL EDGES AND 8d R ING SHANK GUN NAILS AT VO.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROO, SHEATHING TO GABLE END FRAME USE Ed 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 DIA SHANK TENSILE STR. SHANK 8d RING SHANK, 2 1/2" 0. 120' 170,000 810- 6-20 RINGS SCREW SHANK ER INCH) Ed SCREW SHANK 2 1/2' 0.120* PNEUMATIC SCREW -NAILS 1 NAIL SIZE PER ASTM F1664 TOP CORD BLOCKING AT 4' i INTERNATIONAL STAPE, NAIL & TOOL O.C. MAX. IN FIRST 2 FRAMING ASSOCIATION (ISANTA) ESR-1539 SPACES AT EACH END. RAFTER OR TRUS = EXTERIOR SHEATHING USE 1/2' COX OR 7/16' O.S.B. PLY WITH Sd RING SHANK GUN NAILS AT 4* O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4'0.C. TOP & BOTTOM PANEL AND 8d 13ING SHANK GUN NAILS AT 6"O.C. AT INTERMEDIATE SUPPORTS OR 7/16' ZIP SHEATHING SYSTEM (INSTALLED PER MANUIC. SPECS.) SEE DETAIL. 8d RING SHANK GUN NAILS 0 4"O.C. TOP & BOTTOM EDGES f . . . . . . . . . . . . z LU Z UJI z z z Z,j DO z cc GO Z LU z 0 =) 0 0 LU b 3: ci 3 a: m Go z Lu ILL! Lu cc GO z GO LU z E-mm m m M 'I mm mmmw mmmmUll ROOF SHEATHING LAYOUT AND E ==G d RING SHANKGUN NAILS 0 6"O.C. IN FIELD TYP. EXT. SHE*ING ;HiATHING (O.S.B. TO BE STRUCTURAL GRADE) Ed RING SHANK GUN �AILS 0 12' O.C. IN FIELD or Ed x 2 1/2' SCREW SHANK PNEUMATIC SCREW -NAILS 0 100. FIELD TYP. 314'T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITECTURAL MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE 13UILDING CODE STANDARDS: FBC-R 2017, ft EDITION ACI 318-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, ACI 630-13/ASCE 6-13 AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2ol 1, ASIDE 7.10 AND AISC SPECIFICATIONS ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD, DO NOT SCALE THE DRAW NGS. FOLLOW WRITTEN 04MENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT it TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART OF THE WORK. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE IT IS THE CONTRACTORS RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACiNG, GUYS OR TIE-OOVVNS. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTMC33. MAXIMUM AGGREGATE SIZE SHALL BE SIT. WOOD: PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH ORWEATHER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ALL EXPOSED EDGE$ OF CONCRETE ARE TO BE 010NIFEREDVC. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES. TOP PLATE$. BRACING, LEDGERS, BLOCKING, CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. RD = 1100 PSI AND A MODULUS OF PROVIDE 64AL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABSON-GROUND WHERE INDICATED ON ELASTICITY - 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE DRAWINGS. SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE. PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES $HALL BE RATEDTO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM FORM -WORK CORROBORATE TETRAHEDRAL (DOT), WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY 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 AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCOF30ANCE WITH ACI 347, W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT 'RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN W OF HEARTWOOD. EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER F8CR 2017,6th EDITION. SEE NAILING SCHEDULE ON PLANS. WATERPROOFING. FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURALDEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS, Syp 02, WELDED WIRE MESH: WELDED WIRE MESH, SHALL BE ASTM A185, GRADE 85 AND BE PLACED IN ACCORDANCE WITH THE ACI TYPICAL DETAILS. MINIMUM LAP $HALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH r CHAIRS SPACED 3'-T OC, EACH WAY. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. BEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES, WOW TRUSSES: TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THENATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS'SY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATE$ SHALL BE A MINIMUM THICKNESS OF 0OW AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR 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 -DIPPED GALVANIZED. GRADE 80 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE DESIGN LOAM: Wl THE TYPICAL SENDING DIAGRAM AND PLACING DETAILS OF THE AC1 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 'TPI/WTCA SCSI 1' ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 pst AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEERS COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED 20 pIO TOP CHORD . ­rtt REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR 25' #6 36 WOOD TRUSSES. 10 DO BTM CHORD ­­t :AR #5 BAR 30' 07 AR m 42' TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEADLOADS FORTHE ROOF PROVIDE 36" ' 36"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 DEADLOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI ASOA�l 02. IS pf TOP CHORD 20 Pf TOP CHORD V pf / ASPHALT SHINGLES) (10 psF w/ No GYPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 10 psf BTM CHORD 6 pat BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT: 10pef MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD So pef WALL. TRUSSESIGIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 pif 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 SPEED - ISO MPH 3- SECOND GUST (ASCE 7-10 (FBC R2017) EXPOSURE B, RISK CATEGORY 11) INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LIVE LOADS: UNINHABITABLE ATTIC WITHOLT STORAGE: 10psf, UNINHABITABLE ATTICWITH LIMITED LAYOUT. SPANS & ALL TRUSS/ HEADER ENGINEERING, ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: 20pd, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30Prf. BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE AND DECKS: 40pf , GUARDS AND HANDRAILS; 200pat, GUARD IN -FILL COMPONENTS: Wpal, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: 5W, ROOMS OTHER THAN SLEEPING ROOM: 40psi, SLEEPING ROOMS: 30pal, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 4OPff( MASONRr. PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIA�S SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES (ACI 530/ ASCE 5frMS 402. BUILDING CODE REQUIREMENTS FOR THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE SH P DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT 0 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 COMMIT rEE. PROVIDED BY THE TRUSS ENGINEER. COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL 13LOCK 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 DRAWI GS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. NO MANUFACTURED IN CONFORMANCE WITH ASTM "0, GRACE fY. - 2000 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 F( SS BEFORE RUNNING BOND UNLE OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPI OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED AWSRFTEN PLACING CONCRETE FOR IN -WALL COLUMNS, GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH WITHOUT THE EXPRESS PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRE14GTH 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 MIX SHALL HAVE A MAXIMUM 3Ar WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF r TO 10'. USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATIOW SITE PREPARATION: TYPE *M"OR'S* MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,DDO pst, FOOTING PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 96% OF THE SHALL BE 3/8'THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1567. TREAT ALL CELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS ANDIOR VERTICAL THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY REINFORCING. SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-T5CHNICAL 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 STRUCTUM MEL: BE MADE BY THE GFO-TECH. ENGINEER. THE MATERIAL. FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE CONCRETE: Sp ECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS. CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: EIT H EDITION, By THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM AX Py .36 lasi FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A-500, GRADE B, ry . 46 ��. STRUCTURAL PIPE SHALL BE ASTM-53, GRADE B, TYPE E OR S. Fy - 35 kl. 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 TEWME MS. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL CONTRACTOR %KL "MIT PROPOSED MIX DESIGNS, NTH HISTORICAL STRENGTH DATA FOR EACH SEPARATE PAX PRIOR TO OTHER BOLTS SHALL BE ASTM A326-N BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL CONCRETE PLACEMENT. CONCRETE SLUMP $HALL NOT EXCEED T-i- PRIOR TO THE ADDITION OF PLASTICIZER BE TIGHTENED IN ACCORDANCE WITH THE TURNI-OFF-THE-NUT METHOD, CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 3DI AND ASTM C-94 OR MEASURING. MANG, TRANSPORTING, ETC. ALL ANCHOR 13OLTS 814ALL 13E GALVANIZED STEEL. J43OLTS ARE TO BE STEEL, CONCRETE TICKET$ SHALL BE TIMESTAMPEDWHEN CONCRETE IS SATCHED. THE MAXIMILM TIME ALLOWED FROM WHEN WATER IS ADDED To THE WX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MNUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SMALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPUANCE NTH THE ABOVE. REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A. 3'FDR C014CRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS: el FOR CONCRETE EXPOSED TO EARTH ANDIDIR WEATHER 1-1/2'FOR 05 AND SMALLER 2. FOR 06 AND LARGER C FOR CONCRETE NOT EXPOSED TO WEATHER 314. FOR SLABS, WALLS AND JOISTS 1.1r.r FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS FASTENER SCHEDULE WINDOW AND DOOR BUC < FASTENERS FASTENER APPLICATION sim -E EPADNG APPLICATION TYPE Ps­ ­TFUR NGTO C­ ­ENED COL .-GE DODIR ELCH I..— -ON M_RY ­ENEED.,4-E CIGT. 3Y­ -L I ­ LONG To _­ 4OW-R _ENER I I 1 ­ EDGE .- SGD. &, ­ D­ CASEHA ENEOCOIL .-DO -DO- -ENED GA.GE DOOR -K ll* DI, W' E.-ION -T 'E"11,*'INI IT, -L I I— _.PEC I- -I- To __ �' ED. NINDOW BACK CASE HA DENEO COIL W­ FASTENED ME-T­ CONTACT THIS ENGINEER FOR SPACING NOTE. NAIL-LON. ­GEPEG ­O�W�. MAECAAY/CCNC, REQUIREMENTS ­­ IACK ft K. E NOtE. (�) ­... NO - - -NE. I- .. IET., I ­ EDGE G­ NONHIEARINGWCOC To CONG 11 .1' E I GOL, LET, 3- EDGE - WI- "C. 4- END DIST., I PT TO STEEL COL. EEE A.- PAP .2 C E. ­R A -PE EDGE ­T NOTEO 1. STAPLES $HALL NOT BE USED FOR ANY STRUCTURAL A PLICATIONS 2. FASTENING OF GARAGE DOORS. WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND I OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAP SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. 1X MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. Mh F I 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407-77443078 FAX- 407-774-4078 wwwAbdesigngroup.com AA #: 0003325 1 Its RIM F-sustom se X10T. "0 SILVERADO LOT # B #1 LK PROJECT# 04128.002-03011 MODZU 4EBB "1828-CALI" GARAGE 8TrMG: RIGHT PAGE: DETAILS U50 MPH EXh Bj F-PRMT DA=: 12/01 DCA=: 1/4"= 11-0. a*lIZZT SNI sh6, 2 i /5�2 0