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HomeMy WebLinkAbout38328 Sonnet Landing Ave99 2447 3EFB-ROBIE99 A1d-rH }aRE0/AUieiC C �vli, a? i + rT �I :{� C�"DE, RiG ,ODE, AND a j vi-p� CSC E:p r . RH1) LS' ORDiNANCE`, e,i TREV I EVV ®ATE. "- CITY OF ZEP�pjjlI��... �. PLAN FXAt�l'tt3s �- . HOMES 12602 TELECOM EDRIVE, TAMPA, FL 33637 T451- (813) 740-9720 Fax: (813) 740-9715 STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS -I� BIIIIMG C. ABV. ABOVE LAV. LAVATORY DATE Dr8CI31PTION DR HORTON HOMES 12602 TELECOM DRIVE TAMPA FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 7M ED11L (�) ��1.�,,��II�� - IAIMIYI Al� of�io -OCCUPANCY - RES' DMAL, GROUP R3 -CONSTRUCTION TYPE - VB -)0• DMOR FUM - CUM B -BASIC IrRNIi 3PEBD - Vult=I80 MPH Vasd=124 MPH EXPOSURE - c 1-STORY BESIDENCE - M -2-STORY R=KNCE - MIN(, HUGHT AS PER IACAL AND STATE CODES A/C AD ALT. AMP. BD. CL CAB. CLG CLO CONC. C� c.r. D. DBL D.O. DU. DIM. DISP. DP. DR. D.S. DTL AIRCONDITIONINGMUM. ADJUSTABLE ALTERNATE AMPERAGE BOARD CENTERLINEMID. CABINET CEILING CLEAR CONCRETE CARPET DRYER CERAMIC TILE DRYER DOUBLE DUALD DIAMETERETER DIMENSION DISPOSAL DEEP DOOR DOWNSPOUT DETAIL M.C. MFR. MIN, M.T. MTL. N.T.S OC. PL P.B. PH. PET. PLYWD. PR. P.T. R. BAD. RA.G, REF. RM. R.O. LUMINOUS MEDICINE CABINET MANUFACTURER MINIMUM METALTHRESHOLD MOUNTED METAL NOT TO C NOT TO SCALE PROPERTY LINE PUSHBUTTON PHONE PLATE PLYWOOD PAIR PRESSURE TREATED RISER RADIUS RETURN AIR GRILL REFRIGERATOR ROOM ROUGH OPENING 0SJIMM 2-STOW ARCHITECTURAL SHEET DESCRIPTION BID SET IS&= PG CS -COVER PAGE PG GN- GENERAL NOTES PG Al -FIRST FLOOR PLAN PG AlA-DETAILS PG A2-SECOND FLOOR PLAN PG ASH -FRONT &REAR ELEVATION "H" PG A4H-LEFT & RIGHT ELEVATION "H PG El -FIRST FLOOR ELECTRICAL PLAN PG E2-SECOND FLOOR ELECTRICAL PLAN PG Pl-PLUMBING PLAN PG MI -FIRST FLOOR MECHANICAL PLAN PG M2-SECOND FLOOR MECHANICAL PLAN gvnm 20n FBC L"DATE 02" STONE ELEVATIONS ADDED R&M BID BET RE-1S&W C"Ab FOOTING REVISION PER M. DOLLEB M� I ORppRATR I_J018T DETAILS 1 FRAMING PLANE PER hL BOLLEB owns CONSTRUCTION DOCW*NTS RE -ISSUED Od%%OM EbI.LARP DETAIL REVISED oft/M DETAIL- 'ADDING BAR TO DOW BEAM' ADDED TO 612A STA.J..r� E OF FLORIDA S .FP. CALC. S o2B/IS Tmee ID'S ADDED TO F1+ZFN•IINCa SHEET M»Ren9 PLAN MANTENANCE PROFESSIONAL ARCHITECT: ISTFLRLIVING Io48 ba FT. D.W. DISHWASHER S.C. SOLID CORE EXrDR 04ADM REVISED LINTEL SITE • ENTRT• PG Dl-DETAILS ROLAND A. ABOUCHACRA AR No. 93723 A.H. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 2ND FLR LIVING 13" SO, PT TOTAL LIVING 2441 SGi FT. GAW.40 4M fia FT. 34 �, FL. TOTAL 2882 8Q Fr. SXV PATIO Bm Sa Fr. EA. ELEV. EQ. EXH. EXT. FO./FX. F.O. FIN. FLR FLUOR. FR. DR. FTG GA. GAR. DISP. G.F.T. GL. EACH ELEVATION EQUAL EXHAUST EXTERIOR FIXED GLASS FUEL GAS FINISH FLOOR FLUORESCENT FRENCH DOOR FOOTING GAUGE GARBAGE DISPOSAL GROUND -FAULT CIRCUIT GLASS S.D. S.H. SILL sLITHG. SHWR. SIN. SL. SLGL. STD. SWS TEMP. THK. T O.C. T O.S. TYP. SMOKE DETECTOR SINGLE F LING SHEET SHEATHING SHOWER SIMILAR SLIDING SLIDING STANDARD SHEAR WALL SECTION TEMPERED GLASS THICK TOP OF CURB LATE TOP OF SLAB TYPICAL PG D2-DETAILS PG D3-DETAILS PG D4-PRODUCT APPROVALENWr PG WA1-WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS PG WA5-WALL ASSEMBLY DETAILS PG WA6-WALL ASSEMBLY DETAILS o4/!4/B UPDATED LEIXM DOLT SIZE 4 SPACING 06&ft ADDED LED LIGFRS • KITCNBN 4 BATHRO" PER MAW WM O&M MMSEDI-JOISTLATour os" I,DaT EIaAG•RK, REVISED gII/a w 11011.Aa USP CQlECJORS UM SM•PSON OO*ECTORb oswm REYIEED STAIC.ASE AND STAIR SECTION DERAIL 06/o2/20 ADDEND OPT. UPSTAIRS LIVNG 06MM PANTRY DOOR REMSED To 2•S DPI. S-M> dIs Nst aU�l �p ITIC m uit STRUCTURAL SHEET # DESCRIPTION GYP. BD. H.B. H.C. HDR. GYPSUM BOARD HOSE BIB HOLLOW CORE HEADER U.N.O. V.P. W. UNLESS NOTED OTHERWISE VAPOR PROOF WASHER WWI ADDED SOW'iT DETAILS PG S1—FOUNDATION PLAN PG SIAA—DETAILS DRAWING / CONTRACT DOCUMENT REVIEW HY BUILDER HOT. OR }3T INSUL. INT. HEIGHT INSULATION INTERIOR W/ WD. wow. WITH WOOD WINDOW PG SIAB-DETAILS PG S1.2-FIRST FLOOR DOWEL PLAN THE HUII DER ASSUMES ALL IJABIIITY FOR 1NTERPRE'TATION OF .THE CONTRACT DOCUMENTS. wn W.I. WATER HEATER WROUGHT IRON PG S1.2A—DETAILS PG 3FIR 2-ST FLOOR LIFT BEAM PLAN AND NOTES Ji ' U IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRMED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAnJNG OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS PG S2.IA-DETAILS PG S2.2A—SAFE LOAD TABLES PG S3—FIRST FLOOR FRAMING PLAN PG'33.1A—DETAILS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE PG S3.1B—DETAILS BUI.DER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR PG S4—SECOND FLOOR DECK PLAN INFORMATION) TO THE ARCHITECT OR ENGINEER FOR PG S4.IA—DETAILS CLARIFICATION. PG S4.2—SECOND FIAOR DOWEL PLAN AS DESIGN GROUP Will RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. Al DESIGN GROUP TAXES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFYs HAVE S5—SECOND FLOOR LIFT BEAM PLAN AND NOTES PG PG Sb—SAFE LAID TABLES PG SIS ROOF FRAMING PLAN PG SNi—DETAIIS PG SD1—SOFFIT DETAILS BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTION BASED ON THE DRAWING SET. d N. RONALD REAGAN 81 LONG WOOD, FL 32750 PH: 407-77"078 FAK 407-7744078 W W W.abdesigngroup.com A, M: 0003325 b Buzwrv. a LOT: ABBOTT PARK LOT #12 BLK #11 IPROJ1mCT* 04181.000-12111 ][ODErs 3EFB "2447—ROBIE" GARAGE 8WWG: RIGHT Im COVER SHEET 160 MPH EXP. C 202 Ls. Dw05/24/21 8CAL,E:1/4' = 1'-0' M9HL'ffiT CS GEMMAL WM 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020) . ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 7TH EDITION (2020) LINO, 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 FBCR 2020 CHAPTER 3, SECTION R301.2.1.2. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-318 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL V MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN % -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN Y,-INCH GYPSUM BOARD OR EQUIVALENT. I _E_ 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING, 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8" LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557.2012 Et. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 8. EXCAVATIONS TO BE A MINIMUM OF T- 0" BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: 'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: 1. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TP11-2014) E. APA - THE ENGINEERED WOOD ASSOCIATION: 1. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOF/WALLIFLOOR 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. 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A" (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM'/.' PVC (SCHEDULE 40), INSULATED WITH %' AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FBCR SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR 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 FBCR SECTION P2603.2. EKFW40RWAILOOVEOM 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 FBCR TABLE R301.2(2) AS MODIFIED BY FBCR TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EKTMM FNRNIES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %' THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-18b, ASTM-Cl063-198 & ASTML1787. 3. LATH & ACCESORIES PER ASTM-C-1063-19a & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - "L' FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS - WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-Cl063-19a AND R703.7. PNE REwmt coNff IRlC110N UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1IT GYPSUM BOARD, R302.7. EX11ltlORcmum 1. EXTERIOR CEILING TO BE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4" TYPE'W DRYWALL SCREWS AT 12- O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CON571WCYM 0ElER11ATION CONSTRUCTION OBSERVATION SERVICES I CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AB 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 ICONTRACTOR'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. EKTB SOFWI3 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) 7th EDITION, (2020) R 704.2 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. 1441 N. RONALD REAGAN 8l LONG WOOD, FL 32750 PH: 407-774-6078 FAX:407-774.4078 www.abdesigngroup.com L AA 8: 0003325 S 4 aUBDIV. & zom ABBOTT PARK LOT #12 BLK #11 PROJECT 04181.00 -12 11 MODRIA 3EFB "2447-ROBIE" GARAGE >!WMG: RIGHT PAGE: GENERAL NOTES 160 MPH E . C AA NO 1 SCALE:1/4' = 1'-0' 1 CONTROL DATE: 12/10/20 (RM) GN DDL. TOP PLATE 9 in A BAR DETAIL THE CLEAR SPACE BETWEEN THE HANDRAIL AND THE WALL SHALL BE NO LESS THAN 1 1/2' AS PER FBCR R311.1.82 NOTE= HANDRAIL ENDS SHALL BE RETURNED TO THE WALL OR TERMINATE INTO A NEWEL POST. NOTE: I. HANDRAILS $HALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A DIAMETER OF 1i't 2' OR A NONCIRCULAR CROSS SECTION WITH A PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN 6 1/4' AND A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4'. EDGES SHALL HAVE A MINIMUM RADIUS OF 1/8'. 2. THIS RAILING SYSTEM IS DESIGNED TO RESIST A LOAD OF 50 PLF FOR A CONCENTRATED LOAD OF 200 FOUNDS APPLIED IN ANY DIRECTION AT THE TOP OF SUCH BARRIERS AT ANY LOCATION ON THE SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM STRESSES- PER SECTION 1601,0.1 / F.B.G. 2020 _HANDRAIL SECTION 'd (2) 2x2 am MQAM (S)2M BLOC 6m FRAMNO W/4' 'TKi "FLOG! OL.E 4 scparl D FOR PAGMER V-4 3/4' 2ND FIN. FLP-- P'RE-ENO'D FLOORMO 6Y61EM� (M FLOOR FRiMM9 OHM) / (2) 2.8 FEADRR NM PRAMNO J PLAN NaM OTAMN, RIMM TO COMOR'I TO MOM 1TH EDMON (2020) MN. TREAD-RO' MAX. 144M.1 S/4• WY' MAX. VARRATION N WIMEN IREAD6 ADJACENT TO EACH OTTER SW MAX VAVAATION N ANY MSMVTPOAD W NDRAIL CIRCULAR CRO66 SECTION DIA TO BE 1 IW -VW OR PROVIDE NMIVALIW 44W.WABUTY nODEM• MN, V URM • NARROW END MIN. 11• UDTH • 2' FROM NARROW IN 54' MN, HANNDRAIL HOT. •WC{.06ED A0006ELE SPACE tNPXR 6TA6M SHALL HAVE W4LL8 UCVFR 6TAIR 6Ur'ACE AND ANY 60PPR6 PROTECT® ON THE ENCLOGED 6DE wTim V)' W MM BOARD& MXa 502.1. T1 T..1.1 .i e 42, HIOH HALF WALL w GAP (2) LAYERS OF 3/4' PLIVOOD OR (2) LAYEM OF 9/4' SUB FLOOR MATMAL RIFE FOR GOLD "LNG Welm TROAD6 TO SYMP42M WYSJ6 a' 6CRIms - EA 67RNOER WTHMADED SHANK TO oOED WYOND THICKNEDS OF am -FLOOR 6HEAT4Nd, �MT6-20 on NO PLAN 42' bL IA WALL UV \ CAP \ S/4 KICK \ PLATE S\ \ \ I' MAX. 2 X 41104,POW-4 EA. 2 X 2 GTRM STAIR DATA: OR • TB2' SECURE IIV2d 61-V Or_ \ T ADS 3-2x2 GYP GTMWM \ 14 I' RENFORCED "w" 6FF \ WVCONT. BEAD of Rue -FLOOR ADFERA \ FL-400 OR 6MILARE • EA HORMOWAL R1N BSTAIR SECTION SCALE, i/t•-I'-IV' HDR. DTL. D SCA E, 1/2 . 1'-m' NOTE, HEADER FINISH TO 06 PER COhMUNITY STANDARD6 2X4 ATTA0*0 YV 10d MA6OSRY NAILS • 2X4 P.T. 6LRRMR WO SLAB UTHN V OP EACH END, 32. Oa MAX. 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 3. PH: 407-774-60, FAX: 407-7744078 www.abdesigngroup.eom AA S: 0003326 � b Q II O ti 9VSDIV. a LOT: ABBOTT PARK LOT #12 BLK #11 PROJECT 04181.00-12111 MODEL 3EFB "2447—ROBIE" GARAGE 6VWG: RIGHT PAGE: FLOOR PLAN DETAILS 160 PH EA C I) Tlt~ 05/24/21 OCALE:1/4' = 1'-01 ar;EET A1A - — - — - — - — - — - 'I 51-0 SHIWGI.E ROOF � Il'-4' 2ND FLR, E5RG HGT - FYPON CKTWI OR E1i111VALENT 12 9 ry 9'-4 3/4' 2NDn `1' - ------ FIN FLR.- - ------------ W-0' 16T FLR 4' RAISED BAND (TYP.)4' EWE RAISEDBAND(TYP.J SCORED FRONT ELEVATION V4 - I -®' TEXTURED FINISH ll'-4' 2ND FLRHG, BRG. T. ---W RAISED BAND (TYP.) �RAISED ELA Bd'ID ..V-4 3/4' 2ND 'FIN. FLR ,.0-0' 1ST FLR 1 BRG. HGT. COACH LIGHT W RAISED 9 BAND (TYP.) 2ND FLR HGT. AREA OF ATTIC = 14515Q. FT. NET FREE VENTILATION AREA REQUIRED = 1/30D REQUIRED VENTILATION AREA = 1451 /300 = 4.84 VENTILATION AREA X SO, INCHES PER FT. (144) = 696.48 SQ. IN. MIN. REQUIRED VENTILATION = .5X 696,48 IN UPPER PORTION OF ATTIC - 34&24 SQ. IN. OFF RIDGE VENTILATION AREA = 115 SQ, IN. PER VENT 34&24 /138 TOTAL# OF VENTS REQUIRED = 3.02817 TOTAL# OF VENTS PROVIDED = 4 'AREA OF ATTIC IS THE PERIMITER OF THE HOUSE, LESS THE OVERHANG EXTERIOR OF WALLTO EXTERIOROF WALL, NO OVERHANGS INCLUDED V2' THICK 2 COAT CE 10M PLASTER AP"LED D#1EOTLY TO MAGONWr 4'x4' ONLY. T.'-TYM K-46KNG 80 IN ROOFNO CmilNT FOWMILA96 6NW42LRO WA6DERLATMENT AS FM FtCR 2)Bi 6YP Pf LEDOEI! W/ W61L ROOF 6HEATHN6 THICIOE66 v2SM' THREADlD ROD 92• AS FM SHEET 6NL SECLPM M" ECIIDILE Or- 4 W'TWIN &' OF EACH FA67ElS:R em MAX BET IN 6MF60N aM*'60N LW-x�� NIGH 6111401TH ID111 Y OR 2k6 61T PT LEDGER IW MIN. VI6' Oat 6w"THNO V2W TNWA[WD MW QWWT TO W st:'WSED TO SW Or-4 WTTHN W OF DO MEMO Wsd NNLS EACH END MA8E X T B4 6' O.C. • PERI'ETER I'-4- 611'P6ON NkW 6TR@4TN On-60N W6-26 W (4) Wd'4 2--0- 04-oxY r' MINallow. TO LEDGER AND (2) IOd'4 4 CHANNEL FOR SOMT OVERHANG DETAIL 0409-� 6GOD TIMI66E6 • 241 OC. iv Aj iv 4UOMIT SHOP DIMJUMOS SEALED BY PROPE6NQLAL ENSOMM FOR REVIEW x 9'-4 3/4' 2ND 9'-4 3/4. 2ND AND COMMCNT6 I FIN. FLRI - ---- - — - — - - - — - — ------ - FIN. FLR PLYWOM FLYIUOOD 6FRATNNO SEE B'-0' 1ST FLRAIST FLR 6TRucTutAL E1RG. FKs�TFKsT �_ _—_—_—_—_—_—_—_—_ _—_—_ _ _ B$�. T• 1N T (PER LEVJ ROOPMI6 AND FLA6H646 W/ DRIP E EDGE PER MNFR W4RRANIM REONMMTlM6 aWISN CTINW U2fM FASCIA WTH OREAC METAL aRAM is y1 b0, 2x& WOOD FASCIA SW 671672MAL FOR F,YTENERa `fl V laW 60RIT FER ATTIC C.,ALC'6 V2' 7HIC K 2 COAT CE4HT FLA6TER AFMMD I'9%B RY TO MA"W 0'-0' FIN. FLRA, —fir-- --------- - ----- - 0'-0' FIN. FLR - RAISED TI MI MR ELEVATICX* 2N7 " WNCOII PER FLAN RAKE SOFFIT DETAIL REAR ELEVATION TEXTURED FINISH 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774,6078 FAX: 407-7744078 www.abdeslgngnwp.com AA M: 0003325 Q 12 Bt� OFF RIDGE VENT ® TYP. IT-4' 2ND FLR , IFT 4' 2ND FLR EiF33. U ----- --- BR:s NCsT. v M1 T-4 3/4' 2N0 �S ,�9'-4 3/4' 2ND FIN. FLR --------� --------------- ----------------------- 8'-0' IST FLR,i, -__¢ _ 8'-0' IST FLR 6RG. HCsT. - - - - - ---------------------------------------- ERG. HGT. iq i0 �9 �9 0'-0' FIN. FLR W-0' FIN. FLR LEFT ELEVATION 1/4 • 1'-0' 7EXTUM0 FINISH ® L7 OFF RIDGE �8 VENT OFF RIDGE VENT 6 TYP IT-4' 2ND FLR IT'-4' 2ND FLR 13, . HGT. ---------------- BFtG. HGT. T-4 3/4' 2ND , ,�9'-4 3/4' 2ND 12 FIN. FLR ----------------------------------------------- -------------. FIN.F� 8'-0' IST FLR', ,`8'-0' IST FLR sw.. HGTHGT ----- — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — ------------ 1 I:s ;ET 0'-0' FIN. FLR . ---------------------------------------------------- ,i0'-0' FIN. FLR Ju RIGHT ELEVATION 1/4 • 1'-0' 71><njpwm PINION 1441 N. RONALD REAGAN SL LONGWOOD, FL 32750 PH:407-7748078 FAX 407-7744078 www.abdeslgngroup.com L AA M 0003325 Q all III stnmrv. & LOT: ABBOTT PARK LOT #12 BLK #11 PROJ>QCT 04181.000-12111 1WDRL: 3EFB "2447-ROBIE" GwRAGM EWDZG: RIGHT PAGZ. RIGHT & LEFT ELEVATION "H" 160 MPH EXP C ELECTRICAL LEGEND SYMBOL DEFINITION NOTES —e EbV CUTLV 20 AV SNSLE POLE Bev OUTLET IIOV OIlILET 102 of ounw 011tm TO 410MC14 Ofl IIOV OUTLET NTOISPTOR(TAMMM IlNSTAW TTF7) 220V CUTLLT (4) WWR CON✓LCTION OR. UATMV"moo CUMV Gnaw FA LT NIERtY•TE[ 6UTC14 SWITCH !-WAY arm SWITCH 4-WAY OFM ff� FO LISNf � CEILM LINT (� LED CL& LIGHT oVP I.®VAPM "mom LOW O VP r1ePfX VAFVLWIT ® R =00 CAN e~.FAN ICI FM 111 Fr. fir'Ma* ell.la/rT ICFM MR tKA FT. MMUMAT FOrnI1e TOD (MOC'S dY IItOUD 2ARgeO ( I•!(TJ } 21FLUDOliscoM 4-RAlOP06C■R p p� ►o--.--o--e-r CO C N TPLAM LMIT PANEL dill rETet S.D. tlrYn ormarOR MAW I w•' la" M01,60110I offTeoTOR MA ®amniaEtE�701t 0/CO CANIM e co CATSO SINLL OO A DSTAN R OP M ALL MIN 4• t}� MAILML AA. ounXT ► TlI.@rHp AAM 111147111111111 Nnllll O aCONECT AR taro D•coNeaT t>e "' I a` Low LJ Ie.O011101 AACK O )-OWr ToAGLnOICMeY II IN AI aI1C11 POlt MOM w OO tlllFO gw N CELsib PANAJaiR ACCOIpA= Of OOk M tack RJR 24• Nr.vone0rt �ppp LMNr 17W nano "• Ncy 06@CN r Lltlsit aTRP nnna„ nn�nnn µ, LMM S71Br mom Law orL tiEClatlTY rQTrAD • ra ru*wmrrYcw POR empm IRS lam • LOCATION OF TV JACKS a PHO R OINI.Efe a PATS TO M VWED • wommo ►dt PM NeffTNm • ALL S 4 20 AMP 8R44CM r"IRcwrS TO BIO AMC FALL? rwoTEetm Mee a SO"111CAL PINOVIei@M OP S= TIY I®Rlsl r'Ae2•] . N3i✓ 2MJ2 2Mfl �trleaL • 20 AT•T DEDIGIT® L.YaCRY C1t0.'1IIT. • aFl . NLAO (NOT ON KITCB4 tOItCWT) • DIGH WN6t DISCONNECT TO M LOCKOW N PA ML • SATHRDOM OX114M MAN TD HAVE M CATAOIT• OF or SECTION • WLAUMOWPL OS dltOleb FAULT CBeNR-NTetleE•TOR PROISGTMN FOR ON gMMl2 SMALL = NOW METALLIC CASI.E M" NWICtIMCAL PPWVIN@M OF Mi.E2(7Eip • ALL WOW TIO t:AL rTtov HS Tb a LMLR2a6 N'e1.T SE A BrIClealT T"M IsM FOR DW PATE PRE-unREp' CLCa FAN �.� i / I I I II II I I II 11=02 PRE -WIRED C`` t^iLC� PAN 1 O qp IU/n SAA I $WITCH IN CABINET KMM um— i PAN. 8. FOR CaARAGE li\ DOOR 44'6FI •kO AFA O 11� GMA(E BOLLARD AS REa PER 15LM CODE `'KEYLESS FIXTURE 4 GFI GARAGE DOOR PREWIRE GFI OUTLET • 481 APP. EMY 1 LIGHT FIRST FLOOR ELECTRICAL PLAN SCALE, V4 • P-0' ALL. DRN C14 CIR XS FOGW D N NM 210B2 ARE TO BE PROTECTED BY AN ARC -FAULT N MPIER LISTED TO PROVIDE PRDTHCTION OF 81 N BRANCH CIRCUIT METER FIELD VERIFY LOC. WP Panel MAIN -A PANEL: 6/16 cup crt. breaker VOLTAGE: 120 / 240 V -1 Ph MAIN: 150 Amp M.C.B FEEDER: 3• #1 Cu THNL#4 g 1-#6 Cu (G) in 1 12" C. OR 3- #210 AL THINN R 1-#6 Cu (G) in 1 /2" C. Wire Pole Bls Descrilion wall.Group cl.ult Wet. D—rl on BW Pole WI. 112 1 20 Exterior Receptacle GFI for TUG 12D0 1 2 apace Space 012 2 20 1nige8on Pimp 10D0 3 5 4 6 6240 A/CC.U:1 30 2 #10 Space 7 8 PANEL -A PANEL: 42 at. breaker VOLTAGE: 120 / 240 V -1 Ph MAIN: 150 Amp M.L.O. FEEDER: 3- 91 Cu THPM 8 1-#6 Cu (0) in 1 12" C. OR 3- #210 AL THM)N 8 1-#6 Cu (G) in 1 12" C. wt. .Pole aar D—1 Bon Watt. Circa# Cl—it Wet. Descripeon Ba Pole Wire 912 1 20 SmI1 Appliance 1500 1 2 4 8000 Range 50 2 #6 # 12 1 20 Micros— / Hood GFI 1800 3 #12 1 2D Small Applionm 1500 5 6 450D wet. Lkal. 25 2 #10 # 12 1 20 Roligerat. 1500 7 6 # 12 1 20 Citing Receptacles AFCI 1600 9 10 1200 Disposal GFI 20 1 #12 #12 1 30 Bath OR Receptacles 12DO 11 12 1500 Di.hwe.h. GFI 20 1 #12 #12 1 20 F ./ H.II / Drdn AFCI 131E 13 14 16 5000 Dryer GFI 30 2 #10 #14 1 15 ghtlerl UMng Roam, Pantry LI9Ms AFCI 900 16 Space 17 1 15M Wash. GFI 20 1 1 1 #12 #14 1 15 ISOa GO AFCI 900 19 20 1000 Gars Door Op.m.GFI 2D 1 #12 #12 1 20 Bea 42 & Bath 42 AFCI 1200 21 22 120E Gen / Eden. Us B Receptacles AFCI 20 1 #12 #12 1 20 Bed #5 & Bath # 3 d Hall & Laundry AFCI 1200 23 24 900 BM #1 AFCI 16 1 #14 Space 25 26 900 Bath #1 AFCI 16 1 #14 Space 27 28 1000 Irrigation controls only 20 1 #12 eca 29 30 S ace S ace 31 32 S ace Spexx 33 34 Space ce 35 35 S ce Space 37 38 8 co #8 2 35 A/C AHU-1 (Heat.6 KVA al %% "a 39 41 40 S 42 Spam two subject to damand recta calculations / Wane 1660E 26700 Load subject to danana attar calculation, I Tine Demand actor a cu s: ABBREVIATIONS: AFCI: ARC FAULT CIRCUIT INTERRUPTER NC: NON -COINCIDENT LOAD GFI: GROUND FAULT INTERRUPTER Taal load subj d to demand actor 43300 First 10000 wens at 10D% 10D00 Remain wens at 40% 13320 Total A/C load 117WI LOAD CALCULATION IS BASED ON A/C NON -COINCIDENT LOAD Total Connected Load watts 35085 w Total Amps tts/240,aa) 14a2 General Lighting S Receplade Load Total A/C Square Feet 2447 General Ltc 4 Rec 3 W / S . Ft. 7341 H-He. 1 at BSW/L!Ohl at 100% 65 Taal General L Ns s Rec as 7406 Olds# we6s/dct Totalvmtls C—ol Us c Rw Pend A 8 1)26 7406 lipI LED LIGHTING ® SINGLE LAV. BATH 4 PROVIDE "M CU, THIN + 1% CI N 2' CONDUIT OR b 4/0 AL, TH#W 4 115, C! N 2' CONDUIT OR 2/0 AL BEM (CONDUIT TO TERMNATE ABOVE SOFFIT • OYMIS44NW 150 AMP ELECTRICAL RISER NOT TO ecAu.E. C"NATICN SERVICE 00 AMP DISCONNECT SWITCH AND 120/240 VC 011INEIIIIAL NOTES, M ELECTRIC METER N 1 4 SE A ELECTRICAL- MATERIALS AND INSTALLATIONS SILILL NEMA W ENCLOSURE MLO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR YTH PANEL EDITICEL[]�Z LOCAL CODES, AND ALL LOCAL POWER COPIP REOUIRE"ENTS. S0A/2P R ALL CONDUCTORS SHALL BE TYPE TMWINIMIlN UNLE88 M cs NOTED OTHERWISE. POWER COMPA TRANSFORMER PROVIDE e0 AMP, 120440 VOLT, I PHASE 8ECONDARK ELECTRICAL SERVICE. PROVIDE D 01 COPPER (C) N 1-1/2" DIA SCHEDULE 80 PVC CONDUIT OR PRIDE S 42/0 ALUMINHM (AL) N 2" DIA SCHEDULE 80 PVC CONDUIT UNLESS SERVICE IS PROVIDED SY THE ELECTRIC CO1•IPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO DID. TELEPHONE "vICE CABLE TELENSION ENTRANCE SERVICE ' SwIle`ENT EdlIP1'@IT 1J v INTERSYSTEM eONDN% TERMINAL AT LOW VOLTAGE COMECTIONS 1 4 CU SERVICE GROUND CONIECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE PISCR 9TH EDITION (2020). 9/8" DIA X S FT LONG COPPER CLAD 6111 OUND ROD 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774.6078 FAX: 407.7744078 www.abdesigngroup.com AA #: 0003325 b aR � Vo pCp�$js Bmwiv. Ali LOT: ABBOTT PARK LOT #12 BLK #11 PR,OJMCT# 0418 .000-12111 MODRLc 3EFB "r2447—ROBIE" GARAGM EIWXKG; RIGHT I PAGIC: FIRST FLOOR ELECTRICAL PLAN 160 MPH EXP. C OCA O:1/4• . 1'-0e 01*== E1 ELECTRICAL LEGEND SYMBOL DEFINITION NOTES ITV CUTLXT 20 AT MAPLE POLE IIOV aun eT nw OUTLET 'ro TOQ uElowUT CH oM IIOV OUTLET EaIIP® VMPNO PALL bnmmwnm Iowanrrm 3@ bpV WRIT (4) NEW OCHECrKN 414 EXT UATIMP OM, ounirr 4mm NLLT N"VA%rmE MTCH SIUTCH 3-WAY OPM BWTCH 4-MY oPffR L.%64 ' V LI'tbINTLD CEILING Lmw © LED CL& LkV4T ©Np LED VAPOR rROOP LAW O VAPOR rROGT LOW OQ RI'1ESSm CAN eVENT. PAN I OM rope as R. VINT. PANI UMUNT OM Plot as FT. Y faclu E (SPECM TIED By J4KLB ~ ® L AaOUND ! ) zL m AROIND 2' PLUORISCCINT 4' RJIOIOScow pp C 4' TRACK LIGHT 0 PANED. METER OSD. smam Comem !UALL U� 1 "`�• I OF EC OR ®'pom O T EERM THEN OAAAL OF NOT AI'A THEM Paw BALL PENDANT LMHT NATURAL lb" ► TELEPHONE AACK OfficomecT Al 11W1111MINN DISCONNECT AMU ON I-E TEAEVRION JACK p roEEoMm"M DN YY ,,,� PO MAIaaD M SucH POR MARGOA*O CEL CELNM PANLAITT ro BE SIrPORW N ACCORDANCE WPM MANSED AM RICH POR e000 sN• 14MAN DMBCW LOW MTRr Aao Gp x• Nc,roEE®a LAW ~ M' NCANDNCENT LAM Nu - FLOW Law on. docile" OWED • r8 PUSH4 WnCN pm 014M LINE POR • LOCATION OF TV JACKA A PHONE CUTiTa N PAM TO BE vMarw • HOMEOUINE mm.C"TRUOTION • ALL d r 20 AMP BRANCH CIICUNM ro BE ARC RAILT rROTECTED rm EL.EcnOrx PROVMIOND or lECa: TTH IE]ITICN rxfe� N NEC zMn ]a7R EDmeTL • ANT LAISOIN GUECWT. • ANDKATED Q A ISLAND, ON CLOCK) DI ISC TO BE LOCKOUT N PMEL • BATHROOM! DMO = TO • PAN ar C6l4SET PAN ro HAVE MN. be a" IQI PROVEN � M SECTION e" �-�jZgE) • LNWRr ROOM RECLTTAG.B SHALL BE OladlD PANLT CRC.t rr-MEINUIPMO t PROTECTION POR FIFAW• ON VNIUMM MEHOD MMOU SHALL ME NON METALLIC CAME PER EAEI:TRIaAN. I'IaDVAlOH6 A� �,@�y •ALL uIDRR ro ccerLT SETH ELEctRe:AL rRDVIeIaNe HE my AM ar TOP mam mor PIER SECOND FLOOR ELECTRICAL PLAN V4 . r®. ----------- I � L � A I11 I � I \ - / LED LIGHTING @ DBL. LAV. DATH Of LED LIGHTING @ DBL. LAV. 5AT4d -3 , UN 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com L AA M: 0003325 ET NEW 9 EXMDM as L/oT: ABBOTT PARK LOT #12 BLK #11 P1moJECT�N 04181.000-12111 a�oaE� 3EFB "2447—ROBIE" GAnAGE award: RIGHT PAGE: SECOND FLOOR ELECTRICAL 160 MPH E . C DATak 05/24/21 DCALE:1/4' = f-0' s ET E2 HVAC NOTES I. ALL MECHANICAL. ECIUIPMENT BWALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MPG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS AB&L BE CONSTRUCTED OF A VALLE: OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL ISE SEALED WITH GLASS FAD 4 MASTIC, AND INSTALLED AS PER MC 'ITH EDITION (2020) MECHANICAL MZWm CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL ISI 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 CHMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET S. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, QB&L BE CONSTRUCTED OF SMOOTH GALV. METAL OR OT1 ER MATERIALS AS PER MC TTH EDITION (202O) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC ITH EDITION (2020) MECHANICAL CODE 603.1 T. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL DE MECHANICALLY VENTED IN ACCORDANCE WITH FOO 'ITH EDITION (2020) MECHANICAL CODE SECTION 403. 8. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 3 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 MF& RIECOMM11MATIONS AND FBC TTH EDITION 0020) MECHANICAL CODE SECTION 60T. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. IL DRYER BOOSTER TO BE A PANTEC14 DBF BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. NOTE ALL HVAC TO HAVE PROPER PANS UY DRAINS ATTIC LEGEND ® SUPPLY AIR OPUSER ® RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRUW — 51ROKEN LINE- RETURN TRIAK BALANCING DAMPER OR 050 O CEILING EXHAUST FAN RCEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR 1$ THERMOSTAT m PASS-TFlRU AIR GRILL OO - EXTERIOR WALL PLENUM—____T y AIR RETURN SUCTION AND LIQUID AIR SUPPLY y REFRGERANT LINES y AIR HANDLER EXTERIOR WALL y 3/4' PVC CONDENSATE DRAIN LIME SECURE M-3 TAPOO S CONDENSER SIMPSON US ROLL STRAP EVAP. TRAY y PVC SLEEVE TO LINES BELOW SLAB OR E GUAL TVmEa"NICALISILD&CODE REFRIGERANT LIIES TO PLATFORM RETURNCONDENSING UNIT TRAP DRAIN LINE AND TERMINATE 4' CONCRETE SLAB —SECURE INTO SCREWT W/S l2) IN AN APROVED DRAIN, AS PER FBGR TTH EDITION 12020E CONDENSER UNIT SECTION W.2A HVAC DRAINS CONNECTION TO PAD NOTE: MAIN COND. DRAIN 3/4' DIA OVER HEAD • 12, FROM STRUCTURE SCORIATED NICKEL FIN. FLOOR COUNTERSUNK BRONZE FL PL. OR WALL CO. PLUG BRASS PLUG FITTM OR EXTENSION TO SOIL OR WASTE AS REQUIRED INSIDE SERIES NICKEL BRA" TOP CAULK P.V G OPTI/SPEC TXLOOR SLAB CLEAN -OUT (TY FIN. GRADE OR PAVING SEE SPEC. 1'-8'Xa' CONC. FITTING OR EXTENSION TO 601L OR WASTE AS REQUIRED nEXT. GROUND CLEAN -OUT (TYP � FIRST FLOOR MECHANICAL PLAN 6CALE-. V4 . V-0' 1441 N. RONALD REAGAN BLVD.! LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA g: 0003325 J S 4 avHDIV. So LOT: ABBOTT PARK LOT #12 BLK #11 I-ROJEOT# 04181.000-12111 acODELC 3EFB "2447-ROBIE" GARAGE awlrrG: RIGHT 1PAGE: FIRST FLOOR MECHANICAL PLAN 160 MPH EXP. C HVAC NOTES L ALL MECHANICAL EQUIPMENT SMALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL BE CONSTRUCTED OP A VALUE OF NO LESS THEN R-6 RATING, ALL SEAMS SHALL BE SEALED WITH GLASS PAD 4 MASTIC, AND INSTALLED AS PER FBC TTW EDITION (2020) MECHANICAL BLCa CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL IBI CLASS I AIR DUCT AS PER NPPA WA 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 PT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY 6EWER VENT OUTLET S. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC ITH EDITION (2020) MECHANICAL CODE SECTION 603 6. ENC .OWD SUPPORT PLATFORMS 644LL BE CONSTRUCTED IN ACCORDANCE TO FBC TTH EDITION (2020) MECHANICAL CODE 603.1 T. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH PBC ITH EDITION (2020) MECHANICAL CODE SECTION 403. S. ALL EXHAUSTED BATH ROOMS, 614ALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 9 ALL FIRE RATED CEILINGS AND WALLS SHALL HAVE AN APPROVED PIPE OR PIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACGE66 DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO M P& RECOMMENDATIONS AND MC ITH EDITION (2020) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS 614ALL BE PROVIDED WITH BALANCING DAMPERS. It. DRYER BOOSTER TO BE A PANTECH DBF 5006TER PAN OR EQUAL FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX 61X ELBOWS. LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR 1 WAY DIFFUSER — SOLID LUE- SUPPLY TRUNK — BROKEN LINE- RETURN TRUNK BALANCING DAMPER OR 000 CEILING EXHAUST PAN RCEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR ® THERMOSTAT ® PA66-TI-M AIR GRILL FREE DRAW AIR HANDLER CLOSET W/LOUVERED DOOR SUPPLIED BY BUILDER SECOND FLOOR MECHANICAL PLAN /4 - I'-0 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.774-6078 FAX: 407-7744078 www.abdeslgngroup.com AA N: 0003325 fit ffi b E 4 '®VHDIV. Ae Low ABBOTT PARK LOT #12 BLK #11 3EFB RIGHT PAGE: SECOND FLOOR MECHANICAL PLAN n iv MICAL.S:1/4- = P-O- I 2X4 TOP PLATE 3 bw OR 9 TOP 1/2'DIRYWLaL1 sro• TOP 112Comm ea.Ao PRE-FAI5 ilRuss A) 1W THM 2 GOAT Y aU on V2• CLG. BOARD ,rlD V2' DRYWALL MA°AS Her :w P.T. WC 3 Dro' OR D SW METAL STUDS P4.4 NOTE: STUDS IN 24 oC 20 6A METAL To ME S' DIA SLEEVE, PARTITIONS SUPPORTING INSTALLED IN WALLS DO NOT CUT Rm. V2' DRYWUALL. WALL HUNG PLUMBING R0,XIvm UTTER/ LOWER WE 6' OR D wo.vA1 NACI a GgBpgETTS AND a 2b REBAR •Name PCD 1441 N. RONALD REAGAN BLVDFIXTURES AND WALL GA METALTOMERKTALLEDBOTTOM WA4 L(26 PIPE WA"m67RIP LONGWOOD,FL32750 CABINETS SHALL BE NOT IN ALL OTC WALLS• STUDSN SECUR® tV�oA PH: 407-7748078 TO ME SPACED IWOC. AT 2ND BOND BEAM O NOT CUT l i nc r� ><lee� eA• ut,LESS THAN 2x4, WHERE PLOOR uuLL$ ADJAC24NT To oomM.wi FAX: 407.7744078 SPACED NOt MORE STAIR WELLS AND BATHROOMR W/W/ 3/4' SOLID QWUT THE BOND em °rwww.abdesigngroup.com SEC M W. 2x4 WOOD TO W/ l U- eS BEAM seao 0Ar .. JAM Fse AA 8: 0003328 PLATE TO SLAB STUDS �24' THAN I6' O.C. OR, NO7 WALLS UV TILE FINISH N' er. LL iea P,qy TO OG. W/ 1/4' WOOD l2) COURSE _ _ t BARB APP� io L Pm �''L T by 0714Ao aoow uu uoa MASONRY LESS THAN 2x6, WHERE sr �. err onele NAIL • 32' OC. SPACED NOT MORE WOOD BASEBOARD SCREW .�. - PAwnww To mm" MAX THAN 24. O.G.» APP OVAL led ® -EFINISH FLOOR • : '. FIN. PLR 1-STORY TYP. INT. WALL m PIPE THROUGH BOND BEAM 2e GAS LM =U BLOCK 3 GARAGE DOOR JAMBS TYP. INT. WALL NON-BRG. 1A METAL STUDS NON-BRG. SCALE:3/4'■i'-0' �^• �� SCALE:IIl2'•r-0' p•I SCALE, 3/4'.I'-V' D1 SCALE, FIBERGLASS SHINGLES FIBERGLASS SHINGLES 2x4 SPF 24' O.C. MAX WITH UNDERLAYMENT WITH UNDERLAYMENT SECURE W/ (2)12d NAILS AS PER PEICR 90511. AS PER POOR SM LL • EA END ROOF SHEATHING WITH IhJDERLAYhENT ROOF SHEATHING 2x BLOCKING BETIUEEN TRUSSES TCICrE88 AS PER eC C R P, FIBERGLASS 8HINGLES AS PER FBCR 9 SJJ. THICKNESS AS PER SHEET SNL SECURED PER PER STRUCTURAL DETAIL SECURED PER WITH UNDERLAYMENT AS PER PBCR Wl6.LL ROOF SHEATHING THICKES8 AS PER FASTENER SCHEDULE FASTENER SC4EDI11 ROOF SHEATHING SHEET SNL THICKNESS AS PER SECURED PER ALL STIFFSTRU SWEET SNI• SECURED $/8' GYPSJ 1 BO FASTENER SCHEDULE MTL. DRIP EDGE STRUCTURAL DETAILS PER STRUCTURAL DETAILS MTL. DRIP EDGE PER FASTENER SC+MDULE OR VY HIGH STRENGTH CLG. 2x FASCIA PER 9• 9' MAX PRE-ENCe WD. TRUSS AX 2x FASCIA PER N BOARD ELEVATIONS o. — ELEVATIONS � NCIE PER ELEVATION VENTED SOFFIT 2 STRIiC� VENTED SOFFIT RN PER O PRE-ENG TRU88 SEE ENERGY CODE FORMS INSULATION R-VALUES PRE-� TPL" WALL SHEATHING THICKNESS AS PER 8oN7 ��1 DETAILSCURED LLIALL SHEATHING 2 REFERENCE BTRUG7IIRAL SNL SECLM PER SEE ENERGY CODE FORMS FOR INBULA AS PER THICKNEBFEEt MTL. DRIP EDGE PER ELEVATION MT DRIP EDGE FASTENER SCHEDULE PER ELE ATION SNL SECURE PER 2x FASCIA PER TYP- 2x FASCIA PER ON SHEET SNI - FASTENER SCHEDULE ON SHEET BNI. M ELEVATIONS O•H. ELEVATIONS PRE-ENG GABLE TRU88 $ro' GYPSUM BOARD OR V2' VENTED SOFFIT I R-41 INSULATION VENTED SOFFIT WEEP SCREED HIGH STRENGTH CLG. BOARD PRE-ENG GABLE TRIM WINDOW ATTACHMENT DEEP SCREED AS PER MA FACTURES ST UCTSECUREDPE B 2x P.T.SECURED PER R-4.1 INSULATION STRUCTURAL DETAILS REFERENCE WINDOW ATTACHMENT AS PER STRUCTURAL MANUFACTURES SPECIFICATIONS 1xz P.T. FURRING RENCE STRRUCTURAL STRIPS • 24' O,C 1,4' THICK 2 COAT PORTLAND + P.T. P S• CMU CEMENT PLASTER APPLIED ' 4O STRPB • 2L 1/2' THICK, 2 COAT PORTLAND DIRECTLY TO MASONRY 1/2' THICK, Z COAT 1/2' GYP. WL. BD. ' CM CEMENT PLASTER APPLIED ,: la' GYP. WL. ED. PORTLAND CEMENT WOOD DABS TO MASONRY WOOD BASE PLASTER APPLIED DIRECTLY TO MASONRY FIN F1.R�_ — ' — 0'-®' FIN FLR QT-0' FIN FLR..L ' _ 0'-0' FAy FLR ° • a • iu 8 GMU °. • a. a. ROOF SHEATHING THICKNESS IS . a. .,. - • ROOF SHEATHING THICKNESS IS ; _ .. a' ENGINEERED PER ASGE 1-id, IN ° ENGINEERED PER ASCE 1-16 IN ACCORDANCE WITH FBCR 2020 .,;' ACCORDANCE WITH FBCR 2020 a 1TH EDITION, SECTION R301.13 ' a' 1TH EDITION, SECTION R301.13 AND 16095.1. AND 16095.1. n W/ WINDOW OPENING TYP. WALL SECTION n W/ WINDOW OPENING TYP. WALL SECTION B " B NO OPENING N OTE NO OPENING NOTE METHOD TO BE USED FOR THE METHOD TO BE USED FOR THE SVHDiv. Jk LOT: ABBOTT PARK LOT #12 BLK #11 PItOJWT 04181.00 -12111 )MODEL 3EFB "2447—ROBIE" GARAGE BIWING: RIGHT PAGIM DETAILS (SHINGLE) 160 MPH EXP. C 4 1-STORY HIP BLOCK WALL INSTALLATION OF ROOF _ 5 1-STORY GABLE BLOCK WALL INSTALLATION OF ROOF SCALE. 3/4'.P-o' WUNDERLA S05.1.1.1 NTOF�T� GGR E SCALE, 3/4'.I'-C' UNDERLAYMENT IN ACCORDANCE WITH FBCR 1105.1.1.1 OF THE FBCR 2020 1TH EDITION IS 04 WHICH USES 2020 1TH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM 0226 (2) TWO LAYERS OF ASTM D226 TYPE II OR ASTM 0486E TYPE III TYPE II OR ASTM D486% TYPE III JU � OR TYPE IV UNDERLAYMENT. OR TYPE IV UNDERLAYMENT. Dw05/24/21 MCALa:1/4" = 1'-0" BIER= D1 FIBERGLASS, SHINGLES FIBERGLASS SHNGI-ES WITH UNDERLAYMENT WITH UNDERLAYMENT AS PER PBCR 9 bil. AS PER FBCR IMIL ROOF SFEATHNG ROOF SHEATHNG THIC10088 AS PER THIC101E88 AS PER SHEET SNL SECURED SHEET SN1. SECURED PER FASIENER PER FASTENER SCFEDULE 80E?DULE PRE-Ews LLD. 4,PER PRE-ENG LLD. DER 24' O.C. MAX V I 24 O.C. MAX. 'f€LUVA GN METAL DRIP METAL DRIP EDGE MATT INSULATION BATT INSULATION 2x FASCIA PER REFER TO ENEW*Y i. REFER TO ENERGY ELEVATIONS CALCS FOR VALUES 2x FASCIA PER CALCB FOR VALUES VENTED ION. I S/8' GYPSUM BOARD ELEVATIONS -m. { o.H. 8/8' GYPSUM BOARD SOFFIT TYP. O1/2' HIGH STRENGTH R Tom• OR 1/!' NIGH STRENGTH CLG. BOARD BOARD REPIERENCE bc2 FIRE -STOP B�OFPT I FIRE -STOP BTRUCIURAL -4.I INBUL REFERENCE STRUCTURAL -4.1 NSUL. 4 N aJ a WINDOW ATTACHMENT w AS PER E MANUFACTURES SPECIFICATIONS y PENCE STIZJCTLIR,AL +.'. 3/4' T 4 G 8LE3FLOOR GLUED AND NAILED 9/4' T 1 Cl BUBFLOOR AS PER NAILING 1/1' THICK, 2 COAT F a GLUED AND NAILED AS PER NAILING IR' TH 2 SCFEDULE PORTLAND CEMENT SCfIEDULE PORTLANDCEMENT i • E PLASTER APPLIED PLASTER APPLIED a DIRECTLY TO ui a DIRECTLY TO v MASONRY m fi—ON MA60NRI' ui Df1 FIRE -STOP In FIRE -STOP CN SEE STRUCTURAL SEE STRUCTURAL ]:AT'l0N R 5/8' GYPSUM BOARD 5/8' GYPSUM BOARD OR 1/2' HKaH STRENGTH GLG. OR 1/2' HIGH STRENGTH BOARD CLG.BOARD ER — — EVATION AQ FIRE -STOP IX2 PIKE -STOP R-4.1 INBUL.\\--R-4.1 NBLL. 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY IkI �:LWZMArrAC:MENT AIPERMTURE6PECIFICATIONB RENCE STRUCTURAL ix2 P.T. PURRING STRIPS • 24' Or— a, CMU 1/1' GYP. ILL. W. WOOD MARE IR' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY Act FIRE -STOP Ix2 P.T. PURRING STRIPE • 24' O.C. e' cm 1/2'GYP. U- BD. WOOD BASE a a n W/ WINDOW OPENING WITHOUT WINDOW OPENING iu SECONDYFLOOR BLO O�Z BLOCK SCALE, 3/4'•1'-& x 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www,a bdesigngroup.com AA +F. 0003326 S 9Ln=rV. de LOT: ABBOTT PARK LOT #12 BLK #11 PROJECT* 04181.000-12111 MODEL: 3EFB "2447-ROBIE" GARAGE FINING: RIGHT PAGE: DETAILS 160 MPH EXP. C A. AR NO Dw 05/24/21 8C, LE' 1/4` = 1'-0' 291 2X6 rT. CENIER Or DOOR FEADER 6EC2IED 6V (1) V2' X N J-OMT 6V 4' MIN. E'B6R7EHf 6V 2' X 2' X VW WASHER A NUT OR IW (2) V2' X a' ANCHOR BOLTS 6V 4' MIN E`BEOMEM IW 2' X 2' X VS' WAGER 4 MR TO I" 6V ® 04' TAPO" 1 Iw EMDEO, a' O.C. 4' END 016T. I VY NOW DIET. ® a A�b GARALWE DOOR DUCK SECURCD 6V (6) V2' X a' J-DOLT OR ANCHOR DOLTS, 6V 4' MN. M'1 MX'ONT, W 2' X 2' X Ala' WAGER A HIM (1) W l-M a' OF TOP, (V WTHN S' OP TWO DTM, ® (3)EVEN-7 SPACED. NOTES, ALL ANCHORS SMALL ME N ACCORDANCE TO M4NPACT3MBC'6 INSTALLATION N6TR1C1"WERE 6UC34 N6TRUCTIGNa ARE MORE 611W4GENT GARAGE DOOR 1 BUCK ATTAR 2X4. m 2X41 m 2" m 6NCUM TO BLOCK SV seam TO BLOCK SECURE TO BLOCK W W*' TAFrZN6 MIN. WM46' TAPCONS (MIN. LA4' TAFCONG Mal a"" SIZE J46 MN SWANK SIZE .MS MIN. 6FA4K 812E .Na MN. HEAD SIZE 300 FEAR 612E 300 HEAD SUM 300 MIN MIM OMEHT 1 1/49 MN @'BEDMON 1 V49 MN. mull' ew 11w) WTHM S' OP EACH UATHIN S' OP FAC44 WM41N a' OP EACH ENO Ala' O,G, MAX END 4 W OL. MAX END 4 B' = MAX 6PACN6. SPACNQ SPACING. 2X6. ® 2X6. ® 2)(6. SECAME TO BLOCK Seam TO BLOCK GROM TO BLOCK W)(2) 3A6' TAPCON6 6V(2) 3K' TAPCON6 6V(2) V4' TAPCON6 MN. (MIN. SHANK 812E J46 MR SWANK SIZE J46 SWANK 812E Jo MIN MIN. HEAD SIZE MA MIN MAP 612E 30O FEAD SUB 300 MIN. a' Cm MN. EI•IBEDFENT 1 V4') MIN E" BEDMENT I V4') 0101MOM ENT 1 V4') WTHN S' OF EACH END a' cm IUTHIN S' OF EACH END a' CM W rMN S' OF EACH END �' DRT6IALL 4 0' OL MAX SPACNB 4 IS' OG MAX SPACING. 4 D' Or— MAX 6PACING. a' CMU SE P.T. OR 6)4'X4' Mal V2' DRTWALL 112` DRTWALL M, DRTWALL SECURE TWRJ FRAME 4 1'X4' 2X0. ® 2XS, ® 2Xa. m EXTEND 1-V4' INTO ❑ P.T. FAL RR SEOURE TO BLOCK ❑ 17pV GROMM TO BLOCK PX4' SECURE TO BLOCK ❑ 1'X4' BLOCK UV W** W K2) 3A6' TAPCONS P.T. NAILER WW2) 3A6' rAPO" M.T. NAILER WO2) V4' TAMPHIS P.T. NAILER rAPcaND DOOR CASING MIN eWANK as Joe Tn6 oDJ L x 4'MK MIN aIMMC azE J46 ppgQ MIN 6MANMK SIZE .N6 MIN. SHANK SIZE J46 MN. FEAR SIZE 300 MIN. HEAD SIZE MM M4, FEAR SIZE 300 W, ODD. x 4' MN. MIN. HEAD 612E 900 MIN. EMbEDI'EINT 1 V49 DOOR CASING MIN. StIMMOMENT 1 V47 MIN. EI'BEDMENT 1 V4') MIN. E'IBEDM ENT I-V4' WTHN S' OF EACH END WTNN a' OP EACH END Wr141N S' OF EACH END DOOR CASING 4 16' S' OF EACH END DOOR JAMB X F WNDCV 4 16' O.C. MAX 4 A W MAX DOOR JAMB OR WINDOW 4 la' O+C. MAX DOOR JAMB OR 6MNDOW 1 D' OL. MAX SPACING ATTACH TU 2X PER SPACMD. DOOR JAMB OR WNDOIU SPACING. ATTACH TO 2X PER SPACING. ATTACH TO 2x UA MANI!'AA:RMES DETAILS. ATTACH TO 2x PER MIANJFACTISIE6 DETAILS. I'WNIM'ACTME6 DETA6.6. 11ANFACTMME6 DETAILS, NOTE, SWIM AS NEEDM TO PLII'B JAMB MO NOT EXCEED V47 DOOR JAMB TO BLOCK +3/4- OR +6/4' w A TO BLACK + /4' OR +6/4' 2X4. m SECURE TO BLOCK 6V 3AY.' TAMD" MN. OK&W 612E 30 MIN HEAD 612E 300 MR EMBEDMENT I V4') WTWN S' OF EACH END 4 la' = MAX SPACRCL 2)B, m SECURE TO BLOCK WK2)!)16' TAPCON6 MK SHANK SUE MS Mal MEAD 612E 300 MK 011OM MEW 1 V4`) a, CM WT14IN a' OF EACH E'D 4 W CUM MAX SPACING. V2' ORYUMLL 2Xa, ® PX4' SECURE TO BLOCK P.T. NALLER YV(2) 3/M' TA,PCONS U** T MN. SIZE J4a DOOR CARING MIN. HEAD 612E 300 MR E'bldRNT 1 V47 WRNN S' OF EACH END A W OD. MAX SPACIN& DOCK JAMB OR WINDOW ATTACH TO 2x PER M4MPAMWAS OVALS. NOTE, SHM A6 NEEDED TO PLUMB JAMB (00 NOT EXCEED V49 DOOR JAMB TO BLOCK +1 1/2' a 111ND01I TO BLACK +1 1/2" NOT& SWIM AS NEEDED TO ft" JAMB (DO NOT EXCEED 1149 DOOR JAMB TO BLOCK +1 16/16" C R-BLOCK. +1 16 6' 2" m SECURE TO CLOCK W( 3A6' TAPCON6 (MN. SWANK SIDE 346 MN. HEAD SIZE 3oO MN. EMBEOMEM 1 V41) WTWN a' OF EACH END 4 I&' = MAX aPACIN& NOTE. 6TRUCIURAL 2X MDT BE 2x6. m2 ON CUTS" 4 6ECURD SECURE TO BLOCK TMROUOFI N04-67MIC1URA- WK2) 3A6' TAPCON6 3A6' TAPCON MIN. I-V4' Er'ENC'@1T INTO BLOCK' (MK SWANK SM .W MIN. MEAD 61E 3O0 Mal E'BEOM INT 1 V49 WTW1N a' OF EACH MHO a' Cm 4 *'Oa MAX SPACING. VJ' DIFT6UALL 2XaGam ❑ T %W2) W ' BLOCK 6V(2) 9)16' TAPCONS P.T. NAILER Mat am" am .Ha DOOR CAMS MR HEAD an 3" Mal 6'BlDM7NT I V4') WTNN S' OF EACH END 4 W O,C. MAX GPACN DOOR JAMB OR WINDOW ATTACH TO 2X PER MAM PACTMES DETALA NOTE SW AS NEEDED TO PLUMB JAMB (00 NOT EXCEED V49 DOOR JAMB TO BLOCK +2 1/4" r111IIiD011 TO BLOCK +2 1/4' u NOTE. GWM A6 NEEDED TO PLUMB JAMB (DO NOT M CKNO V49 DOOR JAMB TO BLOCK +S" �f!Y +A• 2X4. m SECURE TO BLOCK 6V 3)16' TAPCONS (MIN. SWANK 6UE J46 MIN. HEAD 612E 300 MIN. EMBEDMEFIT I V4') WTWIN a' OP EACH END 4 D' OG. MAX SPACIN3 NOTE. 67IWCTURAL 2x MUST DE 2XA" m ON OINa67E 4 6ECJJRto SMClMt TO BLOCK TNad16W NON-STRUCTURAL 6W2) 3A6' TAP ON6 3Ab' TAPC0N MN. 1414' (MIN. SWANK 612E J46 MINIMP' NT INTO BLOCK MINI MEAD SIZE A" MK EMBEDMENT 1 V4') MA MIN a' OF EACW SKID 4 16' = MAX SPACN& 112, OWMALL 2XD. ® PX4' 6ECIME TO BLOM P.T. NAJLER UW2) 3)16' TAPCOM DOOR MN. 6W ,1 K Sit JO CASING MIN MAD SIZE 300 MIN. EMBEOMBNT I V4') WTHN V OF EACH RJD 4 1a' OL, MAX SPACNM NOTE, 6HM AS NEEDED TO PLUM JAMB (DO NOT EXCEED V4') 2ND 2x etolRE TO 6TRUCIIAPAL MlMOER WK2)Qd WITNN S' OF BALM END 1 6' TO a' Or- MAX DOOR JAMB OR WMM ATTACH TO 2X FM M4NFACTME6 DETAILS, DOOR JAMB TO BLACK +8' O� nr 'rn wTnrY a.n• NOTE. 6MBM AS NEEDED TO PLUMB JAMB (OO NOT EXCEED V49 DOOR JAMB TO BLOCK +6 7/16' G11IIaID0� A TO BLACK +3 7/16' 2)(4. m aECJ6E TO BLOCK W( V4' TAPCONS (MN, SWANK 612E J46 MIN. MEAD SIZE 300 MN E'BEOMENT 1 V4') WITHIN S' OF EACH END 4 la' = MAX SPACING. NOTE. S?FAAcnAVAL 2X MU6r BE 2X6. m ON C2Tem 4 BECJRED SECIME TO BLOCK TFIROL04 NON-87014MRAL IM2) V4' TAPCON6 MIN 3Ab' TAPCON MIN 1-V4' O'OP.DI"!M INTO CLOCK. SWANK 612E J46 MR HEAD 612E 300 MK EMBEDMQiT I V4') CM a' OP EACH END a, 4 W Cr— MAX 6PACM y2. OPWYWALL SECURE TO BLOCK P.T. NAILER WW2) MO TAPO" P PT. X 4' MIN. MIN SWANK SUE 343 MIN WEAD SIZE 300 MN, EMBEDMlNT I V49 DOOR CA8045 WTWN S' OP EACH END 4 la' O.C, MAX 6PACNG FD DOOR J OR uMau ATTACH TO 2X PCI! TO OVALS, NOTE, 6MM AS NEEDED TO PLI2'16 JAMB (00 NOT EXCEED V49 DOOR JAMB TO BLACK +3 3/4" r11IINDOIfTO BLACK +5 3/4' a 1441 N. RONALD REAGAN SL LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 wwwAbd6eigngroup com L AA #: 0003326 9 III lei Ni I I I I Y MOM,116 LOT: ABBOTT PARK LOT #12 BLK #11 IPROJZCT# 04181.000-12111 LKODEIA 3EFB "2447- ROBIE" GARAGE BTMGT RIGHT PAGE: DETAILS 160 MPH EXP. C r . J DA��.- 05/24/21 BCA=:1/4' = f-0' B� D3 INSTALL FASTSTERS = P6; STRAPS, STAPLES) AS Nlim APPROVED EUU.DN6 WRAP REQIISLED TO SECURE p4m WUUE t0 FRA41HIS S=NALL AE LAPPED A MNIMIM OP W • VERTICAL LAPS (R)LL MO LAYER -L ENDS) 4 W • HORIZONTAL LAPS. ALL OR" NOD TO 10 LATH VEIS'TICAL LAP TO 16E 1' TLICCO WRAP WITN PO ITIEER SHEATNIN �W6 PAPS[ ND CONTROL JOINT i r 7mm a CoAt CEMENTr�tr' METAL LATHPREPOI!' SELF-ADNERNG ME'ERANE FLMIOE Q CONTROL JOINTB T EE WIRED tED TO LA114 • S• PLASTER \OL T-�, PLASHN6 OVER 4W M m (VMA Nam DO OU1U.DININ6 PAPER KLASHNG OVER APPROVED NOT FASTEN CONTROL. JOINT TO r naa LAP . nn WOM WRAP. 1441 N. RONALD REAOAN BLVD. U ALL EVEN P STUD EXbT6 EEYCI D MCCRPT STAPLES IW USEIDLMO TE'1P. FASMNED(VE1lTJ OG MAX APPROVED METAL LATHSECIS�IE�COYMROIC j(--X PLAAWN TO !t[1BA� ONTO INPE 47t4' 4 f- MEMBRANE LONGWOOD, FL 32750 PH: 407-774$078 x APPROVED DURING INSTALLATION _X WAW. lLASNNSIG TO onl9.n ONTO P1P! www.abdossigng�p.com PASTE�ESS TO EE SP S1W.00 METAL LATN AA A 0003325 • 1' OG. MAX VERTICALLY ME WOOD SHEATHING SHEATHING' ` UM LAYMIt -1. it STTUCW WRAP I PLAST�Iq[9 COAT CEMENT METAL LATH �' CONT. WAD OF SEALANT INSTALL APPROVED HOUSNUIRAP AIR SPU.TRATON EARRS:R OVER LLIID LAYS! -I. HORTU9ELR . / I MIL LAYER Sgt'1E! E ASTOMEFIC COATM OVER STUCCO/ EUWDING PAPER / WPM LAYER 9, GV. FINISH (SEE TYP WALL SECTICH) STUCCO WeAP r,b r I L.ATN BNALL NOT s r n!L ulDno SWATHING SECTIONP eE OOItTNudrd a• to s v ro r 1FSE0119M CONiRDL \ JONM EUT SNALL DE STOPPED MID �JI • ExteSECTON rior use of portland cement plaster shell comply whh the eppllwtion TER AT EACH 3 �.� PROVIDE ZK4 OL92CK 6 I.—, unt PER ASTM oleraImtallation m exteri« iathrg and naming PLACED FLAT MAX r' TO S' t oYale MWM CONTROL JOINT U44 ON ALL t>P shell comply w0h ASTM C 106319a, CONTROL JOIN PALL& ON a TM t78/. �ENEUS POR LATH TO SEi NAILS OR\ �. / / MMACTLERA- STUD SCALES I V)•.I'-O' STAPLES IN 00HPLIANCE WV ASTM C1063 r Z. WRE TES TO DE (NO. IS) OM41b' WIRE / "+ a. NLOCICNG SHOIW MAY W IN ADDITION To WALL STUDS REQUIRED PER PLAN / 45=4' eELF-AGIEFNG ME'IERAI•E 6. FLASHING (CCMPATS" UV HCUSE 4• ;;.; OVER VERTICAL LATH A�NaES UNA • WOOD SHEATHIWs OLP"HUMe ® tI"M4W aPT. A �� OR cm PLA ].CINAMaM.S WRS LAYER 01, s CTEAN a PT. r >, eASAIN a PR. a �STUCCO WRAP (FRAME ONLY) a CawAY a Pr. C 4 FOLD Pr. 0 OVwe Wt. a TTLLPf.a Wu morro® ® J' THICK, 3 COAT CEMENT PLASTER (FRAME), In'COAT LEGEND CEMENT PLASTER (CM) ~ METAL LATH (FRAME ONLY) • ® �� LAP WRB 4 TAPE OVER DRAINAGE PLANE (WRB 20TPeak aO ROOFI AL l SCREED MOM vwmtTnw LAYER #I, STUCCO WRAP) zt',". oa �TINCK A COAT C@16NT ? S'Xb' 'L' TYPE CONTINUOUS WRS LAYER '"2 (FORTIF15ER sra��= 1 WAT f Z GALV. METAL FLASHING C~FLA<� roln�.E. � z WAIL TO ROOF PECK, NOT BUILDING PAPER) VIRD eUE_DMPAIWmwrm*CY) WALL SHEATHING) URD LAYER-t r= CAP SHINGLE - DO NOT NAIL, METAL LATH X—X—X—X S1IIeeo Uw OWAM aaY) INSTALL WITH ROOF CEMENT bi ��j k8k C 9LTHDIV Aa IATs ABBOTT PARK LOT #12 BLK #11 PROJECT* 041B1.000-12111 ][ODEIJ: 3EFB IN "2447—ROBIE=" GARAON EwsxG: RIGHT PAGE: WALL ASSEMBLY DETAILS LAP LATwPL LOM w1aP 1 w p 60 MPH E C OYtw NALM =LNUX4TaP : 5TUCCO mb" opt cm : traw.olt ROOF CEMENT WOOD OR -1116' ZIP WALL ell' .; �ROOFMRELEVATIONS SHEATHING IN, a"FLAO" gINS SELF-ADHESIVE FLASHING NOTE Raa1w A METAL LATH: LATH TO BE PER SECTION mNo ISL �l W1R mw emu. (use on Jfftt- �22S=J= R-1031.1 / ASTM C-04-1-14a, MIN. 2.5 LBS. PRDIT ttrwa taaPNr n x p e DATE: 05/24/21 PER SQ. YARD (UTILITY OR NOMINAL BICALE:i/4e = f—oe vRI• enaa, aVRaAP s•, a" %immison" NXTIMta'MILM LATH DOES NOT MEET SPECIFICATIONS) SHEET �Y (�)­ L" FLASHING N.T. WA1 Of INSTALL 6' SELF -ADHERING MEMBRANE R A8NMG OVER TOP, WOWS) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. aerxm.v�g aC FLA6FIMG TD BE. L D01TOM. 2. .IDE6. 1. TOP VENT CAP I6 TO BE SET IN BED - OF SEALANT AT TOP AND 61DES ONLY. SEALANT 16 TO BE TOOLED SO A6 TO DEFLECT WATER AWAY FROM JOINT'S. E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL 1 JONT6 AND INTERSECTION& r APPLY SEALANT AT PERIMETER OF BACKER ROD NON-M OVAISLE FRAME AND STUCCO CN 81 Y4 CAULKING* JOINT ALL 1 I I I PER SECTION E ftft 16 "ww 6I66Mft BACKER ROD 1 i Exterior use of Portland cement plaster it shall comply with the application requirements of ASTM C 926-18b. ' Installation of exterior lathing and framing shall comply With ASTM C 1063-19a, WRB LAYER'1, '. orASTM 1787. STUCCO WRAP HOOGfD VENT i• THICIG 9 COAT CEMENT PLASTER METAL LATH WRB LAYER 4, FORTIMBER BUILDMG PAPER WOOD 6HEATFIM3 DRYER VENT (FRAME) D SFEATHMG LAYER 9, Co WRAP WOOD — CONSRICTION METAL LATH S' CP1J VINYL CA6M6 DEAD b' RAISED BAND 7G' TO x' rwmAA r " WEEP 6CNEED W IINDE 6TRIP SELF ADW MVE R A614Mo, CLEAN MASONRY BEFORE APPLYM Z FLA6NM6 STOPE'. VENWR OVER 601WATC14 COAT HORIZONTAL WEEP SCREED WISTONE VENEER (FRAME TO BLOCKZ LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — - — - — - — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR'1/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R-1031.1 / ASTM C-841-14a, MIN. 2B LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) FINISH 6' SELF ADHESIVE OVER TOP t SIDES FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT • TOP 4 SIDES 0 DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROLOW—N/ WALL 1 6' SELF ADHESIVE — FLASHING (INSTALL PER MANIA 8PEOW BUILDMG PAPS UNDER 'QUICK FLASV A VENT PENETRATION SCALE- N.T.B. ELEC. METER FIELD VERIFY LOCATION AREA TO RECEIVE STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION ELEC. METER FIELD X VERIFY LOCATION .0000 CONSTRUCTION WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER THICK, 3 COAT CEMENT Y6' TO Ye' MID -WALL WEEP SCREED V b' SELF-ADHESIVE FLASHING WOOD FRAMED WALL HORIZONTAL WEEP SCREED ( FRAME TO FRAME) APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO 5E FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYEILEND FOAM -('GREAT STUFF' OR SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENNG IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRS LAYER STUCCO UM WOOD SHEATHING HOUSEWRAP BELOW CUT SUCH THAT NO MEMBRANE ENTERS BOX APPLY TO FACE EDGE APPLY E-Z BEAD OVER 60 MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS WOOD 61_11EATHM LAYER 41, 67UCC0 WRAP LAYER 42, FORTIFIBER BUILDING PAPER M/E�T�ATLL LANLANC,CI�TIRUCTION UJOWW1 , FASTHN TO WOOD 671RICTURAL MEMBER • 1' O.G- MAX S. alu 7i' TO x' M�-wAiL urEEP ace •, 4 6' WDE STRIP SELF AW$NE FLA M114CL CLEAN MASONRY BEFORE AFPLYMG V FINIGH • MA6oNRY ® HORIZONTAL WEEP SCREED (FRAME TO BLOCK) STEP #3 6' WRB LAYER 01, STUCCO WRAP WRB LAYER M, STUCCO WRAP ® APPLY 60 MN ® SEMERANIERINGs FLA _ GRADE 'D' FELT MEMBRANE FLASHING OVER SELF-AD14ERNS FLASHING OVER APROVEID HOUSEUMI AP WRB LAYER'2, FORTIFISER BUILDING PAPER STEP #4 ELASTOMERIC COATING OVER STUCCO/ G.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP *5 STEP #(o (9) ELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407.774.6078 FAX, 407-7744078 www.abdesigngroup.com AA 8: 0003326 g C a MIS Wit 6UDDIV. Aa LOT: ABBOTT PARK LOT #12 BLK #11 PROJECT* 041 1.000-12111 MODRU 3EFB "2447- ROBIE" GARAGE BwING: 1RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C �w DA'M 05/24/21 SCALM I/4` = 1'-0' EIRE= WA2 WOOD —� CONSTRUCTION -4 HAT CHANNPL ' TYPE W DRYWALL WOOD SHEATHING WIRB LAYER h, STUCCO WRAP i' THICK, 3 COAT CEMENT PLASTER WRB LAYER BTiCCO WRAP ` �a AM GQ tw-III4UC-tSm CUSTOM CASING HEAD m(r. wom FRAMED WALL UM LAYER M, GU84 LOOK DECKM STUCCO WRAP UIIFB LAYER 12, FOR. FIBER FRHt-wav TRUSS BUILDING PAPER J' THICK, 3 COAT CEMENT WEATHER 11lareTivE O,AFIRWR PLASTER RUINER RESISTrVIE. 6' SAF. 6 TOP OF MP SCREED MANVANt -2 TO BHEATHNG BEHIND WEEP SCREED i THIC 5 COAT 0!!� 4' POSITIVE DRAIN WEEP SOREED METAL LATH uleoD eI•EATNING— 1 Y' `:� a TOP OF DEEP SCREED TO SHEAATHNG BELOW \ WRS LAYER M, STUCCO WRAP I WRB LAYER 4, FORTIFIBER 1 BUILONCs PAPER i r' .ELF-ADIERENG FLA814NO WRAPPED _ ! • CORNER OF CANTILEVER NO GAP N FIELD —/ (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CASING BEAD 10A DTL. ® CANT. SCALE, I Vl'•1'-m• NOTE. METAL LATH: LATH TO 5E PER SECTION R103.1.1 / ASTM C-841-14a, MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WOOD CONSTRUCTION WEATHER � ER �818TIVE 3/4 RESILIENT WEATHER RESISTIVE ANYL N 1 cFL4M'EL \ Clc, 3 coAt CEMENT PLASTER 9/8' TYPE 'X' DRYWALL METAL LATH W/1EXTURED , PAINTED WOOD SHEATHING FN16W J' THICK, 3 COAT CEMENT (2) 2x12 HEADER PLASTER VINYL CORNER BEAD 4' POSITIVE DRAIN IICEC Srmean VINYL CASING BEAD NO GAP N FIELD (SWORN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 11D DRIP EDGE INSTALLATION WOOD CONSTRUCITON WEATHER F6816TIVE BARRIER 61 WEATHER RESISTIVE BARRIER •2 AD V70DIRNM �' THICK 3 COAT CEMENT PLASTER 5/8' TLLj METAL LATH W/TEXDWOOD 614EATWNG FINISH PLASCENTHEADER/BEAM VINADVINYL C.ORP- 4' F'OBITIVE DRAM VINYL CASING BEAD DEEP SCREED N FIELD (SHORN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) @DRI���TLLATION I R GRADE V GAP FOR BACKER 1 ROD 4 SEALANT — S COAT ColgHT vNYL CASM BEAD AlAm WATER F %0OFNG t• AUMJWAQ LAYER (2 LAYER PEI • STICK) 0 ANTILEVER DRIP EDGE FN" LAYER (2 LAYER 3' X 3' 26 GA GALV. PEEL S METAL DRIP EDGE SET N FULL DIED OF 6' FRDIlL s SEALANT, V MR STICK DRIP SPACE PW DRIP EDGC TO FACE TO TREX DECK R GAP FOR BACKER I J1'XI �Y♦' P.T. OR SIMULATED ROD s 65ALANT UROOD (1REX) KILLER z COWN0006 vMYL DASHING DEAD WATER PROOFING Mt' WEATHER RESISTIVE LATER l2 LAYER FEEL P BARRIER 9 .TICK) URAPFED FROM +' WEATHER RESISTIVE BALCONY DECK TO CANTILEVER BARRER q 6' F M t STICK • 11rb13.AME, DRIP now OUCK OVER DRIP SFLOOR E Rpm ®® 3' X 3' 26 GA GALV. METAL DRIP EDGE SET N FULL am OF I JfW I)y PT. OR SFWR.A SEALANTA' MR. WOOD (TREX) FILLER SPACE FROM DRIP C40NTNJ" FACE TO TREX Yd GAP FOR ROD A SEALANT WATER PROOFING lot PINION LAYER (2 LAYER LAYER (2 LAYER PEEL 4 FEEL 4 STICK) STIW WRAIRW FROM 3/4 0108 LENT 13N.CONY DECK TO NAT CHANNEL M=Z COAT Cw wNT PLASTER METAL LATH Sw TYPE 'x' DRYWALL WOOD SNEATNNG W/TEXT N$MV t PANTED WEATHER IMM16TIVE FINISH � I01 WEATHER RESISTIVE J' TWIG COAT CEMENT aARRIER 4 R3 4' POSITIVE DRAIN WEBP SaIIIEIlD VNTL LASING MAD NO GAP H FEED (SWORN FOR CLARPICATION OF SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11 EDGE INSTALLATION PLlt'N SHEATHING LATHER RESISTIVE AMER N ARICEA ER RESISTIVE ' SAF. \ am 4 STICK I Ye'A3' 'L' FLASHING RJLLY EMBEDDED N ROOF CEMENT INX3'26GA.G,AI METAL DRIP EDGE SET N FULL am a SEALANT, K' MUN. SPACE FROM DRIP \PEEL A STI _®SUIS FLOOR _ I VXI)1' P.T. OR 611ULAM UIOOD (Twx) FILLER cONT044" Yl GAP FOR SEALAMR OPT. BACKER ROD. MODIRLD w 3/4 RESILIENT HAT CHANNEL YIWYL CASING DEAD 5/8' TYPE 'A, DRYul" W/rEXIURED 4 PANTED FINISH THICK GOAT CEMENTASTER I WEATHER RESISTIVE BARRIER N USER RESISTIVE BARRI02 MKTERI°'6 COUM COLUMN SIEATHMC4 LE G E N D b' SAP. 11(t'x3"L' FLA9HMG DRAINAGE PLANE (WR5 FW.LY EhIDEDDED IN ROOF CEMENT LAYER *l, STUCCO WRAP) I)j' X 3' 26 GA GALV. METAL DRIP EIME WR5 LAYER 02 (FORT IF I5ER — - — - — - — — SET N FULL am OF 8E4LANT.1i'MR BUILDING PAPER) SPACE FROM DRIP RET O T FACE X y L TOCAONS,THE BEAD METAL METAL LATH WATER PROOFING lot LAYERLAYER PERL iav (2GIRAPPED STUCCO FROM, BALCONY DECK TO CLANCK C LEVE WOOD OR i/16' ZIP WALL iTHICK 33 OAT CEMENT PLASTER SHEATHING METAL LATH WOOD SHEATHING I SELF-ADHESIVE FLASHING vINYL caaeWete DEAD J / (SHOW) FOR CLARIFICATION OF L . LA J SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11C EDGE INSTALLATION 0 COLUMN (W/"I:' FLASHING)- SCALE - WOOD 84$ATHBJ03 WRS LAYER M, — STUCCO WRAP 2x FRAMNG M R10M � THICK EN 3 COAT CEMENT WOOD SHEATHING WRB LAYER 52, FORTIFIBER 2 1/2' C BBEAT2 BUILDING% PAPER H FASTENED TO SHEATHING wRB LAYER 01, . +- S M METAL LATH STUCCO WRAP UM LAYER 01, THICK, 3 COAT CEMENT WR5 LAYER i12, FORTIFIBER STUCCO WRAP PLASTER I BPAPER UILDING WOOD S EAtHNG .'SELF -ADHERING METAL LATH METAL LATH FLASHING J' THICK, 3 COAT CEMENT WRB LAYER n, FORTPIBER BUILDING PAPER , (EXpLOpED IEW FOR PLASTER CLARITY) 14A ORNER BEAD ® FRAME DRIP CAP WINDOW FLANGE l 2 1/2, l- CORNER IBEAD (FASTENER t SPACIW-s 9 1' O.C.) CMU 1/2' THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY / 4 R�CORNER BEAD � BLOCK WRB'LAYER al, STUCG�WRAP WRB LAYER a2, FORTIFIBER BUILDNCs PAPER' METAL LATH i' THICK, 3 COAT CEMENT PLASTER 6'SBLF-ADHERING FLASHING DRIP CAP —� WINDOW FLANCsE 15B CASING BEAD ® WINDOW (FRAME. NO BAND) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 b eveDly as LOT ABBOTT PARK LOT #12 BLK #11 PROJRCT# 04181.000-12111 Ia[ODEIA 3EFB "2447—ROBIE" GARAGE OWING: RIGHT PAGIE: WALL ASSEMBLY DETAILS 160 MPH EXP. C D TM 05/24/21 SCAT D IX = 1'-0" erzcT WA3 .00 BRYGAP TYP THICK 3 COAT CEMENT LEGEND WOOD EATHING f A T IX TRIM MEMBER O RiM METALPLASTER LATH WRB LAYER 01, • STUCCO TO STUCCO WRAP SIDING TRANSITION UM LAYER 02, FORTIFIBER DRAINAGE PLANE IWRB WOOD SHEATHING: CUILDING PAPER LAYER 01, STUCCO WRAP) SIDING WOOD SHEATHING WRB LAYER 42, FORTRBER WRB LAYER 02 (FORTIFIBER — • — - — • — BUILDING PAPER ! ?i�'. <7 •yb �: , zi:r 't WRB LAYER 01, BUILDING PAPER) i"I. N. RONALD WAGAN BLVD. ' STUCCO WRAP METAL LATH LONGWOO774-60 7so METAL LATH ; x—x—X—X PH: 407-77a B078 FAX: 407-774-4078 I' THICK 3 COAT CEMENT WRB LAYER 02, FORTIF15ER S �YER STUCCO LATER M, STUCCO AA s I0oG 3325 PLASTER BUILDING PAPER STUCCO wRaP WOOD OR l/ib' ZIP WALL 6'SELF-ADHERING METAL LATH CASING BEAD SHEATHING: FLASHING 1' THICK, 3 COAT CEMENT FLASHI OR PEELGI STICK SELF-ADHESIVE FLASHING — — — — VINYL ANGLED ExPI-�DED 8 CASING BEAD VIEW FOR PLASTER CLARITY) SIDING TO STUCCO CASINGBEAD ; : _-------------------- —-------- —----- —--------------- ---------------------------------------------- J* THICK, DRIP CAP (CROSS SECTION) SEALANT PLASTERS COAT CEMENT WINDOW FLANGE SWR A ERR M, ; ,' METAL LATH VINYL ANGLED j ADNG BEAD r' uloo�sNffAn+INv I "�'' I : Ilesn►a�e Psusnvc7 . WRS LAYER 02, FOTIFIBEIR r::.; e, J~ q I / BUILPT PAPER s: ; uewnVffe RESIsnve ♦' ♦ WINDOW FRAME .l ; ° �'� ' / WRB LAYER 02, FORTIRBER METAL LATH ` %{ y, y�LAP smrw / \ ,.�I uP1?IReVeAL �� �` BUILDING PAPER S'a 4 J' THICK, 3 COAT CEMENT r'}:,•'.. = v �� PLAS +►m s —, 1 eU"Im�ee erlve I E-Z BEAD VINYL CASINGTER I 6'SELF-ADHERING STARTEROTMP �\ \\\ ' ISAMER rtSleTne (W/�S' FLEXIBLE PVC BACKER ROD) FLASHING 1 DRIP CAP SALVO MET \ W FLAMINS lux, WRB LAYER RI, STUCCO WRAP, ILrs x rUA s�rA _ WRAPPED AROUND FRAMING MEMBER + O NDOW FLANGE CASING BEIAD ® WINDOW ` /' ` � y� k�.,p�!�•� i 6' SELF ADHESIVE FLASHING 15C (FRAME, W/BAND) .� `Y wPODTltl1!�OQ" R WOOD sHEAtHING i,; / OR T ; 2x FRAMING J } MEMBER DETAIL BELOW EXPLODED i SIDING TO STUCCO FOR CLARITY ® BLOCK TO FRAME ------------------------------------------ 9 TRANSITION avHaiv. ac LOT: -------------------------------------------------f------------------------------------------------- ABBOTT PARK Y4' GAP TYP J' THICK, 3 COAT CEMENT LOT #12 CASING BEAD PLASTER BLK #11 WOOD SHEATHING MNETAL LATH: LATH TO BE PER SECTION SEALANT TO WINDOW METAL LATW \1 =,gpjmOT!F R'1m3.1.1 / ASTM C-S4'1-14a, MIN. 25 LBs. 04181.000-12111 METAL LATH MOaffiLa PER SQ. YARD (UTILITY OR NOMINAL I LATH DO NOT MEET SPECIFICATIONS) 5UILWR5 LAYER PI FORTIFIBER 3EFB i BUILDING PAPER i �� » WRB LAYER M, WINDOW FRAME WOOD SHEATHING I 2447—ROBIE STUCCO WRAP WOOD SHEATHING ' GARAGE IGHT WRB LAYER 02, FORTIFIBER i �� naJGna+ W SSIP-ADNEWANS � I BUILDING PAPER ' .: UlOOD weAninn I i WRB LAYER "1, 1IMSTNE I 'f ; . PAGE THICK, 3 COAT CEMENT STUCCO WRAP WAT EM IR88ISTIVE PLASTER i P MOTIYK / \\ arF° MK AISO EroOP I I WALL WRB LAYER !'2, FORTIFIBERxeloWm .'� I 1 ASSEMBLY BUILDING PAPER 1 �nMl^R�roTnt VINYL ANGLED ! v eeLr-ten , WRB LAYER RI, caBING BEAo fLAMSN9 l8IAMWW I DETAILS stucco wRAP E 160 MPH EXP C VINYL CASING: BEAD METAL LATH eTAR!ele ST" � � (EXPLODED J' THICK, 3 COAT CEMENT lfkl�I \I \��� 'rV7 ° R-46+� I OVER F PEEL i STICK ANGE VIEW FOR PLASTER \ ; WINDOW FLANGE ' CLARITY) QALvv !iTAL ��' E 'r !=Awe► 01 TO LAP i E-2 BEAD VINYL CASING ` IP I; I ' xs' w ZN AMC" TOP 2X FRAMING (W/%' FLEXIBLE PVC BACKER RO�i�`\li e_z seas V W VL'ADM x • MEMBER 0 �`� pyc ' , ulydo� � 'APPLY FULL SED OF SEALANT BETWEEN •ee!r \ j , 1 dmj� \ FLANGE t BUILDING WRAP j CASING BEAD C9) RAISED BUILDING 1 A BAND (FRAME) OSA. T �� OR TCLAP WICALLKM -- WRAP - --- MAPPORR Pl01sTIVE !" !MAPORM gRSIpnVC AR SCALE: I V2'.1'-0' WATHE t R e-z eEaa vWr� ueWa Y.EAT MIR816TIVE ealwee a IRooai DATE, 05/24/21 ® SIDINGTO TO FRAME ,RTUCCO GRAT14M � I.n,I 16 A E z BEAD WINDOW CASING aC� 1i4• = Y-°' TRANSITION a is WA4 SSINI C�ARELD EE TAKEN IN KEEPING THE VENT PROPERLY "e AND 1D SHOVM IN 4 0 LVANIZED ALKINED. VENT PIPE IS SEALED IF UTILIZED. NAIL IN PLACE USING I-114' NAILS AT EACH CORNER. ROOFING CEMENT —DINE gPPL1ED TO ALL SHINGLE EODES NEAR THE CUT OUT THE GOOSENECK VENTOPEMNO INTHE ROOF OUTER EDGE AND AROUND THE ENTIRE PERIMETER AS RECOMMENDEOINSEVEREWEAhIERCOASTAL SHEATHING.SRETHEOPENINOINACCCROgNCEWiTH CONSTRUCTIONZONES. CHART SHDVM. IN THE EVENTA MEON—M VENT FAN IS USED, SUE THE VENT OPENING IN ACCORDANCE WITH VENT FAN MANUFACTURE'S PIPING CONNECTION INSTRUCTIONS. W NOT CUT INTO TRUSSES OR RNFIERS WHEN CUTTING TTfE OPEHINOIN THE ROOF. �� C INTERFERING SHINGLE NAILS AROUND THE PERK PERIMETER IAYSR TTOTHOTHATTI1ENA NO.SUDE CF THE VENT LAYS FLAT TO THE RGOF SNEATHNG. SLIDE 1 THE TOP AND SIDE FLANGES OF THE VENT UP AND UNDER SHINIHESOTTOM VENT FLANGES TDLAY CIO I TOP FOLL THE TOP OF THE SHINGLES. IY ,�n -YI ROOF HOOD VENT DETAIL WALL i'— xLhADF/1aFn f"Lm OVER NA W PLANOE J.ahes DO NOT SEAL DOTTOM -� FM STEP 6 EPORA�RR7�—m MERAP (OR ID[ M.A. LMDER) L HEAD �CLD N At N.OPC 6LLL RO. TO mxtmwR STEP 2 STEP "7 MOLOEDAROUND BASE OP PIPE AND OVER FLANGE ALIGN M-404 Y6 LLV INT. EDGE OF WU RO. FOLD DOBN OF PLUMBING VENT DETAILS lmzrim— "TALL W WOE AOILM W - IAO W K"MILA FLAMRb jaw (FitafECTOI~ w-h0L - SWIV) STEP 8 l `6�11` WINDOW FLASHING INSTALLATION DETAILS ( FULL WRAP) SCALE: NTS 36' WIDE VALLEY FLASHING 6W OR HEAVIER PELT UNDERLAVMENT ASPHALT 1 ROOFING \� CEMENT NO FASTNERS WITHIN 8'OF CENTERLINE F RS IN LE ND SHINDU i2"BEVdAINTERUNE FF 46 DEME1 'SHINGLES TRIMMED2'— FROM VALLEY CENTERLINE ROOF VALLEY DETAIL zmarwfr— APPLY ON ICU (O EQ. A.)SEALAN(4 wbvoAvcm Jow PLWD APPLIED FLAlHN6(LANOO WARE-6EA. RC-N OR EOLLAL). SLOPE 6LLL TO EN bkm t It 16 THE CMrACTOR& RE6PON61EALTY TO VE"Y THE O"ATIMILIT' CP ALL PRODNGTO RJCLLpW WOUSINOMP, SEALANTS 4 OW-AA4IaeMS M ASHM MATERIALS LIED OMNI& CQl6TRLCTION. . MULL ALL MATEIfIALS PER M44PACTLI iR6 WtlTUN SPECFICATION6 mmntrMAY REACT ADVEItMY F NOT gm — CLEAN AND WEAL JAMB TO SILL JOINTS WITH DOW 4" FOLLOWNS COMPLETION OF EMERIOR RETROFIT wow NOTE, REPAIR SCHEME SHOW &HALL ME RTPLEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER NTRNON EIELCW THE mwotu OPENINGS LENTERIOR PERIMETER OF WNDOW WITH SEALANT WALL FLASHING INSTALLATION DETAIL (MASONRY) SCALE, M 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32760 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com AA A 0003326 6 fill t-1, F C BVSDIV & MI ABBOTT PARK LOT #12 BLK #11 PR"'T�L 04181.000-12111 asoDzXA 3EFB "2447-ROBIE" %AltAGM 8WINd: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C .2x6 SUB-BANb W/I'x4' NOTCH f END, WRAPPED IN PEEL 4 STICK -DRIP EDGE !� 1/8' TEXTURED FINISH a WOOD 1/2' TEXTURED FINISH a CMU METAL FASCIA WRAP Ye' FROM STUCCO, V F WOOD WALL EXTERIOR WAI (FRAME OR Ct �: NOTCH FOR 2X6 SUB BAND ONLY \ ®ELEVATION METAL FASCIA WRAP ROM 1� I� I� \� 2X6 8UD DAND tY1 I � ©FLAN 5 � 1/8' TEXMRED FINISH • WOOD. 1/2' TEXTUIP D FINISH • CMU METAL LATH {JW \_WOOD SHEATHING OR CMU WRB LAYER 9, STUCCO MAP mum ONLY) WRB LAYER 02, FORTIFIBER BUILDING PAPER (FRAME ONLY) ROOF KICK OUT REMOVED �\ FOR CLARITY ROOF DECK(BEYOND) ` DRIP EDGE, I' OFF WALL VNOT INTO STUCCO) T 1'1/8' TEXTURED FINISH WOOD, 1/2' TEXTURED FINISH + CMU 2x6 SUB -BAND W/I'x4' NOTCH • END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL II I FLAN A EDGE . KICK OUT PRE-ENG'D TRUSS TO BE CUT WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-O' SCABBED TO TRUSS W/12d NAILS W-8' O.C. MAX. 2x SUB -BAND W/11N4' NOTCH * END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL SUB BAND DETAIL ® WALL W/KICK— OUT ME OR CMU T PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN.Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%'x4' NOTCH A END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%'xd' NOTCH END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY •1 N. RONALD REAGAN Bl LONG WOOD, FL 32750 PH: 407-774-6078 FAX 407-774 4078 www.abdaslgngrouP.corn AA M: 0003325 � � b oxn3DIV. a I�OT: ABBOTT PARK LOT #12 BLK #11 IPROJECTp 04181.000-12111 MODEIs 3EFB "2447—ROBIE" GARAGE STZTG- RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EA C 2G2 aw_TE: _05/24/21 SCALE:1/'v = 1'-0" >9I3 IM WA6 TE-1 25'-2" 3'-6" 4" CONC. I TOP OF �I a SLAB I SLAB zo � 11 � I I FM-18x18 FM-18x18 pm EXTEND 4 i I SLAB 1 12" 1A 1 I I I I i 1 I I II I I !, �I •I III k �I• r °? N I — CW-12x12 7 ~j+ F- 42 x24 13'-V' I i 11 4" PVC i m Im CHASE A0' OF I I W 0TOP SLAB ELEC. CONDUIT II m1 FOR KITCHEN I u' I O ci � I? ISLAND I ;� O 1 9 a 14'-9" 8•_5" 2'_4" 1 1 4'-r IL 0 3n 1? UP TO ZNO FLOOR I 1 ro ui (FIELD VERIFY I • EXACT LOCATION) 1 ( 8 ii I 4'-2" 12'-0" 13'-8" EXTEND 11 • I F-24x24 r, — —-F-24x2 1- SLAB , 1/2" I • L CWC-12x12 J i I I _— �I I *51/2" 8 �I 5 19 b �II UI 1 1 10'•4" 6'-0" 13'-4" m ILL 116 ,31;2, �1 q iv ci 1 EXTEND 1 a g SLAB 1 12" ' I O I y SIM. FM•18x18 J `--_� 2 1A a • 4 4-7 12„ 4 Y N 3'-0" FM-16x18 v FM- id8 1'-4•' 7• O" ,'-4" 2'_(Y 16'•0" TZ-011 20'-0" 29'-8" FOUNDATION PLAN SCALE: 1/4 - V-0" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-9•0", SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOWIDOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. , 10NDICATES #5 BAR, ®INDICATES #8 BAR,ONDICATES 97 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 900 HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #6 =36'), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE, 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS 8) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 40ZISQ-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 4021602.16, 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 } OF SLAB SUPPORTED 3'-0" O/C MAX. SEE PLAN FOR WWM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 71h EDITION SLAB SCHEDULE SLAB I THICKNESS REINF. REMARKS 6x6 WIA.W1.4 OVER GENERAL 3 1/2' 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30' LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FM-02x18 12" CONTINUOUS 16, (2) #5's FM-16x18 16" CONTINUOUS IS, - O #ft FMC-16x18 16" CONTINUOUS 16, (2)#Vs VARIES CW-1202 12" SEE PLAN 12" - (2) #Vs CWC-1202 12" SEE PLAN 12" - 12) 's VARIES TE-2 12" SEE PLAN 8" - (2) #5s F-24x24 24' 24" 12- ( #6's ( TE-1 e" SEE PLAN 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH:407-77"078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003326 n aK S 6 BLTHDIV. Aa LOT: ABBOTT PARK LOT #12 BLK #11 PROJmCT 041 1.00 -12 11 UODMLe 3EFB "2447-ROBIE" GARAGE OWING: RIGHT PAGE: FOUNDATION PLAN 160 H E C da MIN. EACH WAY MONOLITHIC FOOTING � p STEEL REINFORCING IN GROUTED STEEL REINFORCING IN GROUTED •• �.• CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS << _ CELL SEE PLAN FOR SIZE AND a C SPACING REQUIREMENTS r .. P, ; .' • v-'•" c E ' ,ram GARAGE DOOR ��� p•�~ • '..�• P� LFM—• RECESS a •� �� m 8"CMU WALL ,� allCMUWALL . CORNER BARS, SAME SIZE AS LARGER BAR ° B` b f b 0' +- -0" IN FOUNDATION WITH 30" LEG EACH �.�•O 4 „ .� WAY AT ALL CHANGES IN DIRECTIONS TOP OF SLAB TOP OF SLAB I ... $O THAT THE STEEL REINF. IS CONTINUOUS - _ 1�(/''/✓-- _ I MATCH AMOUNT OF CONTINUOUS BARS ZI •I CURB • SEE SLAB SCHEDULE • 4' BAR SIZE 48 BAR DIA EXT. PORCH SLAB 4"CHAMFER (1SUORY) #3 16' - V RIE : •—. • •. •�~ SEE SLAB SCHEDULE TOP OF GARAGE EXT. PORCH SLAB 4" CHAMFER 1-STORY • I �' P. LL CONTINUOUS STEEL MONOLITHIC . I FOOTING REINFORCEMENT SEE SCHEDULE MASONRY UNITS SET 1c0, AT ELEV: ' 1/2" ISOLATION 6" CHAMFER (2-STORY) � W/ 1/2" ISOLATION (2STORY) 0'-0" JO JOINT (WHERE • #4 24" 6" CHAMFER JOINT (WHERE A ( i APPLICABLE) i SEE SCHEDULE #5 30" . APPLICABLE) 4. SEE SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING s FOR MO, BAR SIZE #6 36' 3 FOR WXD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST !n AND BAR QUANTITY AND BAR QUANTRV NUMBER OF BARS (IS. 2 TO 3, PROVIDE 2 BARS), UNO #7 42" EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 SCALE:3/4'�T-0 n @ GARAGE SCALE:34"=1'-0 CORNER BARS DETAIL DOOR OPENING SCALE: 314'=1'-0" 4 SCALE: 3!4'=1'1Y' (1) #5 REBAR VERTICALLY W/ CONC. w POURED CELL LAP TOP PLATE A MIN. OF 48" 6' CMU AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4"BUM. VERIFY HEIGHT g > 4 RBEBAR 024" O.C. ® CENTER OF LAP 70 OCCUR OVERER STUD OF WALL WI PLAN SLA 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING 3 rc WALL W/ SYP x'b 7' CAPPED GALVANIZED PIPE y� sG I NEW REINF. BAR No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE SECURE BT. PLATE TO SLAB W/ I W/FLANGE BASE � i SECURED W/ 2-PART a EPDXY. MIN. EMBED 1/2'k0" WEDGE ANCHOR W/ 7' TO BE PT. PROVIDE DBL. TOP PLATE WASHER BET IN HIGH STRENGTH •I g 5 8, UNO EPDXY 5-1/2" EMBED, MIN. 0 16' OC SIMPSON SPH4 OR SPH6 MAX. • •'4• to i O FOLLOW ALL MANF. BTM AND TOP fv § 4" CONC., REINF. W/ SECURE FLANGE TO •+ I SPECIFICATIONS FOR USE AND ANCHORS W/ 0d x112 .. M JJJI 'x6' #10 WWM ON • 1 SLAB WI(4) 14' X 21/4" PREPARATION OF COMMON NAILS FILL ALL 1' 6-MIL POLY ETHYLENE S TAPCONS y„ 4,. HOLE. HOLES, DO NOT USE 10d 3" VAPOR BARRIER ON w • �I 1`0 WELL -COMPACTED • x SEE SLAB SCHEDULE . , CLEAN FILL TERMITE IL 01-0" if s TREATMENT SHALL BE °� Q- TOP OF SLAB .•. BORA-CARE { ��.•=�.' • : : (2) CONT. #4 REBAR 4" CHAMFER (I -STORY) • —�' • . 6" CHAMFER (2-STORY) ., 4 (2) #5 REBAR ON CHAIRS •y •41f 17' MIN. DEPTH INTO 2,000 PSF VIRGIN SOIL OR 95% VIRGIN OR ENGINEERED SOIL COMPACTED SOIL BOLLARD EQ' EQ' SEE SCHEDULE BAR SIZE FOR BARWXDQUANTITY ANWOOD SLAB HEIGHT LESS THAN 3'-8" PER PLAN 5 SCALE: 3/4"=,'�" ADDING BAR TO INTERIOR CURB FOUNDATION WALL EXTERIOR MONO DEEP MONOLITHIC FOUNDATION BCALE:3/4"=T-' (W/ UPLIFT) 6 FOOTING W/ BLOCK WALL SCALE: 3/4' t'-0" 1A SCALE: 3/4!=V-9' LAP TOP PLATE A MIN. OF 48------------ AND NAIL W716d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TOP PLATE A MIN. OF 46' ---�_ LAP TO OCCUR OVER STUD OF WALL W/ PLAN AND NAIL W/ 16d COMMON VERIFY HEIGHT 2.4 OR 216 WOOD BEARING PROVIDE BLOCKING NAILS, 2-ROWS, 4" O/C BTM. LAP TO OCCUR OVER STUD OF WALL W/ PLAN STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS WALL W/ SYP No 2 STUDS SEE 2.4 OR 216 WOOD BEARING PROVIDE BLOCKING EpliaH PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. WALL W/ SYP No 2 STUDS SEE PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO SLAB W110d MASONRY PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. SECURE ST. PLATE TO a NAIL 16' O/C STAGGERED. ADDITIONAL METAL PROVIDE DBL. TOP PLATE SLAB W/1Dd MASONRY NAIL O/C STAGGERED. \i CONNECTORS NOT AD ADDITIONAL METAL REQUIRED WHEN NO CONNECTORS NOT ,0 UPLIFT IS PRESENT. REQUIRED WHEN NO UPLIFT UPLIFT IS PRESENT. CMU WALL ,- POURED LINTEL CONT. (TYP.) SLAB SCHEDULE --0' 6' CMU FILLED CELL (TVP.) dw'• TOP OF b 3LA8 . SEE SLAB SCHEDULE [SEE + 0 I• - 2X WALL FRAMING 40 SLAB TOP OF .' H SEE SLAB SCHEDULE h � 1/2" DIA SIMPSON STB2 BOLTS 5" 4 • TOP OF SLAB 3 MINIMUM EMBEDMENT INTO • �_ .,,�.y. _4- F 3 "ISOLATED" COLUMN PAD II, GROUTED CELL, 4" FROM ENDS AND • !� • 4 CENTERED UNDER WALL AND 16' O.C. VERTICALLY MAX • 4# ,• TPOURED MONOLITHICALLY WITH «! 333 ! ,# ..S •, FOUNDATION AND SLAB SEE SCHEDULE SEESCHEDULE EQ. FOR BAR SIZE D, / FOR BAR SIZEEQ. SEE SCHEDULE FOR MD,BAR SIZE BARWXD AND BAR QUANTITY BAR / AND BAR QUANTITY I AND BAR QUANTITY BAR ]�L INTERIOR CURB FOUNDATION WOOD WALL 8 [] INTERIOR FOUNDATION WOOD WALL 9 SCALE:3/4' T-a' (NO UPLIFT) COMBINED EXTERIOR MONO- sfo_2��� INTERIOR FRAME BRIG WALL TO SCALE:3/4"=1'-0 (NO UPLIFT) E:3/4'=1'-0" 11 SCALE: 3/4'=1'-a' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.ebdeaigngroup.com AA #: 0003326 ]g� I lit G QQ$ avHnly 1.oa• ABBOTT PARK LOT #12 BLK #11 1aROJmCT�j1 04181.000-12111 MoaE1e. 3EFB "2447-ROBIE" aA1tAGE awaga: RIGHT PAGE: DETAILS 160 MPH E . C DrptwT w05/24/21 aCJ%XX:1/4' = P-0' alcm= S1.1A PAVERS TOP OF SLgB 9�' FOR M0, SAR SIZE AND BAR QUANTITY TRENCH FOOTING ATALL PAVER AREAS SCALE: 12"=1'-0" LAP TOP PLATE A MIN. OF 46' - AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM, LAP TO OCCUR OVER STUD 2x4 OR 2)(6 WOOD BEAR IN W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE STM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SIMPSON SPH4 OR SPH6 BTM AND TOP PLATE ANCHORS W/ 10d x 1 12" COMMON NAILS FILL ALL HOLES, DO NOT USE 10d x 3" MIN. 1D' READ W/it" ME #4 REBAR (TYP.) 0' 0 w — • TOP OF SLAB 12" RADIUS OR 5 r CHAMFER �s 16 ;w Z EXTERIOR STAIR DETAIL 2 SCALE: 1/T=1'-0" VERIFY HEIGHT OF WALL W/PLAN PROVIDE BLOCKING STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS SECURE BT. PLATE TO SLAB W/ 12'15' WEDGE ANCHOR W/ 7' gg al w WASHER SET IN HIGH STRENGTH "1 EPDXY 5-1YZ' EMBED. MIN. 0 16' " OC MAX. � H 8" CMU WALL SLAB SCHEDULE EXT. PORCH SLAB W/ 1/7' ISOLATION JOINT(WHERE APPLICABLE) 6" PVC CHASE — THRU FOOTING 6EE SCNEDULE FOR MD, BAR SIZE AND BAR QUANTDY ,INTERIOR FOUNDATION WOOD WALL scaLE: 3l4"=r-a' (W/ UPLIFT) STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS — 8" CMU WALL /—SEE SLAB SCHEDULE SEE SCHEDULE FOR MD, MR SIZE AND BAR QUANTRV 3 INTERIOR CURB FOUNDATION CMU WALL SCALE: 3/4"=1'-0" - ' SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA. 4"CHAMFER (1STORY) 6" CHAMFER (2STORY) #3 18 H Q . #4 24" s . MATCH STEEL REINFORCEMENT PER SCHEDULE #5 30" SEE SCHEDULFOR E M MD, BAR &ZE AND BA AND R QUANTIN PVC CHASE THRU FOOTING SCALE: 3/4"=1'-0" NG REINFORCEMENT PER SCHEDULE STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS i B" CMU WALL � SEE SLAB SCHEDULE SLAB e,. SEESCHEDULE FOR MD, BAR SIZE AND BAR QUANmY INTERIOR FOUNDATION CMU WALL 4 SCALE: 3!4"=1'-0" 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-774.4078 www.abdesigngroup.com AA #: 0003325 n 4Minim I I " J evHDM ag I.OT: ABBOTT PARK LOT #12 BLK #11 P'*'T* 04181.000- 2111 MODEIt 3EFB "2447-ROBIE" GARAGE MIWMG: RIGHT PAGE: DETAILS 160 MPH EA C 02 6CAI.E:1/4" = 1'-0' BMW P S1.1B TIE VERTICAL REBAR TO HORIZATIONAL REBAR W/ 10" HOOK GROUTED BOND BEAM TIE VERTICAL REBAR VARIES PER ELEV. /�L ` ,. e. .a ..� �� ' 0. ' �� -.r" • ' TO HORIZONTAL REBAR W/ 10" HOOK = e ,i .. •. , ( GROUTED BOND BEAM N - VARIES PER ELEV. e 1441 N. RONALD REAGAN BLVD. .:.a LONGWOOD, FL 32750 • • a` PH:407-774-9078 • FAX: 407-7744078 i' www.abdesigngroup.com AA k: 0003326 d #6 BARS o 1a' HOOK 5 •_ CLEAN OUT REQUIRED e - • '••:; ••• �4•-� ra '• FOR INSPECTION .tea• ••ai' 0'4" FIN. FUR. TIE ERTICAL REBAR a • • TO HORIZONTAL •�� • i REBAR W/ 10" HOOK❑ C @Q BAR SIZE 148 BAR DIA�e #3 18" #4 2W' CMU UNIT DIMENSIONS ARE NOMINAL SIZES OFFSET METHOD CONTINUOUS BAR SIZE 48BARDIA 6 G #s 36" 21 � J #7 47' METHOD 3 ' m/�` MASONRY SYMBOLS A HORIZONTAL/VERTICAL HORIZONTAUVERTICAL #6 39' * SCALE: 3/4"=1'-0" N REINFORCING REINFORCING #6 #� W 1 2 ar' g SCALE: 3/4"=1'A" SCALE: 3i4"=1'17' '" S NEW REINF. BAR SECURED W/2- PART g EPDXY. MIN. EMBED 6", UNO FOLLOW ALL MANF. S I SPECIFICATIONS FOR zUSE AND J PREPARATION OF HOLE. a �pp0 e a 4 •V 4; STEEL REINF, OF BOND.BEAM ADDING BAR TO 4 BOND BEAM SCALE: 3!4"=1'-0" 8II8DIV dg L0751 ABBOTT PARK LOT #12 BLK #11 PROJECT 04181.00 -12111 UoDmu 3EFB "2447—ROBIE" GARAGE 8WING: RIGHT PAGE: DETAILS 160 MPH Eft C Dp 05/24/21 BCALE:1/4" = 1'-0" ONE= s1,2.A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x i 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7, BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. S. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 9. 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. 10. 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 P8S38, .17T' ° x 2 7/8" LONG, WITH WASHER a 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0', FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK DEPOMPT )N REMARK 1D (2) 2X8 2Q (2) 2X12 BEAM SCHEDULE MMMM INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.O.. =TOP OF ARCH / T.O.S =TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. -THROUGHOUT MARK DESCRIPTION (rI) SIZE REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 8x16 1 (1)il6 (1)#5 N/A GROUTED SOLID BB2 MASONRY 3000 8x8 EE (1)N6 N/A GROUTED SOLID SEE SHEET S2.2A FOR SAFE LOAD TABLES FIRST FLOOR LIFT BEAM PLAN SCALE: 1/4" = T-0" 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngroup.com L AA 8: 0003326 g C D C RE 4 W�U 1pm um� a. 1A. BBOTT PARK LOT #12 BLK #11 on 04181.00 -12111 MOIDEU 3EFB "2447—ROBIE" GARAGE award: RIGHT PAGE: FIRST FLOOR LIFT BEAM PLAN AND NOTES 160 MPH E C 0� 2 DAB 05/24/21 ECAZ+E:1/4' = 1'-0' S2 NOTES TO THE INSPECTOR/CONTRACTOR TYP FIX6' 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 1 2, IF BOTTOM STEEL IS REQUIRED PLACE #6 BAR IN LINTEL #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ lO" HOOK 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING�e ,c0- PLACE STEEL HEIGHT. J' REINFORCING (12) ck 4. THE LAST COURSE WILL BE A BOND BEAM WITH (i) #5 BAR CONTINUOUS AROUND AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED 60 THAT THEN THE LAST I#�` �J- TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. n,16' y S. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM / COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL REINFORCING OFT HIE FOR HE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE s �a 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16' DEEP. --jk / 5 �fr9 PO-c4 BEA OWL. BOND TOP OF eQ� BEAM W/(1)#5BAR BOND BEAM �`O<0 EACH COURSE • 8x8 BOND BEAM �p OF 3o-TrPIC-AL #5 BAR IN BOND BEAM • ,�: BOND BEAM F = FILLED W/GROUT � U = UNFILLED GROUT SOLID FRT NOMINAL LINTEL TO TOP OOF OPENING WIDTH # OF #5'S, IN 2ND BOND BEAM, IF FILLED BEAM COURSE SEE NOTE 5 W/(1)#5BARIREFER 8x8PRE-CAST C 6-1 T/1 LJ 09' � LINTEL W/ (1) #5 0 �,0 IIN" LENGTH OF BAR MASONRY CORNER HEIGHT # OF #SS, TOP OPENING-7 IT IS THIS ENGINEER'SINTFM BOND BEAM COURSE OR•, BEAM DESIGNATION REINFORCING OF BOND BEAM ETE AND XFXX-1T/01M/08 INDICATES ASNGLE BOND BEAM PLACED IN LITEL^ LLIINTEL, W//OS EETE 8X8 PRE -CAST 'NCj?'IT ISTHIS ENGINEERS INTENT TO PLAN FOR LO AND XUXX. 1TA M108 INDICATES A DOUBLE SOND BEAM ABOVE UNFILLED TOP LINTEL OF OPENING AND XUXX - iTMM/OB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL SINGLE BOND BEAM AT HIGHER ELEVATION WINDOW SINGLE BOND BEAM AT LOWER ELEVATION #5 BAR BENT AS SHOWN PRE -CAST •31Ago' WINDOW C SILL Z c SLOPE 4 OPEN FACE SHELL SO AS TO ALLOW BENT BAR TO BE PLACED IN UPPER AND LOWER #5 MIN. REQUIRED IN BOND BEAM EACH CELL HOOKED IN TOP BOND BEAM Wl STANDARD ACI HOOK TYPICAL MASONRY WINDOW CORNER BARS 9 AT CORNER STEP SCALE: 3/4' T-9' SILL CONSTRUCTION PROVIDE 3" OIA HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL I > I SINGLE #5 CORNER I BAR, 30x30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM W/ SINGLE OR DOUBLE REINF. SARIS), II / CMU PIER SEE PLAN. ENSURE THAT PIER GROUTS BENEATH LINTEL PROVIDE BAR AT EACH SIDE STEEL REINF. OF OF ELEVATION BOND. BEAM CHANGE CHANGEIN ELEVATION OF BOND BEAM 7 SCALE: 3/4"=1'-0" ��� SINGLE LINTEL, MULTIPLE OPENINGS •1 N. RONALD REAGAN BL LONG WOOD, FL 32750 PH: 407.774,6078 FAX: 407-7744078 www.abdesigngroup.com AA ih. 0003326 •5 xx 6 F. 9tmDrv. & L/OT: ABBOTT PARK LOT #12 BLK #11 PR,oJECTip 04181.000-12111 HOD$Zo 3EFB "2447-ROBIE" C;ARAGS EWDTO: RIGHT PAaffi: DETAILS %160 MPH E C "LOTTS CONCRETE" / "CAST-CRETE" / "QUALITY" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL LOADS FOR SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT SAFEELOAD PLF SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 0e m6ale a1T 1T 17 1TM 1TM TYPE LENGTH PLAINSOLID TYPE LENGTH MIT BMaIT m2a1T N9 41T &M-IT & -1T m e-M mi im mi 1771 Mu embu ow m84-27 804T emzr PRECAST 14s8 9n 3114 4217 M am Tell 8'-8' PRECAST MIS 1024 s' 8' PRECAST 160 9624 4304 OM6132 ?M3'$' 218E 6113 6365 7MO M31 10000 1689 3624 4394 808E 0132 T001 4'41' PRECAST 1005 700 2805 3125 3946 476E 6567 4'4Y' PRECAST 514 763 4%W PRECAST lift 3oe0 3815 4570 632E WN 1981 6113 7192 4M 789'7 6T51 136E 3000 Me 4570 4M 6579 4'43' T 819 6o 17M 2 M 3083 36ef 4WD 44�, PRECAST 388 �1 4'8' PRECAST 1207 E82 3875 4M 4711 am 1625 " m 6752 ef41 7605 1297 2707 9375 4048 4711 am S-4• PRECAST 9s1 7247 1999 M40 3123 380f 42W 8 4• PRECAST 411 411 8.4' PRECAST 1016 160E W4 M" 3513 40M 1319 44M 7195 7342 SM 1 1016 227E 268E 3899 all 4004 5-10' PRECAST 817 1024 ism 2090 2me 3009 8470 5-10 PRECAST 340 3� 5'-10' PRECAST m140 1971 2443 201E 3387 1161 all 6677 am ow677E 929 2060 2698 3107 30M 4133 8'43' PRECAST 1130 32V 801 3T57 4M3 6061 8'43• PRECAST 410 721 8'43' PRECAST m 1201 187E 19e6 2332 2709 11a9 MV 4M7054 10000 e995 m lees 230 2790 3251 3712 r4Y PRECAST 57o 936 219E 2M5 289E 3191 368E Tor PRECAST 303 5m r4r PRECAST 71e 900 1161 14M 1743 1 202E 936 1 249E 3105 4684 7007 6472 727 1824 MM 247E 2327 32M 7- * PRECAST 428 m I= 2204 2161 281E 2621 g"4• PRECAST 192 384 g 4• PRECAST672 40 66B m m1129 1310 680 194 2216 sot 4MJIM 1318 1649 1969 2164 2519 10'-8' PRECAST 988 467 1247 1767 1904 MIS=20 10'43' PRECAST 151 301 10'-8' PRECAST 366 408 612 m fee 1042 m 1407 1007 27M SM 3764 804 1100 1472 17ft 1710 190 11'-4• PRECAST 990 644 1312 1742 2282 288E eet0 11'�' PRECAST 182 417 11'-4' PRECAST 430 400 no e56 m 672 e14 1312 1742 2282 26e6 86e9 406 1 7042 1372 1613 1470 1710 PRECAST soy e97 1210 1f96 204E m 3191 12'4r PRECAST 111 370 12'4r PRECAST 383 3M 476 5117 m mI" 557 1210 Ills 2D46 266E 3171 440 940 1300 leeo 18114 11476 1s'-4' PRECAST 270 483 1045 1305 1T32 2187 258E 1s'4' PRECAST 82 298 13'�' PRECAST 306 3o m 484 Re 646 414 1046 18e6 1792 late 260E 30 78D 107 1312 1071 120E 14'4Y PRECAST 254 808 M1m Ion 19e8 2Z79 14'4r PRECAST 71 m 14'-0' PRECAST 279 278 300 443 mwe m 1272 low 1950 2389 378 717 gel 1102 975 1133 14'$' PRESTRE88ED N.R.,� NR NR NR NR NR NR 14' 8' PRESTRESSED N.R. 283 14'�' 230 422 m m740 ee5 1079 1429 ISM 2VT 2712 246 m m 1M 1474 1716 15-4• PRESTRESSED N.R NR- Nt NR Nt NR NR 1S-• PRESTRESSED N.R.252 1" PRESTRESSED 224 387 464 574 a" 79t 412 1014 1340 1703 2118 =3 230 oil 90 1134 tot 1572 1T�' PRESTRESSED N.R NR NR NR NR NR NR 1T4' PRESTRESSED N.R. 183 1T-4• P 157 M 3e6 461 867 ee0 tof see 1121 1413 7TM 2047 19z 506 72D eol 1136 1312 19'-4• PRESTRESSED N.R. Ni NR NR NR NR Nt 19'-• PRESTRESSED N.R 148 19'-• PRESTRESSED to 2f8 346 480 613 596 235 Tab 00 120D 1467 171E 166 429 On 803 960 lob 21'-4' PR68TRESSEO N.R.1So Nt NR NR NR NR NR 21'�. PRESTRESSED N.R 125 �, 4• PRESTRESSED 142 219 306 381 454 827 596 mtoe 116E 146E u2 373 637 no 816 943 22'4Y P�8iRE88ED N R NR NR NR NR NR NR �� PRESTRESSED N.R. 118 22'4r PRESTRESSED 137 228 200 369 420 407 1f6 860 734 M 120E 1381 137 513 e69 779 900 24'4r PRESTRESSED N.R NR NR NR NR NR NR 2414r PRESTRESSED N.R 91 24'4r PRE81 D 121 174 m302 360 418 in AIM654 874 1014 1147 121 319 455 561 ou 79a - ALL VALUES TAKEN AS THE LESSER FROM *SAFE LOAD TABLES' BY QUALJTY 2018 EDITION, LOTT'S MAY 2015 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE AND CASTCRETE MAY 2015 EDITION. -ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MINIMUM 4.OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE #: 19-0130.13 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngmup.com L AA M: 0003325 A a 0 6 ounDrw. 49 7AT: ABBOTT PARK LOT #12 BLK #11 PROJECT 04181.00 —12111 1[ODEIa 3EFB "2447— ROBIE" GARAGE EMNG: RIGHT PAGE: SAFE LOAD TABLES %160 MPH EXP C ill li �• j J DA05/24/21 SCALE:1/4' = 1'-0' Blue T LS 2. 2 A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETAi6 W/ (9) 1Dd x 1 1P2" HOG NAILS, CONCRETE TO WOOD FLOOR: SIMPSON LTA2 WI (8) 10d X 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H1DA OR LGT2 W/ 10d x 1 112" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. S. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 9. 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. 10. 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, ./7T' ° x 2 7/8" LONG, WITH WASHER Q 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0', FINISH FLOOR. UNLESS NOTED OTHERWSE. TRUSS MANUFACTURER / ENOINEER NOM.' 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4, AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. COLUMN SCHEDULE MARK sm • BABE PLATE OR REMARK DE90UPTION R,EINFORCEMIEQT WD_1 4X6(3 XN5)¢") SYP. HTT4 W/5/8"DIA. (5/SlIA) PT., WOOD POST x S' EXP. BOLT WD-2 4X6 (3 X'X5X') SYP. HTT4 W/ 5/B" DIA (5/S3.1A) PT., WOOD POST x 5" EXP. BOLT r--------1 FIRE DRAFT STOP FLOO R 2X4 NAILER FOR DRAFT PRE-ENG. _ STOP FUR. TRUSS ELEV. VIEW PRE-ENG. FLR. JOISTSI 3/4" PLYWOOD I DRAFT STOP �I PRE-ENG. FLR, JOISTS 11 rl 2X4 NAILER FOR DRAFT STOP 3/4" PLYWOOD DRAFTSTOP PLAN VIEW DRAFT STOP DETAILS =:axes ssase sates - 4 asm:saxaasaasssax: ssa- a a sssea s sour a s 2x4 WOOD WALL W/ a aas a aaaac a aae a sssa a aaxa: aaaas a sae SYP. NO.2 STUDS. a asa a ur a e 2x4 WOOD PLACE DBL STUDS WALL W/ LL UNDER EACH JOIST aaaaea�aaaaes e a= a cease a a� a SYP. N0.2 ssses�xo STUDS'M a ¢sses a xxss•, a a� a arse s asses ssm s a aaa ... a � a aaaa a II II II � �11__ 9A I ,DB ' ax�a�a a—a=a II I II 11 II II a=asa�x a�az=a II III 3 >� aaacaaa== II II II II II II 11 11 II II 11 _= aaaa= _ m II II II II II II H. II II aaaxxasma aaz=saga 2 5 I II x sssa s a� x x mass s asp s 2X4 WOOD 1 1 WALL W/ SYP. N0.2 I II VI � _ Iry STUDS 0 FJ6 4 1 7 )) 12" O.C. II 11 SECURE 2X12 HDR TO = _ _ tt-/ CMU W/HU410 WI(18) 2X4 WOOD TITEN 2 SCREWS TO --- W/SYP. NO.2 CMU 8 (10) 0.148X3 q NAILS TO HDR STUDS. PLACE ° _ DBLSTUDS _ SECURE 2X12 HDR - UNDER EACH TO 2X8 HDR MSTA-18 JOISTI 1 _ W/(14)0.148"A 21/2" s NAILS o U, ZO _ a'' FJ7 p a H a - 2X4 WOOD L W/ SYP. a NO.2 STUDS 12" O.C. an FJ7----------- soso N N _ _alasams 2 9A FJ5am=a=s LOB asses F' sa 10dx11Q'H6DJWS,TDQ= __Aj 'u2114°ftIMttM10R8 _Z=� =_== CH1H FIRST FLOOR FRAMING PLAN SCALE: 1 /4" = V-0" IJOIST APPLY DRAFTSTOPPING ALONG THIS TRUSS AS TO LIMIT AREA TO 1000 S.F. FBCR 302.12 d N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774 3078 FAX: 407-7744078 www.abdeafgngroup.eom AA 8: 0003325 S 4 I$ R A{1) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 10d x 1 }' NAILS TO TRUSS B42) SIMPSON HETA16 TRUSS ANCHOR WITH (12)16d X 1 k' NAILS TO TRUSS DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) C-(t) SIMPSON LGT2 GIRDER TIEDOWN WITH (16) 10d x 3 J' NAILS TO GIRDER AND (2) SIMPSON HETA16 TRUSS ANCHORS WITH (12) 16d x 3 �' NAILS TO GIRDER lx2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/(3)16d GALV. COMMON NAILS. lx2 SECURED W/ 10d GALV. COMMON NAILS 12" O/C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE" NOTE: APT SYP #22'x 4% 6'. 8" x 4'-0" MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3' O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. ENGINEERED WOOD TRUSSES ® 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT = U:1810 LBS, 070 LBS (1 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) S 1b 1c TYPICAL TRUSS/ SCALE:3/4"=T-0' aD GIRDER CONNECTOR(S) 1111191110111 aNN9lKm 71R7aaNa 4500 3/4" WOOD PANELS 6000 (2) 1/2" WOOD PANELS 60 (2) 1/2" WOOD PANELS 90 2x LUMBER 3/4" T & G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE PRE-ENG WOIST 5/8" GYPSUM BOARD OR 1/2" HIGH STRENGTH CLG. BOARD SECURE IJOIST TO TOP PLATE w/ (2)12d TOENAILS DOUBLE TOP PLATE 2x4 OR 2x6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE PROVIDE BLOCKING 1/2" GYP. WL. BD. SEE SHEET SIAA FOR NAIL SIZE AND PATTERN I -JOIST CONNECTION @ L.B.W. 4 SCALE: 3/4' T-U' (NO UPLIFT) DEPTH 1/4'D —HOLE EDGE >5/6' --HOLE DIAMETER <2/5'D SGL. STUD OUTER 1/3 OF SPAN ONLY BTM.- PLATE STUD NOTCHING AND BORING LIMITS 8 SCALE: 1 12"=1'-0" EDGE >5/9' HOLE DIAMETER < 3/5'0 DBL. STUD ENGINEERED WOOD TRU 0 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL (1) SIMPSON HETA16 TRUSS ANCHOR WITH (9)10d x 1 �' NAILS TO GIRDER. PROVIDE 5" MINIMUM CONCRETE EMBEDMENT. USED IN CONJUNCTION WITH HEAVY UPLIFT CONNECTOR 1X2, 2x WOOD FASCIA — SEE ARCHITECTURAL 2x SECURED W/ (3)16d Z GALV. COMMON NAILS. IX2 SECURED W/ 10d MASONRY BOND GALV. COMMON NAILS BEAM 12" O/C SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE" NOTE: APT SYP #22'x 4', 6', 8" x 4'-0" MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3' O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE GIRDER TIEDOWN REQUIREMENTS. A41) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN WITH (4) e x 5" TITEN HO TO CMU AND (12) SDS *'x 2 J' TO GIRDER 8-(1) SIMPSON FGTR GIRDER TIEDOWN WITH (2) }' x 5" TITEN HD TO CMU AND (18) SDS *'x 3' TO GIRDER C42) SIMPSON FGTR GIRDER TIEDOWNS WITH (2) J' x 57ITEN HD TO CMU AND (18) SDS J' x 3' SCREWS TO GIRDER (EACH TIEDOWN) ENSURE THAT CELLS ARE GROUTED SOLID, W EACH WAY OF BOLTS A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS 12 PLY MIN.) C ALLOWABLE UPLIFT = 5885 LBS (2 PLY MIN.) STYPICAL ROOF SS2a 2b 2c GIRDER CONNECTOR(S) GALE LSTA1220 GAUGE W/ 10dx1/2 HDG COMMON NAILS. ® EACH END TOTAL OF 10 IMIl MO®t`m Tg(CIalla 4500 3/4" WOOD PANELS 6000 (2) 1/2- WOOD PANELS 60 (2) 1/2" WOOD PANELS 90 2x LUMBER LVUWOIST WITH BACKER BLOCK HTT4 W/ 518" A.B. WITH MIN. T' EMBEDMENT .,1,.. TO SLAB L ( x • I 2-12" TO PO NAILS TO POST., POST TO SIT DIRECTLY ON SLAB —� LVL/WOOD POST CONNECTIONS 5 A - SIMPSON IUS1.81116 G < 1400 LBS, U < 70 LBS W/ (2) 3/4"1 WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (14)10d GALV. COMMON NAILS TO HEADER FL#17241 B - SIMPSON IUS2.37/16 G < 1400 LBS, U < 70 LBS W/ (2) 3/4'" WEDGE-BOLT/J-BOLT, 6'MIN EMBED (14) 1Od GALV. COMMON NAILS TO HEADER FL#17241 C - SIMPSON MIU3.56/16 G <2900 LBS, U <210 LBS W/ (4) 39'WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (24) 16d GALV. COMMON NAILS TO HEADER AND (2)10dxl-1/2' GALV. NAILS TO JOIST FL#17241 D - SIMPSON HHUS7.25/10 G < 4140 LBS, U < 1610 LBS W/(B) TIT' WEDGE-BOLTfSBOLT, 5" MIN. EMBED (16) 16d GALV. COMMON NAILS TO HEADER AND (10)16d GALV. NAILS TO JOIST FL#25749 E - SIMPSON MIU4.75H6 G < 3455 LBS, U <210 LBS W/ (8) 34' WEDGE-SOLTU-BOLT, 6'MIN. EMBED 16d GALV. COMMON NAILS TO HEADER AND (2)10dxl-1/2' GALV. NAILS TO JOIST FL#17241 WOOD LEDGER 9 ATTACHMENT DETAIL SCALE: 3/4"=T-0' C47 MAX /W/1X4) OR 1d4Y MAX(W 2X4) MAX.�OR 2x4 BTM. CHORD BRACING 10'-0" O/C MAXSECURED W/ (2)10d COMMON NAILS AT EACH CHORD INTERSECTION TYP. # 1100 UPLIFT SIMPSON - HTSM20 W/1010d TO TRUSS AND (4) 1/4" x 214' TITEN 2 ANCHORS TO CONT POURED LINTEL # 1900 UPLIFT (2) SIMPSON HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/1010d TO TRUSS AND (4) 1/4"x 21/4' TITEN 2 ANCHORS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TITEN 2 ANCHORS MIN. 7' COVER & 2' APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 3 SCALE: 3l4"=1'-0' 1x4 DIAGONAL BTM.CHORD BRACING, SEE PLAN FOR LOCATION MAY NOT BE REQUIRED BTM. CHORD OF WOOD ROOF TRUSSES END WALL OR OTHER END TYPE CONDITION, IF DEPICTED SEE PLAN BTM. CHORD BRACING O SCALE. 3/4"=T-U* PERPENDICULAR TO I -JOIST (2) 2X12 2C MAX. W/ 2e MAX. W/ W MAX. END SYP. P.T. O SH A HING WOIST I.IOIST SPACING FRONT t SEE FRAMING PxyyLLAANN TYP LEDGER q e ENDTYP LED E LEDGER m i � e BOARD 10 F (2) 2X12 SYP P.T. (2) 3/4" EXP. BOLT LEDGER BOARD TO J-BOLT OR TITEN BOLTS REAR BE USED PERPENDICULAR W/ 2" WASHER & 51/2" LEDGER WITH WOIST MIN. EMBED. (TYP) PARALLEL TO I -JOIST (2) 2X8 SYP. P.T. TRU 24" MAX. W/ 24" MAX. W/ 9" MAX. END F A I IJOIST 11011T SPACING FRONT SEE FRAMING PLAN P. TYP. LEDGER w END OF LEDGER wAER- s e BOARD d d 2X8 SYP P.T. 1l4'7(6' TAPCON m s LEDGER BOARD TO W/ 3" MIN, EMBED BE USED PARALLEL TYPICAL LE TOm (JOIST 1. ENSURE THAT EXP. BOLTS/J.BOLTS/TITENS ARE PLACED INTO GROUTED CELLS, 6' ALL AROUND BOLT. 2. SPLICE OF FROM AND REAR LEDGER SHOULD LAP A MIN OF 4'4'. 3. ALL BOLTS TO HAVE WASHERS. 4. EXP. BOLTS/J-BOLTS/TITEN BOLT SHOULD NOT BE ANY CLOSER THAN W O/C. 5. ONLY LEDGER IN DIRECT CONTACT (REAR LEDGER) WITH CMU REQUIRED TO BE P.T. FLOOR JOIST LEDGER SCHEDULE MARK I SIZE IBOLTSIZE IMMIUMMICIBIWAVAGNS A I DOUBLE SYP 2x8 1 1/4" 1 all 24" O/C MAX. B DOUBLE SYP 2,112 1 (2) 311V 1 8" 24" O/C MAX. A. FASTENERS FOR PARALLEL LEDGER SHALL BE 1/4" x G' TAPCONS Wl MINIMUM 3" EMBEDMENT. B. FASTENERS FOR PERPENDICULAR LEDGERS SHALL BE 3W x 10" EXP. BOLT/J-BOLT/TITEN BOLTS W/ 5-1/7' MINIMUM EMBEDMENT C. FASTENERS DO NOT NEED TO ALIGN HORIZONTALLY EXCEPT AT ENDS 10 WOOD LEDGER DETAIL I -JOIST SCALE. 3/4"=1'4' (2) 2X4 No.2 SYP DIAG. — BRACE W/ (3)12d @ EA. TRUSS(DIAG. BRACE TO COVER 5TRUSSES) 0'-0' TO 30'4' (1)'0P BRACE 30'-1" TO 60'-0 (3)'W BRACE (1) "X" BRACE 0 CENTER (2) "X" BRACE DIVIDED EQUALLY FROM CENTER TO END. 2x WOOD FASCIA, - SEE ARCHITECTURAL PRE-ENG GABLE TRUSS —� STIFFBACK (AS PER—� TRUSSENG) SEE SCHEDULE FOR BOND BEAM REQ. 2x4 BLOCKING BETWEEN TRUSSES WHERE X-BRACING IS PRESENT I 4'-0' O.C. (AT SHEATHING SEAMS) SECURE 2x PT. PLATE TO BLK W/ 1/2" DIA. ANCHOR BOLT W/ Z' WASHER SET IN HIGH STRENGTH EPDXY 6' MIN. EMBED. AT 32' OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 6' O.C. MAX CONT, 2x4 SECURED W/ (2)10d's 0 EACH TRUSS TO BE INSTALLED 10'-0" O.C. MAX. BLOCK WALL W/ GABLE END 7E-ENGD TRU PRSS SCALE:3/4'=1'-0' THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.a bdesigngmup.com AA #: 0003326 b Q 5 evannr. a r.OT: ABBOTT PARK LOT #12 BLK#11 Pltojm 04181000-12111 MODMil C 3EFB "2447—ROBIE" GARAGE 871MG: RIGHT PAGE: DETAILS (I —JOIST) 160 MPH EXP. C 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS I A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ,7}. ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE F 1, L', 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 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO Fl AND F2 FORCES. DptmT ATW 05/24/21 BCAr&:1/r = 1'-08 ALTERNATE MATERIALS BST SCALE: 3/4'=1'4' S3. IA SIMPSON H6 W/ (8) 8d COMMON NAILS, EACH ENO EVERY STUD OR ON EACH END OF "BUNDLE" OFSTUDS PLYWOOD FLOOR SHEATHING SIMPSON H6 W/ EACH END (JOIST LVLJ PLATE STRAPS W/ t0o x t 1/7' HDG NAILS WALL / FLOOR FRAMING, I -JOIST PARALLEL TO WALL 2 SCALE: 3/4"=1'-0" #8 WOOD SCREWS x 7' LONG 0 3" O.C.; STAGGERED AS SHOWN #8 WOOD SCREWS DBL. 2X8 SYP #2 LEDGER. x 2" LONG Q 3" O.C.; SEE FLOOR JOIST LEDGER STAGGERED OFF SCHEDULE, 10/S3.1A CENTERLINE W CMU WALL y 8" CMU WALL 3/4" AS SHOWN REINF. PER PLAN }" X G' TAPCONS REINF. PER PLAN PER ELEVATION PER ELEV TION o WOIST (SEE o WOIST (SEE 8 i FRAMING PLAN) 8 s: FRAMING PLAN) N nc PER LEVATI P ELEVATION 2x4 P.T. CEILING u mm. (2) 2x4 P.T. W/ DBL 2X12 SYP IKL LEDGER. SEE NAILER W/ MASONRY NAILS BOLT SCHEDULE, 10/S3.1A MASONRY NAILS a 12" O.C. ® 12" O.C. 1X2 FIRE -STOP 1X2 FIRESTOP SECTION DETAIL AT I -JOIST PARALLEL TO EXTERIOR WALL 3 SCALE: 374"=1'-0 SECTION DETAIL AT I -JOIST PERPENDICULAR TO BEARING ON EXTERIOR WALL 4 PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES STRAP TRUSS TO PL. PRE-ENG AT FIRST TWO BAYS 4'-0" O.C. (AT O PRE-ENG'D WOOD SEE SCHED. BELOW ROOF TRUSS SHEATHING SEAMS) (BLOCKING TRUSS (TYP) 0 24" O.C. NOT SHOWN FOR CLARITY) MAX O 2X4 DIAGONAL BTM. CHORD PER ELEVATION BRACING,. SEE PLAN FOR FOR STRAPPING LOCATION VERIFY PRE-ENG ROOF TRUSS SECURE 2c6 PT. PLATE TO SLK ;�.. W/ TRUSS PLAN 7'RlISB 701)pp pL/L7E 5B" GYPSUM BOARD OR VZ' HIGH W/ 1Y2" DIA. ANCHOR BOLT W/7' �Y• A-SIMPSON MTS12 STRENGTH CLG. BOARD 4x4/4x6 SYP NO.2 WASHER SET IN HIGH U < 990 LBS W/ (14)10d SECURE TRUSS TO TOP PLATE W/ (2) WOOD POST TO STRENGTH EPDXY 6" MIN. GALV. NAILS. 16d TOENAILS SLAB. SEE EMBED. AT 37' OC MAX. B - (2) SIMPSON MTS12 DOUBLE TOP PLATE SCHEDULE SECURE GABLE TO 2x8 P.T. U < 1420 LBS W/ (14)10d BELOW FOR PLATE W/ 12d8 's " O.C. MAX GALV. NAILS EA. STRAP 2x4 OR 2x6 WOOD BEARING CONNECTION WALL W/ SYP No 2 STUDS SEE FL#17239 PLANS FOR SPACING. SINGLE CONC.POURED BTM. PLATE TO BE PT. LINTEL COURSE PROVIDE DBL. TOP PLATE • PROVIDE BLOCKING o• :0 SIMPSON SPH4 OR SPH6 BTM 1/7' GYP. WL BD. AND TOP PLATE ANCHORS W/ 10d x 1 1/7' COMMON NAILS SECURE BT. PLATE TO SLAB W/ CONT. 2x4 SECURED WI(2)tOd'sQEACH FILL ALL HOLES, DO NOT USE 1PY'x9" WEDGE ANCHOR W/ 7' WASHER SET IN HIGH STRENGTH TRUSS/WOOD POST CONNECTIONSi, TRUSS TO BE INSTALLED 10'-0" O.C. MAX. 10tlx3" EPDXY 5-1/7' EMBED. MIN. 0116" 1 0a 10b 10c , OC MAX. SCALE: 3/4"=T-9' GABLE END BRACING W/ PRE-ENG GABLE TRUSS Q CMU WALL $ SCALE: 3/4'=1'-0' L A - SIMPSON MTS-12 U <990 LBS W/ (14)10d GALV. NAILS. ..!, B - SIMPSON HTS-20 U < 1310 LBS W/ (20)10d GALV. NAILS. C - 2-PLY-SIMPSON VGT/HDU4 U < 4565 LBS VGT TO TRUSS W/ (16) TO HDU4 AND (10)1/4"X 212"SDS TO POST TRUSS CONNECTION L.B.W. PUTT LASCONIw" 9a gb SCALE: 3/4' 1'-0" A&B - SIMPSON ABU44Z POST BASE <U:1,900 G:5,660 W/ 5/8 DIA x 6' EXP. BOLT SIMPSON ABU46Z POST BASE <U:2,300 G:10,335 W/ 5/8 DIA. x U' EXP. BOLT C - SIMPSON HTT5 POST ON SLAB <U:4,565 W/ 6M' AS. WITH MIN. T' EMBEDMENT TO SLAB & (26) 16d x 2-12" NAILS TO POST. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com L AA M. 0003325 J � rr 0. 9L73DIV. de LOT: ABBOTT PARK LOT #12 BLK #11 PROJECT# 04181.000-12111 MODEIa 3EFB "2447—ROBIE" GAMAGE 81I7JG: RIGHT PAGE: DETAILS (I —JOIST) 160 MPH W. co, L A D A ABO AR NO 9 mmmm = 05/24/21 az�ET S3.1B DBL. TOP PLATE CONT. LAP TOP PLATE A MIN. OF 46' AND NAIL W/16d COMMON 2x HEADER SEE PLAN FOR SIZE NAILS, 2-ROWS, 4" O.C. BTM. Q AND QUANTITY PROVIDE 1x 2x6 BLOCKING FOR SHUTTER LAP TO OCCUR OVER STUD WOOD OR 117PLYWOOD ;; INSTALLATION. PROVIDE l2" FILLER(S). NAIL ALL TOGETHER 6 PLYWOOD FILLER(S)NAIL W/ 16d COMMON NAILS, ALL TOGETHER W/ 16d 2-ROWS, 6" O.C. COMMON NAILS, 2-ROWS, 6' b O.0 SHORT 2x STUDS BETWEEN HEADER ABOVE AND FRAMING DIRECTLY ABOVE (1) 2x6 FLAT TOE NAILED TO 3/4" DIA. x 8" MIN. EXPANSION WINDOW JACK STUD NAILED INTO BOLT W/ 3x3 OVERSIZED 4-- INSIDE AND OUTSIDE PLY OF O WASHERS PLACED 16' O.C. MIN. CONC. EMBEDMENT 4" SECTION /M FILLER BELOW W/ 18tl COMMON NAILS, 6" O.C. SHORT 2x STUDS BENEATH WINDOW SILLS 26 BLOCKING FOR SHUTTER INSTALLATION. PROVIDE 1/2" PLYWOOD FILLER(S). NAIL 2x MID -HEIGHT BLOCKING b ALL TOGETHER W/ 18d AND ANY PLYWOOD SEAMS COMMON NAILS, 2-ROWS, 6' W/ (2) 16d TOE -NAILS, EACH 2x HEADER SEE PLAN FOR O.C. END 4 P SIZE AND QUANITY G PROVIDE ix WOOD FILLER(S). Q NAILS ALL TOGETHER W/ 16d SINGLE BTM. PT PLATE COMMON NAILS, 2-ROWS, 6' SIMPSON H10A W/ 10dx 112' O,C. GALV. COMMON NAILS, FILL SIMPSON SPH4 OR SPH6 ALL HOLES OR SPHB TOP & BOTTOM 4'4" MIN. TOP PLATE SPUCE STUD PLATE TIES WI 10d x 1 AND NAIL W/ 16d COMMON 2"GALV. COMMON NAILSNAILS, 2-ROWS, 4" O.C. AT EACH STUD) FILL VERY HOLE. DO NOT USE NAILS / i'LONG \ j B BTM. MEMBER OF TOP I ii�F-Ii JI PLATE SPLICE MUST LSTA18 W/ 10dx3" GALV, COMMON OCCUR OVER STUD. NAILS, (7) EACH END TOTAL OF 14 2x MID -HEIGHT BLOCKING 4" NAILS. APPLIED TO INSIDE FACE AND ANY PLYWOOD SEAMS (1) 2x FLAT TOE NAILED TO TYP. ONLY FL#17244 W/ (2)16d NAILS EACH END JACK STUDS BEE SCHED OR # STUDS NDER EADER SEE SCHED— - OR # FULL EIGHT 2x STUDS H-E 4" LO 4" 3X3 OVERSIZED WASHERS PLACED 4" 37' MAX. TYP. TYP. 37' OIC 6" MIN CONC.EMBED. TYP C-SPACING 16' MAX. ,. 16" MAX. (3) 2xl2 HEADER PROVIDE DBL. TOP PLATE 11Y' PLYWOOD FILLER(S). NAIL ALL TOGETHER W/ 16d CONT. COMMON NAILS, 2-ROWS, 6' — — O.0 N _JEW7j27 (5) 2x STUDS IN CORNER. NAIL THE (3) CORNER STUDS TOGETHER W/ 16d NAILS, 3" O.C. LAP TOP PLATES AT CORNER, (4) 2x STUDS IN CORNER. NAIL THE (3) CORNER STUDS TOGETHER W/ 16d NAILS, 3" O.C. NUMBER OF HEADER STUD SUPPORTING HEADER ON EACH SIDE NUMBER OF KING STUDS EACH END OF HEADER SPAN HEADER SIZE (2) 2x6 (3) 2x6 (2) 2x8 (3) 2x8 (2) Z00 (3) 2x10 (2) 2x12 (3) 2x12 OIWlPMCINeICO.Q EIWilW111Ge7�0A 0-2R j24 0 N 2 2x4 2 2x4 2 2x4 () 4 (3)2x4 SPAN KINGS SPAN KINGS 2x6 (2) 2x6 (212x6 (2) 2x6 () 2x6 (2) 2x6 (2) 2x6 3) 2x6 0 - 2ft 1 0 - 2ft 1 3-4ft 2x4 2x4 2 2x4 2 2x4 2 2x4 (3) 2x4 3) 2x4 3-4ft 2 3-4ft 2 2x (2) (2)2x ()2x8 (2) ()2x6 S- 6 ft 2x4 2x4 2x4 2 2x4 2 2x4 2 2x4 2 2x4 2 2x4 5- 6 ft 3 5- 6 R 2 2x6 2x6 6 6 (2) 2x6 2) 2x6 (2 2x8 7- 8 R 3 7- 8 R 3 2x4 2x4 2x4 2x4 2 2x4 2 2x4 2 2x4 2 2x4 7-eft 6-10R58-10R3 6 2x6 Zx6 2 (2)2x6 8 -loft 2x4 2x4 2x4 2 2x4 2 2x4 2 2x4 2 2x4 10-12R 5 10 -12 ft 4 �20 2x6 2x610 - 12 ft 2x4 2x4 2x4 2x4 2 2x4 2 2x4 2 2x4 2x6 2x6 2x6 2x6 2x8 TYPICAL EXTERIOR WOOD FRAME WALL CONSTRUCTION DETAIL SCALE: 3/4"-T-9' 16' MAX. PROVIDE (3) STUDS 0 -—NAIL STUDS / —NAIL STUDS — —PROVIDE (3) STUDS 0 CORNERS LAP TOP TOGETHER W/ —/ TOGETHER W/ CORNERS LAP TOP PLATE MEMBERS 12tl 0 17' O.C. PROVIDE (3) STUDS 12d 0 17' O.C. PLATE MEMBERS PLYWOOD SHEATHING, SEE CORNERS LAP TOP PLYWOOD SHEATHING, "ROOFNVALSTENER SHEATHING PLATE MEMBERS SEE THING /ASTENER 16'MAX FASTENER SCHEDULE" SHEATHING FASTENER SCHEDULE" PLYWOOD SHEATHING, SEE "ROOFNVALL/FLOOR SHEATHING FASTENER SCHEDULE" C2 D Cl PROVIDE (3) STUDS 0 EXTERIOR MASONRY / WOOD CORNERS LAPTOP CONNECTIONS PLATE MEMBERS PLACE 30# ROOF FELT BEHIND SCALE: 1 12"=1'-0" VERT, STUDS SO AS TO NAIL STUDS SEPARATE WOOD AND TOGETHER W/ MASONRY/ CONCRETE (TYP.) 12d 0 12" O.C. 12" DIA. SIMPSON TITEN 1/2" DIA. SIMPSON BOLTS 5" MINIMUM TITEN BOLTS S' MINIMUM PLYWOOD SHEATHING, SEE EMBEDMENT INTO GROUTED EMBEDMENT INTO GROUTED "ROOFANALL/FLOOR SHEATHING III- CELL, 6' FROM ENDS AND CELL, 4" FROM ENDS AND FASTENER SCHEDULE" 16' O/C, VERTICALLY MAX 16' O/C, VERTICALLY MAX C3 NAIL STUDS TOGETHER W/ 12d 0 17'O.C, • SHEATHING ON INTERIOR OR A B EXTERIOR OF WOOD WALL (1) 2x TO BLOCK ON 2x4 WALL PLACE 30# ROOF FELT 1-7 1 4 A (2) 2x TO BLOCK ON 2x6 & 2x8 WALL BEHIND VERT. STUDS SO AS (2) 2x TO BLOCK ON 2x6 & 218 WALL TO SEPARATE WOOD AND MASONRY/ CONCRETE (TYP.) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.60TS FAX: 401-7744078 www.abdesigngroup.com AA #: 0003326 g Mimi F* g9Q g tI I eUDDIV. & LOT: ABBOTT PARK LOT #12 BLK #11 PROJ)mCT* 04181.000-12111 UODa%a 3EFB "2447—ROBIE" GARAGIC 8WWQ: 1 RIGHT PAoffi: DETAILS 160 MPH EXP. C 27'-4" 23,-8„ 18'•0" 2,1., Pi El �o M `t n Q 'v N W O N y � N Y � b M � M v a N N N a 6'•4" 2'-- 14'-4" SECOND FLOOR DOWEL PLAN SCALE: 1/4" = 1'-0" 1441 N. RONALD REAGAN St LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com L AA & 0003325 To Q SUDD:v. ag LOT: ABBOTT PARK LOT #12 BLK #11 PROJmOT� 04181.000-12111 MODZU 3EFB "2447—ROBIE" GARAGE BWMG: RIGHT PALM SECOND FLOOR DOWEL PLAN 160 MPH ER. 0 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/Y' HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1Od x 1 1/2" HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ iOd x 1 1/2" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 8. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4-). 9. 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. 10. 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 2 718" LONG, WITH WASHER Q 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12, WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13, ALL ELEVATIONS ARE REFERENCED FROM O'-U', FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK DEampT1ION REMARK 1Q (2)2X8 2O (2)2X12 BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.O.A. = TOP OF ARCH / T.O.$ = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (rc SIZE REINFORCEMENT STIRRUPS REMARKS STM. TOP MID SIZE SPACING BB1 MASONRY 3000 8x16 (1)#5 (1)#5 N/A GROUTED SOLID 882 MASONRY 3000 Sx8 M. GROUTED SOLID SEE SHEET S5.1A FOR SAFE LOAD TABLES li .� 8F8- 8F8-lT/0M/0B 1 ®1T/OM/OB i % 11 i % J 4 J ��0 J11 °b J °► 1 �4 1J U.N.O. PROVIDE 682 WHERE % J ROOF TRUSSES BEAR, � J TOP OF WALL EL 17'4' i i i i i i i i i i i i i i i i i i i J � 1 � s v 1 i d 10, GT 1 40 1 J4p1 as11% 11 _J JJ `% r,T 7— 1J o` i i # »�.SFl 1l M/011 SECOND FLOOR LIFT BEAM PLAN SCALE: 1/4" = V-0" 1"I N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdesigngroup.com AA #. 0003328 i Q ,jig 4 00 avBDry & TAT: ABBOTT PARK LOT #12 BLK #11 PROJECT* 04181.000-12111 MODELo 3EFB "2447—ROBIE" GARAGE INNING: RIGHT PAGE: SECOND FLOOR LIFT BEAM PLAN 160 MPH EXP. C 8CALJC:1/4" = 1'-0" 1 S5 FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA18 W/ (9) 10d x 1 i/Y' HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE NTH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. S. 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 UNTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 9. 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. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILT[ X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS36, .177" " x 2 7/8" LONG, WITH WASHER (M16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR, UNLESS NOTED OTHERWISE. TRIM 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 CEIUNGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN, ADD SYP NO.2 4'-0" LONG & TO BOTTOM CHORE iGd NAIL, 2 ROWS, 3" 1 ROOF FRAMING PLAN SCALE: 1/4" = T-0" SYP NO.2 2X6 LONG SCAB IOTTOM CHORD W/ JAIL, 2 ROWS, 3" O.C. 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH:407-7744078 FAX 407.7744078 www.abdeslgngroup.com AA N: 0003326 p � i O LlF. BLTHaiv as LOT ABBOTT PARK LOT #12 BLK #11 PROJECT# 04 81.000-12111 MoDmu 3EFB "2447—ROBIE" GARAGE al►nM- RIGHT PAGE: ROOF FRAMING NG LA 160 MPH ER,.0 3 Dw05/24/21 BCA=:I/4' = 1'-0' a*1zET s6 xr* 'F Hen ROGF ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-16 ZONE 1 = 57.40 PSF (67.40) ZONE 3 = 65.80 PSF (75.80) ZONE 2e = 65.80 PSF (75.80) ZONE 3e = 75,80 PSF (85.80) ZONE 2n = 75.80 PSF (85.80) ZONE 3r = 90,80 PSF (100.80) ZONE 2r = 75.80 PSF (85.80) "A"= 4'1" END ZONE DISTANCE BASIC WAND SPEED: 160 MPH EXPOSURE CATEGORY: "C" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT: +/. 0.18 ROOF DNRRAOAI FOR ASPHALT SHINGLE ROOF, USE MIN 19/32" STRUCTURAL SHEATHING EXP 1 (40120). FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN, 19/32" STRUCTURAL SHEATHING EXP 1 (40R0).(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL ROOF SHEATHING TO GABLE END FRAME USE 10d RING SHANK GUN NAILS 0 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. ROOF/ WALU FLOOR SHEATHING FASTENER SCHEDULE SIZE HEAD LENGTH CIA TENSILE STIR. SHANK ASTM t0d RINGSHANK, 21P2" 0.131 F1687 SCREWS K 170,000 RING (16R RINGS RSRS-03 Btl RING SHANK, 23/9' 0.113 F1667 SCREW SHANK PER INCH) RSRS-01 Sd RING SHANK, PNEUMATIC 23/6' 0.113 F1667 SCREW -NAILS RSRS-Ot IKAF I EH UK I KUJJ ROOF SHEATHING EXTERIOR SHEATHING USE 1rY' CDX OR 7/16' O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND Sd RING SHANK GUN NAILS AT 6' O.C. AT INTERMEDIATE SUPPORTS OR 7116' ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. TU BUILDINGLENGTH ROOF SHEATHING LAYOUT AND ENOWALL BRACING FOR GABLE END FRAMING GABLES -DROP GABLE END & (1) ADD'L DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING 16O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING U W O.C. FIRST 4 BAYS W/ (2)12d NAILS EA END. ATTACH ROOF SHEATHING TO RAFTERS 2/ BLOCKING PER NAILING SCHEDULE ZONE 1: 1 Od NAILS ® 4" O.C. ON EDGE AND 6' O.C. IN FIELD ZONE 2e, 2n, 2r: 1 Od NAILS C 4" O.C. ON EDGE AND 4" O.C. IN FIELD ZONE 3,3e, 3r 10d NAILS a 4" O.C. ON EDGE AND 4" O.C. IN FIELD ROOF SHEATHING THICKNESS WAS CALCULATED AND ADHERES TO ASCE 7-16 SE RING SHANK GUN NAUS a O.C. TOP 4 WTTOM EDGES ........ f) T 6o i3 VP FXT CHFATHING ATTArFlMFN I■����It 11 I I - 1. RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT' TABLE FOR FIELD SPACING � #8 2" DECK SCREWS U 6"-8" O.C. MAX 0 EDGES & 12' O.C. Mt IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING FYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS 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 BUILDING CODE STANDARDS: F8C622020, 761 EDITION Ad 318-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, TMS 402/602.18 AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2010, ASCE 7-16 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 MERE A DIFFERENT DETAIL IS SHOWN, ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33/C33M. MAXIMUM AGGREGATE SIZE SHALL BE 3/4". WOOD. PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 3W. PROVIDE E MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON GROUND WHERE INDICATED ON DRAWINGS. SEAMS LAPPED 6INCHES AND SEALED NTH ADHESIVE TAPE. FORNFWl(M FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347 LATEST EDITION; RECOMMENDED PRACTICE FOR CONCRETE FORM -MIRK. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO.2 OR BETTER. Fb = 1100 PSI AND A MODULUS OF ELASTICITY !ILLS, PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED, WOOD FOR NONSTRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DI ODIUM CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT CONTAINS MORE THAN %" OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT MLLISIONS FROM THESE PILMS MINIMUM NAILING PER FBCR 2020, 761 EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE 3TRUCTURAL.DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WTH 2. STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS SYP #2. THE STRUCTURE 19 DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WF.,I. W�E AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. WELDED WIRE MESH, SHALL BE ASTM Al 084/AI 064M, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE VIVOW $' THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION Ad TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2' CHAIRS SPACED T.0' OC, EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE'NATIONAL DESIGN SPECIFICATIONS FOR REQUIREMENTS AND SLAB ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. STRESS -GRADE LUMBER AND ITS FAST NINGS' BY THE NFPA. TRUSS DESIGNS SHALL SIGNED AND E G L BE 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 PLATES SHALL BE A MINIMUM THICKNESS OF 0.036' AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM ASISA615M GRADE 40 IN CONCRETE DEFORMED BARS REBAR SHALL BE ASTM A615 MEETING THE REQUIREMENTS OF ASTM A448/A448M, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. GRADE 80 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE DESM LOADS-. W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE Ad 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-PLATECONNECTED-WOOD TRUSS CONSTRUCTION:, AND "SCSI LATEST EDITION' ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 paf 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 pat TOP CHORD -n4 n<unent REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR • 25" #8 BAR - 36" WOOD TRUSSES. 10 paf BTM CHORD -nonSOn Yent #5 BAR - 30" 07 BAR - 42" TRUSS MANUFACTURER WALL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 36" x 38' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI/ASCE 7 88: 1990. 15 pof TOP CHORD 20 Paf TOP CHORD (7 Pelf W/ ASPHALT SHINGLES) (10 PSI W/ No GYPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING 70 MANUFACTURER'S INSTRUCTIONS. 10 pal BTM CHORD 5 Psf BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT: IOpsf 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 80 psf WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 paf WIND: DEAD LOAD SPEED MPH 3- SECOND GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FORBEARING (ASCE 7'16 (NBC R2020) EXPOSURE C, RISK CATEGORY II) 020) INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: WITH LIMITED Dpsf, UNINHABITABLE0p LAYOUT, SPANS 8 ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS TRAT STORAGE: HABITABLE ATTICS AND ATTICS SERVED WTH FIXED STAIRS: WTH f, 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 : 40p NTS: AND DECKS: 40paf, GUARDS AND HANDRAILS: 200ps1, GUARD IN -FILL COMPONENTS: SODS(, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHCLE GARAGES: SOpsf, ROOMS OTHER THAN SLEEPING ROOM: dOp$, SLEEPING ROOMS: 30paf, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 60PM RY' PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS Of THE LICENSED PROFESSIONAL ENGINEER. BMW DRAWING REy em "SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FAGUTATE THE SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY 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 THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER. COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL BLOCK WALLS SHALL BE TVVO-CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WTH ASTM C-90, GRADE ft = 2000 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C-676, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM WIT WRITING BY THE ARCHITECT, COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8' TO 1 O'. USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATION SITE PREPARATION. "M" "S" FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 PSI, FOOTING TYPE OR MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT, MORTAR SHALL BE 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 95% 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 0.1557. TREAT ALL CELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY REINFORCING. SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAIUNG TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RECOMPACTED 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 S STLC� BE MADE BY THE GEOTECH. ENGINEER. THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WTH THE CON0MM' SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: A38/A36M, Fy = 36 ksi FOR ANGLES, PLATES, AND WSHAPES. STRUCTURAL TUBING SHALL BE ASTM A500/A500M, GRADE 8, Fy = 46 HIM. STRUCTURAL PIPE SHALL BE ASTM A53/A53M, GRADE B, TYPE E OR S, Fy = 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE SEW. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL CONTRACTOR SHALL SUBMR PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MX PRIOR TO OTHERB ALL THWASHERSUNDER THE TURNED ELEMENT. BOLTS ASTMRDAN CONCRETE PLACEMENT CONCRETE SLUMP SHALL NOT EXCEED 5•-V- PRIOR TO THE ADDMON OF PLASTICIZER TIGHTLTS ENED EWIT3125M THETUROLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. CONCRETE SHALLCOPLYWITH ALL THE REQUIRBAENTSOF ACI 31BAND ASTM C9W94MOR MEASURING, MXNG,TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOYED FROM WHEN ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL.J-BOLTS ARE TO BE STEEL. WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 9D MINUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MNUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE. REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A 3' FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS} B FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER 1,117 FOR 05 AND $MILLER 2' FOR06 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 314" FOR SLABS, WALLS AND JOISTS 1.12" FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLICATION Siff TYPE SPACING REMMKB APWCATK)N SME TYPE PNG REwWKe 1r2 PT PEPPING TO MASONRY/CHIC. CASEHAIO EDCGL NAIL, VS'UNG. S„OC GARAGE DOOR BECK TO MASONIYICONC. fl1'OVi NO WASHER TA-N MASONRY FASTENER SNC R' EMBED., IENO GST, t,YY EDGE qBi. SGD,K. FJR. DDORS Ix Pi, SEE NOTES USE HAPo2ENEll WIL NNL1 tYI LONG. e'O,C STAGGERED MANOOWpOOPI FASTENED INTO MASONRYIOJNC GARAGE DJM BIq( roMA9OMYdN Se' PA CR W'WA6HFR EYPP>JMONB7LT 16`O,C IS'8'GVO 21 O.0 I— A) rEMBEO.rD aST.. I-EgST vaNl»w euac G18E HAROBJ.COIL a.- W1NDOWIaJOnI FASTENED METH. sTRAPro CONTACT THIS ENGINEER FOR PACING x PT.E.- NAIL,1r1 Low. STAGGER. IwoMA�eaWcwc MAsaNRrlcoNc REQUIREMENTS EXT. SVMNGOOOR 1214n8YMA "TAPCQV ,8'O� I-SMB., S'ENa NONAEAPoNG WOOD 1?'° EXPPNSCN 2r 0� rEM111'END BW(2 PTSEENOTES NO WASHER -TN. D T,I1 EDGE q3T. WALITOCONC 6lA0 W/WASHER BOLT q8T. 8'EDOE q3T. PTxTOS NWW BJLI( D1S8°PPFr 21rff OIC EO ED3d'EN0. q$T., N EL COL..9EE TAGGEPtE a8T.f? OTES WI WASHER 9 1. S�TMLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND/OR NOA 3, ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SMALL 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 EXCEPT FOR AN EXTERIOR SWING DOOR WITH WOOD DOOR FRAME. 1. MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPCONS OR PAP TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32760 PH: 407-774.6076 FAX: 407-774.4C www.ebdesigngroup.mm AA #: 0003325 Fri � b r a O Co R BVHDIV. & LOT: ABBOTT PARK LOT #12 BLK #11 I,ltOJffiCT 04181.00 - 2111 DLODIgL: 3EFB "2447-ROBIE" DAMAGE a1►INO: RIGHT PAGE: DETAILS 160 MPH EXP. C (! 3 SCALM 1/41 = 1' ®SZQZQT SN - I © TRIM NAIL INSTALLED THROUGH - FASCIA @ 16" O.C. MAX O STAPLESINSTALLED- THRU SOFFIT AT NAIL HEM AND IN VALLEYS MAX. DETAIL A FASCIA 70 STAPLES INSTALLED @ 12" O.C. MAX (INTO WOOD) IN J-CHANNEL SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) FASCIA WOOD BOARD BY OTHERS 7OSTAPLES INSTALLED• THRU SOFFIT AND J-CHANNEL AT NAIL O HEM AND IN VALLEYS 1 STAPLES INSTALLED @-'` 12" O.C. MAX (INTO Q (Z)WOOD) IN J-CHANNEL SLOT 2X2 WOOD BATTEN 10 ,rSTAPLES INSTALLED 70 THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS lr_#SX3" WOOD SCREW OR Q TAPPING SCREW, BATTEN ATTACHMENT FASTENER SPACED 24" MAX. O.C. i' MAX -94 Io— DETAIL D O STAPLES INSTALLED, J-CHANNEL THRU SOFFIT AND J-CHANNEL AT NAIL FASCIA, HEM AND IN VALLEYS O SOFFIT- --I ® J-CHANNEL P1CTA 11 C J'l,rl-7F11VIVCL TRUSSIFRAMING OVERHANG EAVE CONSTRUCTION BATTEN STRIP ANCHOR 12 1 Od NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO FRAMING USSMOIST/RAFTER M OTHER 2-14' EMB. X2 WOOD BATTEN 11 OFFIT 1D 'I-J-CHANNEL Q DETAIL B J-CHANNEL FASCIA 12 BATTEN STRIP ANCHOR 10d NAIL AT EACH TRUSSMOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO FRAMING 70 STAPLES INSTALLED THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS O 11 1X2 WOOD BATTEN r2X2 WOOD BATTEN 10 O S r-INSTALLATION SCREW, BATTEN ATTCHMENT Q FASTENER SPACED 24" 90 MAX O.C. STAPLES INSTALLED @ 12" O.C. MAX (INTO 70 WOOD) IN J-CHANNEL O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) f-CONCRETE/CMU OR WOOD (NOTE 1) PAN V SPAN'L AVE WIDTH EAVE WIDTH (ROOF (ROOF OVERHANG) OVERHANG) CONCRETE; CMU OR WOOD (NOTEA) CONCRETE; OFFIT CMU OR WOOD SOFFIT SEE DETAIL'A' SEE DETAIL'E' SEE DETAIL'D'J SEE DETAIL'E' (NOTE:1) EAVE CROS"ECTION EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL, FASCIA @ FASCIA END J-CHANNEL @ WALL AND FASCIA END Q J-CHANNEL- f, DETAIL C J-CHANNEL -TRUSS/JOIST/RAFTER BY OTHER -1/4" NSTALLATION SCREW, 2 EMB. BATTEN ATTCHMENT Q FASTENER SPACED 24" 0 MAX O.C. STAPLES INSTALLED @ 12" O.C. MAX (INTO 7O WOOD) IN J-CHANNEL O SLOT OR T-NAIL @ 12' O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR WOOD (NOTE 1) NOTE 1: MINIMUM SPRUCE -PINE -FIR FRAMING OR CONCRETE/MASONRY. BUILING CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET. Ji 3.519 t" f f%?f�Fii.i,••f?f 375 .375 ••=:fi?• 4 3.625 3.625 66 5 08 .03 -, oA - 12--+� DETAIL A 12" TRIPLE 4 FULL-0-VENT SOFFIT ECO VINYL -NO. 639 IN i iN. RONALD REAGAN SL LONGWOOD, R. 32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com AA #: 0003325 OR q � k7 BVHDIV. da M ABBOTT PARK LOT #12 BLK #11 P380JWT* 04181.000-12111 HODBIs 3EFB "2447—ROBIE" CIANAGE 81117N s: RIGHT PACE: SOFFIT DETAILS 160 MPH EXP. C 0 1� KXJWA,AA AR NO DFtnm A05/24/21 SCAUE-1/41 = i'-0" B*Ec= SDI V3 1 �f-7 �4� 1- - 0 � pkkt--� I V,4a,4�