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HomeMy WebLinkAbout38320 Sonnet Landing Ave99 2 8 2 8 E 4 0 1 99 E N S L E Y ,Y 41 P. r H O M E S� '\o 12602 TELECOM DRIVE, TAMPA, FL 33637 Tal: (813) 740-9720 Fax: (813) 740-9715 STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF RAWINGS -jWEDA I�ug=G OW& ,, ASV. ABOVE LAV. LAVATORY DATE D84CRIPTNON I9DHi0N 7M ( � A/C AIR CONDITIONING LUM. LUMINOUS OWMW BID BET ISSUED ARCHITECTURAL SHEET DESCRIPTION �y,p -AM LOAND STATI COM CAL DJ ALT. ADJUSTABLE ADJUSTABLE ALTERNATE MC. MFR. MEDICINE CABINET MANUFACTURER �laI 2020 FMC UPDATE DR HORTON HOMES 12602 TELECOM DRIVE TAMPA FL 33637 1 TEL: (813) 740-9720 -OCCUPANCY - RESIDENTIAL, GROUP R3 -CONSTRUCTION TYPE - VB -MIN. INTERIOR FINISH - CLASS B -BASIC WIND SPEED - Vult=180 MPH Vasd=124 MPH -EXPOSURE - C AMP. BD. CL CAB, cLG cm CONC. CPT C.T. AMPERAGE BOARD CENTERLINE CABINET CEILING CLEAR CONCRETE CARPET CERAMIC TILE MIN. MT, MTD MTL. .T N.S O.C. PL P.B. PH. MINIMUM METALTHRESHOLD MOUNTED METAL NOT TO SCALE ON CENTER PROPERTY LINE PUSHBUTTON PHONE PG CI -COVER SHEET PG GN- GENERAL NOTES PG Al -FIRST FLOOR PLAN PG AIA-FLOOR PLAN SECTIONS/DETAILS PG A2-SECOND FLOOR PLAN g3AWI ADDED SOFFIT DETAILS 09/I6RI CREATED a -m OPT. 09/9WI ADDED STONE VENEER OPTION FAX: (813) 740-9715 -I-STORY RESIDENCE .2-STORY RESIDENCE - MAX. HEIGHT AS PER IDCAL AND STATE CODES D. DBL. DO. DA. DRYER DOUBLE DUAL GLAZED DIAMETER PIT. PLYWD PR. PT. PLATE PLYWOOD PAIR PRESSURE TREATED PG A3G-FRONT & REAR ELEVATIONS "G" PG A4G-LEFT & RIGHT ELEVATIONS "G" PG El -FIRST FLOOR ELECTRICAL PLAN DIM, DISP. DP. DR. D.S. DTI. D.W. EA. ELEv. EQ. EXH. DIMENSION DISPOSAL DEEP DOOR DOWNSPOUT DETAIL DISHWASHER EACH ELEVATION EQUAL EXHAUST R. RAD. R.A.G. REF, RM. R.O S.C. S.D. S.H. SHT SHTHG. RISER RADIUS RETURN AIR GRILL REFRIGERATOR ROOM ROUGH OPENING SOLID OE IN DR SMOKE DETECTOR sINGLEHUNG SHEET SHEATHING PG E2-SECOND FLOOR ELECTRICAL PLAN PG PI -PLUMBING PLAN PG DI -DETAILS PG D2-DETAILS PG D3-DETAILS PG D4-PRODUCT APPROVAL LISTING PG WA1-WALL ASSEMBLY DETAILS S STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA S .FT. CALO. S IST FLR LIVING I962 s6L FT 2ND FLR LIVPIG Vd®9 BQ. FT. TOTAL LNM 2.311 BG FT AR No. 93723 GAt>E 429 86L PT. ENTRYO. 28 SFT. EXP. F.G./FX. F.G. EXTERIOR FIXED GLASS FUEL GAS SHWR SIM. SL. SHOWER SIMILAR SLIDING PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 TOTAL 2.s28 SQ. FT FIN. FLR FLUOR. FR. D FTG.R FINISH FLOOR FLUORESCENT FOOTING FRENCH �OR SL. GI.. STD. SOUS TEMP SLIDING GLASS STANDARD SHEAR WALL SECT TEMPEEDGLASs PG WA4-WALL ASSEMBLY DETAILS PG WA5-WALL ASSEMBLY DETAILS PG WA8-WALL ASSEMBLY DETAILS Tel: (407) 774-6078 GA GAR. DISP. GAUGE GARBAGE DISPOSAL THK. T.O.C. THICK TOP OF CURB Fax: (407) 774-4078 G.F.I. GL ERUPTER GROUND -FAULT CIRCUIT GLASS T.O.S. TYP. U.N O. TOP OF SLAB TYPICAL UNLESS NOTED STRUCTURAL SHEET # DESCRIPTION PG Sl-FOUNDATION PLAN PG SIAA-DETAILS GYP. BD, GYPSUM BOARD OTHERWISE B. HOSE BIB O H.PRO H.C. HOLLOW CORE V.P. OTHER LSE HDR HEADER W. WASHER DRAWING / CONTRACT DOCUMENT REVIEW BY BUII.DER HOT. OR HT INSDL HEIGHT INSULATION W! WD. WITH WOOD PG S1.2-FIRST FLOOR DOWEL PLAN THE BUILDER ASSUMES ALL LNABEM FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. TNT. INTERIOR WOW W1 WA DO HEATER WROUGHT IRON PG S1.2A-DETAILS PG S2-FIRST LIFT HEM PLAN AND NOTES PG S2.1A-DETAILS IF ANY ASPECT OF THE CONSTRUCTION (AS PG S2.2A-SAFE LOAD TABLES DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND PG S3-FIRST FLOOR FRAMING PLAN ELEVATION IN NEED OF FURTHER DETAILING OR EXPLANATION IN PG S3.lA-DETAILS ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET. THE CORRECT PROCEDURE IS FOR THE BUDDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. PG S3.1H-DETAILS PG S3.1C-DETAILS PG S4-SECOND FLOOR DECK PLAN PG S4.2-SECOND FLOOR DOWEL PLAN PG S5-SECOND LIFT BEAM PLAN AND NOTES AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN PG S5.IA-SAFE LOAD TABLES RFI's IN WRiTTEN/DRAWN FORMS IN A TIMELY MANNER. AS DESIGN GROUP TAXES. NO RESPONSD3DdTY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE PG SS -ROOF FRAMING PLAN PG SN3-DETAILS PG SDI -SOFFIT DETAILS BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTION BASED ON THE DRAWING SET. 1441 N. RONALD REAGAN SL LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdosigngroup.com L AA $: 0003325 a StmISIV. as LOT ABBOTT PARK LOT #13 BLK #11 PROJMT# 04181.000-13111 U0DZILc %E401 "2828-ENSLEY" GARAGE SITING: RIGHT PAGE: COVER SHEET 160 H E . C GENERAL NOTES 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) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH 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 ARCHITECTIENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 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 1" MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 518 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN/,INCH GYPSUM BOARD OR EQUIVALENT. mTEwm 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 El, THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 8. EXCAVATIONS TO BE A MINIMUM OF 3'- 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' TRAM 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- THEENGINEEREDWOODASSOCIATION: 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 . SQ, PLumm 11. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A" (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM %' PVC (SCHEDULE 40), INSULATED WITH %i 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 P3D05.2. 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. 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 Dfrll I F/100 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-C1063-19a & ASTM-C1787. 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-C1063 -19a AND R703.7. F1110 111INWANT CONFRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 112" GYPSUM BOARD. R302.7. EXIBIIORCIILA3 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) . CONSTRUCTION OBSERVATION SERVICES /CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AS DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION, E Te SOFFns 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, CONTROL DATE: 12/10/20 (RIM) 1441 N. RONALD REAGAN Bl LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com L AA #: 0003325 IN Ll I I ITJ fAMB707TT LOTARK 13 11 04181.000-13111 monzlz E401 "2828-ENSLEY" GARAGE awnvG: RIGHT PAGE: GENERAL NOTES 160 MPH E C r C COL. TOP PLATE 9 M BAR DETAIL A SCALE: V2'•I' HANDRAIL M 36' W/ 2X4 FM-W-OF S)4' T4a SD! MOM CuAw 4 HALED PER NALLM SCNEDILE SOMME 2" LIDom TO cm SV W*"' TAPCOM . W = MAX STAG419110 3)4' T46 6M PLOOR dump 4® WALLPCR — NAILM ScHmm M — seem " $TRW" ro SOLD NALLN9 W Dd HALLS To ME HALED RO PM MACKSD! WNW "STP w/bT D► • w' OL. MAX 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 SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A DIAMETER OF Ii'a 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 POUNDS APPLIED IN ANY DIRECTION AT THE TOP OF SUCH BARRIERS AT ANY LOCATION ON THE SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM STRESSES- PER SECTION 160-18.1 / F.B.C. 2020 HANDRAIL SECTION I% (W L:D i s ORRlN+OIEwTH tn4 I" mwawNa . EA PLOOR PRN7S(D PLANS MR (a) LAY M OP 3)4' MTWDM OR (a) LAYERS OP S)4' sue MOM MATBEAL RIM POR SOLID NALM yq WASe DATA. 011 1 TREADS. W �o SOMME TREADS TO w"mo R w (al • D' Sc161ue • EA STRIIam MEAD OP SU94400R ADMYIK FL-4" OR OMLAR . EA. wommaw1m. IMM (UONwADED SHAW TO TH=0MM CP TREAD) 2.2 snom R Gacm — — SEWS m" P.T. TD SV Dd MASS W-V OD. SLAT W (1) SSd CUT MAlawr HA.E.a STAIR SECTION (OAHWDR,. DETAIL d N. RONALD REAGAN BI LONG WOOD, FL 32750 PH: 407.774-6078 FAX: 407.774.4078 www.abdesigngroup.com AA B: 0003325 I MEN a lB�pFS S�p �i � yM52 Rpd 9 4 OXMDIV. S. LOT ABBOTT PARK LOT #13 BLK #11 [I-nojmcT# 04181.000-13111 MODRIA E401 "2828-ENSLEY" GARAGE SWING: RIGHT PAGE: FLOOR PLAN SECTIONS / DETAAS 1 . H C la DATE: o/ 10/ 1 SCALE: 1/4"=1'-0" SHEET A1A v FYPON 18'XS0' DECORATIVE1� 8HUTTER OR EQUIVALENT IT'-4' 2ND FLR, ERG HGT4—_— 1�11 IIII ■■ ■■ 1�11 IIII ■� ■■ m��Er 11 MINE IIIIImm Em Lm- EJ II II IIII IT'-4' 2ND FLR, BR's. THGTHG _— 9'-4 3/4' 211 FIN. FLR----� • ENTRY � I TYP. I I I I I I 24'-4' BLDG. HGT. 6' RAISED BAND (TYPJ ,SI1'-4' 2ND FLR --- BRG�THG FYPON 3' �I'-0' DECORATIVE DECORATIVE SHUTTER OR EQUIVALENT v 4' RAISED BAND (rYPa 6' RAISED ti BAND --- ---------- --- 2ND FINFLR 0 -0C LG HGT. OPT.COAGH LIGHT FRONT ELEVATION-G 1/4 • V-0 Tm<npw FINIS44 -A 4, - 0--�— ----------------_ 24'-4' SLOG. W.T. S REAR ELEVATION-G WALE: 1/4 • 1'-0' TE>CrUlw= FINISH ,SIT-4' 2ND FLR NET. -- 2N—$ D Flhl PLR AREA OF ATTIC = 165050. FT, NET FREE VENTILATION AREA REQUIRED = 113DO REMJIREDVENTILA71ON AREA = 1650/2100 = 5.50 VENTILATION AREAX SQ. INCHES PER FT. (144) = 792 SQ. IN. MIN. REQUIRED VENTILA11ON = .SX 792 IN UPPER PORTION OF ATTIC - 396 SQ. IN. OFF RIDGE VENTILATION AREA = 115 SQ, IN. PERVENT 396 /115 TOTAL# OF VENTS REQUIRED = 3.4434E TOTAL* OF VENTS PROVIDED - 4 'AREA OF ATTIC I S THE PERI MITER OF THE HOUSE, LESS THE OVERHANG (EXTERIOR OF WALLTO.EXTERIOR OF WALL, NO OVERHANGS INCLUDEDL_ Y2' THICK 2 COAT C01INT PLASTER APPLIED DRECTLY TO MASONRY—\ 4*x4' GALV. 'L'-TYPE FLASHNG SET M ROOFING CE'ENT FIEERGLASS 81490 S WAIJDLR.AYMVHT AS PER FSCR SOSJl ROOF SHFATHSb TFNGQE86 AS PER SF@T SNL SEWIED PER FASTENER 6040 LE F:.=11ID6^ OR ImQ SLOPE ELEVATION MM. TAB' OSS SHEATHING GLISM TO SE SEQJRED TO 2X6 MOMORIR6 W/ Sol MAILS 3'OL.•PE . It SRTSON LUD-26 WV (M IOd'► TO LEDGER AND (2) ISd4 TO 2.6 JOIST 4' 4 WITHIN S' OF EACH MAX. SET M SMPSOI I STP E IW N)Q OXT u' O.C. 4 SRTHN 6' Cr EACH 00 MAX. SET M SMPSON NIGH STIENGTH EXPDXT W MN EMBED. CHANNEL Pon SOFFIT OVERHANG DETAIL A SCALE: 1/2 • F-0' ENGINEERED WOOD TRUSSES • 24' Or SUBMIT SHOP DRNIS4GS SEALED SY PROFESSIONAL ENGINEER FOR REVIEW AND COMMENTS PLYWOOD SEATHMG SEE STRUCTURAL 2ND I -Lit 11501 H T. P R ELKYJ-- ROOFING AND PLASHING UY DRIP— —� �.Ro EDGe PER RHN7R wARRexrEE RREGRUIREPEMS WRAP FASCIA WITH BREAK PETAL_I'S'w bO, 2nS WOOD FASCIA SEE MASONRY 000 STRDGIURAL FOR FASTWOM V00M SOFFIT PER ATTIC CALC'S 14' THICK 2 COAT CEME4T PLASTER APPLIED DIREMY TO MASONRY RAISED TRIM PER ELEVATIONS 2ND FLR WNDCW PER PLAN B RIAKE SOFFIT DETAIL 1 I 2' I C BAND DTL. 1441 N. RONALD REAGAN BLVD, LONG WOOD, FL 32750 PH: 407-774.6078 FAX: 4OT-7744078 www.abdesigngroup.com AA #: 0003325 LO Q J At O 4 BVHDIV. rb Lolil ABBOTT PARK LOT #13 BLK #11 PROJMT# 04181.000-13111 MODELT E401 "2828-ENSLEY' GARAGE 8wn4G: RIGHT PAGE: FRONT & REAR ELEVATION "G" 160 PH EXP. C 18 DATE: 6/15/21 SCALE: 1/4'=1'-0' SHEET A3G ELECTRICAL LEGEND SYMBOL DEFINITION NOTES --e I26V OUTLET M AMP SOME PMN IIOV CUTLET IIOV OUTLET N OF Ounst "rap TO NMTCH GT9 IIM OUTLET 2MV OUTLET (4) MR COININCTM III Q!9 EW MATD!•ROOP OUTLET GROUP MILT NIDOURER 6MTTCH SUNTCH 3-UWY OFER W4 /WTCN 44UAY C"M .MOLL MOIMID LIMY CEILING LIGHT Q LED CLG LIGHT LED VAPOR OVp FROQ LMMR OVp VAPOR FROM LOW ORlmmoo CAN eVWT. PAN ION PER Am P. vlrt. PAN uML1OHr. I OM f9m SO. FT- V FOlIISEE TED (enoc's er 24RLD uNMAP ® L ARIOUD ! � AR71lD (SUIEACE MNTJ f' tiuoRdeort RJCIRICLM d 4' TRACK LOW 0 PAWL METER • SD. eMIOIQ Ormamm OTT. dfJ[.H1• uIG1MN®EEEt 1�-� 1 w I uYYL Howa D SPIOn DITEOTOR dius•-•• r- 114100oll11111M ® BMA CAN •'IOKE DETECTOR CQ� wNS' O*NC7m MALL NO A OWANC! OP NOT LW TIN 4' PROM MMANT LMNHT T}� MATIRAL bU OUTLET 7111.21%4 E JACK WATER HEATER DRCONFEcT mr���UM All CODTU - DRCONSTOT am AW jMDUON I Q TELEVISION JACK CSLM gm ploomm ACAC O O J-1m DMANCE W?DOX MO!® AS SUCH FOR blopucTION CELNS EOX REMM TO !! SIPlORi® N CEILIMi FA UGHT ACCOpANCE SM !OX VAIN= AS INCH FOR 24' LNNT STRIP �nnnna A6' NOAOHWIT LION i1RE• Dnnnnnnn M• WCANDIMPOINT LNHT STOP PLOOD LMSHT KP OPT. SEO3RITT' KSYPAD • PA PUN 44RITTLN FOR CHSES UM FORT • LOCATION OP TV JACKS M PHONE OUTLETS M INNS TO ME VERFED • MOT'EOGNER P E-CONSTIiCTION • ALL 20 AMP MR440H CIRCUITS TO EE AMC FAULT PROTECTED PER W0MICAL PROVISIONS CP MM TR1 EDITION r]e]e) N NEC 710J7 2e17 EDITICTI • Zm AMPDEDICATED LAUDRY CRCUIT. • GIN • INLAND (NOT CN Knr+M C"=rr) • DNHUASNER DNCONsWGT TO NNE LOCKOUT N PAEL • BATHROOM 0044I6T PAN TO HAVE MN, CAPACITY OF M OM NflIMRTENT PER ELECTRICAL PROVISIONS OP SECTION "Dou • LAHDRY ROOT RT.ClI•TACLE SHALL EE GROUND FAULT OIICAT-INTEdS!!'1!R PROTECTION FOR PERSO ON PENDMS • NON METALLC CABLE FER llEC11RICAJ. FROVNMONN OP FECR TTH !D ne7ez • ALL tlCllC TO COMPLY WTM R.CCi'RIUL PROVISION OF THE I! O 3BI 111 r22M • d lI !—A•IM WALL RE 6R! ICTED 6Y BUILDER AND 3n OF LMLTTNG MUST e! DJwwff 1lFltiafT 7TF! FOR 6TIGImm am TM EDITION 04041 OUTLET FOR VENT OR MICRO FIRST FLOOR ELECTRICAL PLAN 1/4' • 1'-m' METER FIELD VERIFY LOC. CH T I � LED LIGHTING C SINGLE LAV. OATH •2 PROVIDE PAIN Cu, THW . MI6 CU N x' COME " AL, T" . PIS Cu N 2. CONDUIT OR ve (CONDUIT TO TERNNATE ABOVE SOPRT • Or 150 AMP ELECTRICAL RISER NOT TO SCALE COMDNATION SERVICE DISCONNECT SWTCN AND me RO/24 GENERAL NOTES- M ELECTRIC METER IN I F A ELECTRICAL MATERIALS AND INSTALLATIONS SHALL NEMA 3R ENCLOSURE COFPLY W rH ELECTRICAL PROVISIONS OF THE PAM 111H Pr pDITION l7e70)"LOCAL CODES, AND ALL LOCAL FOYER COMPANY REGUSSII•BlTS. D. ALL CONDUCTORS SHALL DE TYPE THFN/TFMN WLEW NOTED OTFTMWSE. GRADE PROVIDE 50 AMP 0O/J40 VOLT, I PHASE SECONDAWr- ELECTRICAL SERVICE PROVIDE 3.1 COPPERlCU) N 141' DIA 604MULE SO PVC CONDUIT OR PROVIDE 3 2/0 ALU9NU1 (AL) N i" DIA SCHED" SO PVC CONDUIT UNLESS SERVICE IS PROVIDED DY THE ELECTRIC C"ANY. COORDNATE WTN THE ELECTRIC COFPAT' PIEOR TO DID. 3 TELEPHONE SERVICE CABLE RLEVINION swamcm SERVICE ENTRANCE m2mp'NNT EOIAI9'WT MTERSYST m acwm TERMNAL AT LOW VOLTAGE CON ECTION& 1 V CU SERVICE GROIN CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVSIONN OF THE EEOR 1TH @1L M" DIA X e PT LONG COPPER CLAD GRO13D ROD i44i N. RONALD REAGAN BLVD. LONG WOOD, FL 32760 PH: 407-774-6078 FAX: 407-7744078 wwm. bdesigngroup.com AA #: 0003326 C fgLTHDm & Lolcl BBOTT PARK LOT #13 BLK #11 PROJECT# 04181.000-13111 MODEIc E401 "2828-ENSLEY" GARAGE SITI G: RIGHT PAGE: FIRST FLOOR ELECTRICAL PLAN 160 H A C px�I1vT 6 15 21 DATE: / I SHEET E1 ELECTRICAL LEGEND SYMBOL DEFINITION NOTES —e Osv OUTLET So Apr shots POLE wov Ounsr nov OUTLW IO oP OIn,ET SSISN To sWIDN d N IIOv OUTLEt saulPSD uxtlerb PAW NNSWA R (TAMP[R IlSI6TINT TYPD 220V OUTLET (4) WIFE CO SCTM �I-di19 o L,li��� N'I�rTdROMD �T SWITCH SIISTCH S-IUAY Orm 6WITCN 4-WAY ORK IIWILFo LIW1((® CELNO LIGHT O LED "A LIGHT ©vp LID VAPOR room Larr @ vp VAPOR PROOF LION( @ Rlm"m GIN e~. PAN I OM FM SO. P(. RAN SYLIOIIT "low I CM PM S6 PT. PDf 10D (SPtcM T pT' 2-al" UASM ® AROUND (RECESSCD) ( MNTJ 2' PLC 4'RIGIWOIOT 8I rnuncLOW 0 PANEL MIETER e SD. OXINCTOS 6ATr. watx.u. ulLNseolusa own PRIM== MAW CARBON FONOXIM w co � OR" INS! A DRTA " OF NOT LRSS THN 4- FROM WA" POIDAW LW IT IJ� eAe NATURALOUTLET "MR IaATM DRCON OCT AIR eoNDITIO( DUCONiOT an "ON I-Q TST.evmlON.uoc LL IS. OTO J '-ppx M SUTORISD N M AS SUCHroiS TO"SUPPORTED N ClLLLJO PM4LIONt ACCOMAN= IW SOX MAR® AS SUCH FOR p�pp 24' 04CAN OGOORW LIGHT ~ anan�a %'WCANDISSOINT LOW STTtlr nnno 46, NGP LIONT STRIP FLOOD LION( an doomy NXYPAD HB PAL FlkN-IURON Am cHCIS US6 PORE • LOCATION OF TV JAC" A P 14" OURiTS A PANS TO DE vmtpmp • NOPEOU ER PRE-CON811llcT1ON MMETNO. • ALL 0 A 20 AMP ORANCH CIRCUITS To a ARc FAULT PRDTlc1ED PM ELEcm0c.41 PROVO" OF rem • 20 Al DEDICA LAUDR7 cssOlrt. MaL • M • ISLAND (NOT ON KITCR N CIRCUIT) • 010MU4SNlR DROONEOT TO SIE LOCKOUT N PANEL • C4TNROOM 06i"T PAN TO HAVIS MR CAPACITY OF Be CIM my"" m"r PER ELIECTRICA. PRO✓ISIONS OF SECTION M0drL3 J• TTN lDmOd tamami • LAL DRY ROO REC�TACI.E SH4LL !IE GROUP FAULT CSCVIT-NiRI%P,M PROTECTION FOR PERSONNIL • WRS4 MBTWOD� SWIALL W NOW METALLIC CAISLE PM MACTSomm. PRONSIONS OF Run TTH m tad)mi • ALL WORK TO COMPLY WIRI W&CI*CAL PRO✓ M NiS OP TIE Bo m TTH m [aa mi LAMM • WALLM TOLI OP LIOFRNO LM IINIRLOY I .BRIT 1YPE PI4L SECOND FLOOR ELECTRICAL PLAN SCALE: 1/4' • F-0' LED LIGHTING @ SINGLE LAV. BAT -3 LED LIGHTING @ DOUBLE LAV. ELATFI h 1441 N. RONALD REAGAN BL LONG WOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdesigngroup.com L AA B: 0003325 O C f9LTHDIv. se IAT: BBOTT PARK LOT #13 BLK #11 ROJNCT# 04181.000-13111 MODEIe E401 "2828—ENSLEY' GARAaIC 19l►IINO: RIGHT PCOND FLOOR ELECTRICAL PLAN i6 MPH FvV. C FIRST FLOOR PLUMBING PLAN sc E: 1/ " P-0 PLUMBING RISER DIAGRAM 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.com AA#: 0003325 g� QO 6 RUBDIV. & I,OT ABBOTT PARK LOT #13 BLK #11 PROJECT# 04181.000-13111 MODZU E401 "2828-ENSLEY' GARAGE 9MING: RIGHT PAGE: PLUMBING PLAN 160 H EIAV 8 naTE 6/15/21 scALE: 1/4"=1'-0" SHEET P1 4 ,, 2X4 TOP PLATE rF1'WUSS V2' CL& BOARD to, OftyuIALL SECURE ST. 2X4 WOOD PLATE TO SLAB STUDS 024' W/ We MASONRY or_ NAIL • s2. OL. MAX SLAB NOTE: STUDS IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHEN SPACED NOT MORE THAN 16' O.C. OR NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' O.G- FIN. FLR T � ' S TYP. INT. WALL (NON—BRG.) D1 SCALE, 9/4'.P-0' FIRE -4 ASS SHINGLES WITH UNDERLAYMENT AS PER PBCR 905.11. ROOF SHEATHING THICKNESS AS PER SHEET SNL SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT I/2' THICK 2 COAT PORTLAND-1-- CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR_ 9/S' GYPSUM Be OR 1/2' HIGH STRENGTH CLG. BOARD S' DIA. SLEEVE, DO NOT CUT BOND BEAM - SOLID GROUT W/ (1)- 5 (2) COURSE DO NOT CUT THE BOND BEAM RE5AR5 2A PIPE THROUGH BOND BEAM 21 SCALE.3/4'•I'-O' SEE ENERGY CODE FORMS R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS STRUCTURAL Ix2 P.T. FURRNG— STRIPS • 24' OG. &' CMU 1/2' GYP. WL. BD. - WOOD BASE — a. .a 4: n W/ WINDOW OPENING MAL MN"•YLN j•c. 2B GAS LINE THRU BLACK ee .r r FIBERGLAS& SHINGLES WITH UNDERLAYMENT FIBERGLASS SHNGLEB AB PER FOCR 90 $ LL WITH UNDERLAYMENT ROOF SHEATHING AS PER FBCR 90b.1.L 7HIGS E AB PER ROOF BREATHING U SHEET 8NL SECURED PER THICIGE88 AS PER FASTENER SCHEDULE SWEET SNL SECURED PER FASTENER 804EDULE MTL. DRIP EDGE 9' 2x FASCIA PER MA7 —REFERENCE ELEVATIONS O•W STRUCTURAL VENTED SOFFIT PR=-ENds TRUSS WALL SHEATHING THICKNESS AS PER SHEET SNI. SECUREER P MTL. DRIP EDGE FASTENER SCHEDULE 2x FASCIA PER ON SHEET SIMI ELEVATION& PRE-ENG. LADLE TRU88 VENTED SOFFIT WEEP SCREED 2x P.T. SECURED PER / STRICTURAL DETAILS 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-C' FN. FLR ROOF SHEATHING THICKNESS IS a' ENGINEERED PER ASCE 1-16 IN ACCORDANCE WITH F5CR 2020 ITH EDITION, SECTION R301.13 AND 16099.1. B TYP. WALL SECTION NO OPENING NOTE: METHOD TBE USED FOR THE (2)1—STORY HIP BLOCK WALL INSTALLATION OF ROOF D1 SALE' 5/4''I'-V UNDERLAYMENT IN ACCORDANCE WITH FSCR 905.1.1.1 OF THE FECR 2020 1TH EDITION IS 44 WHICH USES (2) TWO LAYERS OF ASTM D226 TYPE II OR ASTM 049169 TYPE III OR TYPE IV UNDERLAYMENT. 1,2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY �o -v �orwsew came wY MAP. MY 01NM 3 GARAGE DOOR JAMBS D 1 SCALE: 1 1/2' • 1' -0' 1_2X4 &PP 24' O.C. MAX.— SECURE W/ (2)12d NAILS • EA END 2x BLOCKING BETWEEN TRUSSES —PER STRUCTURAL DETAILS— STIFFBACK AT ALL UPRIGH' PER STRUCTURAL DETAILS PRE-ENG LLD. TRUSS STRUCTURAL 2x RAT RUN SECURED FER� STRUCTURAL DETAILS J SEE ENERGY CODE FORMS FOR NSULATION R-VALUES PER ELEVATION \ 5/e' GYPSUM BOARD OR 1/2' 14614 STRENGTH C.L.G. BOARD R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS IREFERENCE STRUCTURAL Ix2 P.T. FURRNG STRIPS • 24' OG. 1/2' GYP. WL. BD. WOOD BASE FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 90b.U. ROOF SHEATHING THICKNESS AS PER SHEET SNL SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATION& VENTED SOFFIT THICXM86 AS PER 8-EET SNI. SECURE PER FASTENER SC44EDULE ON SHEET SNI. PRE-ENG. CsABLE TRISB WEEP SCREED 2x P.T. SECURED PER 8TRIICTURAL DETAILS IN FLR _ 0'-0' FIN. FLR B a•• a. `' ROOF SHEATHING THICKNESS IS A. ENGINEERED PER ASCE -1-16 IN ° ACCORDANCE WITH FBCR 2020 ' °•' 4• 1TH EDITION, SECTION R301.13 AND 1609.5.1. W/ WINDOW OPENING B TYP. WALL SECTION NO OPENING NOTE: METHOD TO BE USED FOR THE `1—STORY GABLE BLOCK WALL —STORY GABLE BLOCK WALL INSTALLATION OF ROOF 5 SCALE, s/4'.I'-o' UNDERLAYMENT IN ACCORDANCE WITH FBGR 905.1.1.1 OF THE F5CR 2020 ITH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM 0226 TYPE II OR ASTM 04869 TYPE III OR TYPE IV UNDERLAYMENT. 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32760 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 eo Q rQ $ a �5� BUBDIV. A&C I107: ABBOTT PARK LOT #13 BLK #11 PROJECT* 04181.000-13111 MODEULa E401 "2828-ENSLEY' GARAGE BITI TG: RIGHT PAGE: DETAILS V16A MPH alc 18 DATE: 6/15/21 SCALE: 1/4"=1'—Q" SHEET D1 FIBERGLASS SHINGLES FIBERGLASS SHINGLES WITH UNDERLAYMENT WITH UNDERLAYMENT AS PER FBCR 908.LL AS PER POOR 908.LL ROOF SHEATHING ROOF SFEATWING THICKNESS AS PER THICKNE86 AS PER SHEET SNI. SECURED SHEET SNI. SECURED PER FASTENER PER FASTENER SCHEDULE SCHEDULE F'RE-ENG WD. �ER PRE-ENG WD. TRU88-- 24' O.C. MAXLEV� 24' O.C. MAX. METAL DRIP EDGE' METAL DRIP EDGE BATT INSULATION 2x FASCIA PER REFER TO ENERGY CALGB FOR VALUES ELEVATIONS m VENTED o.H. S/&' GYPSUM BOARD 2x FASCIA PER—/ ELEVATION& SOFFIT TYP. OR V2' HIGH STRENGTH C.L.G. BOARD QED—/ REFERENCE STRUCTURAL W FIRE -&TOP SOFFIT -4.1 IN&UL. REFERENCE STRUCTURAL lu lu WINDOW ATTACHMENT AS PER MANUFACTURES i SPECIFICATIONS 3/4' T 4 G SUBFLOOR 1/2' THICK 2 COAT E GLUED AND NAILED I/2 THICK 2 GOAT AS PER NAILING PORTLAND GEMENi SC 4EDULE PORTLAND CEMENT PLASTER APPLIED m PLASTER APPLIED DIRECTLY TO w DIRECTLY TO MASONRY m MASONRY R Da FIRE -STOP VATION DC2 FIRE -STOP SEE STRUCTURAL SEE STRUCTURAL R VA ION 5/8' GYPSUM BOARD OR 1/2' HIG44 STRENGTH CL& BOARD ER IfMLEVATION Df1 FIRE -STOP 1X2 FIRE -STOP R-4.I INSUL. J W WINDOW ATTAGWMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL 1/2' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY ` 1/2' THICK 2 COAT PORTLAND CEMENT Ix2 P.T. FURRNG PLASTER APPLIED STRIPS • 24' O.C. DIRECTLY TO a, cm MASONRY 1/2' GYP. ILL. BD. �H —WOOD BABE IX2 FIRE -STOP W FIRE -STOP O.H. 9 Q w w lZ' Q w w E BATT INSULATION REFER TO ENERGY CALCS FOR VALUES S/S' GYP&IM BOARD OR IF!' WiGN STRENGTH CLG. BOARD Ix2 FIRE -STOP R-4.1 INSUL 3/4' T 4 G SUBFLOOR GLUED AND NAILED AS PER NAILING SCHEDULE LEVA ON fA�PlsR LEVATION 5/8' GYPSUM BOARD OR IR' HIGH STRENGTH C-& BOARD Ix2 P.T. FURRING STRIPS • 24' O.G. B' cm 1/2' GYP. WL. BD. WOOD BASE n n n. a: n W/ WINDOW OPENING �, WITHOUT WINDOW OPENING 2-STORY FIRST FLOOR BLOCK SECOND FLOOR BLOCK SCALE, 3/4'•1'-O' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA R: 0003325 Q BUBDrv. at LOT: ABBOTT PARK LOT #13 BLK #11 PROJECT* 04181.000-13111 moaEL: E401 "2828-ENSLEY" GARAGE 8V/ING: RIGHT PAGE: DETAILS 160 MPH ft. I Im Do P.T. • CENTER OF DOOR HEADER SECURED UV (1)14' X V J-MOLT IW W MN EMBEDMET UV 2' X 2' X 1/V WASHER 1 NUT OR UV (2) V2' X V ANCHOR DOLTS W 4' MN EMBEDMENT W/ 2' X 2' X VV WASHER ♦ WrT A a9E' - LJr_- 9--09--=61 MI TO MILK WILW TAFr," 1 VZ' EMBED. 0' OG- 4' END DIET, 1 V2' EDGE DIET. DOLTS. W/ 4' MN EMBEDMENT, W/ 2' X 2' X I/6• WASHER 4 NUT. (1) WITHIN a. OP TOP. (0 WITHIN V OF THE 61T1. ® (S)EVENLY SPACED. ®l i®r NOTES, ALL ANCHOR& SHALL W N ACCORDANCE TO MMIFAGTUM" INSTALLATION MIFA TIONO WIRE SUCFI N6TtaICTIONe ARE MORE 67RN60T GARAGE DOOR BUCK ATTACHMENT m'. &' CHU to' DRYWALL 1K4 P.T. OR 9/4'X4' MN SECURE THRU FRAME 4 ❑ PX4' EXTEND I-V4' INTOP.T. NAILER BLOCK W/ 3/1S' TAFCONS DOOR CASING MN SHARK SIZE J4& MN HEAD SIZE 900 MN EMBEDMENT 1-V4' WITHIN V OF EACH END CK DOJAMB OR WINDOW 1 W Or -MAX SPACING ATTACH TO 2X PER MANUFACMMS DETAILS. NOTE, 6HM AS NEEDED TO PL UMM, JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLOCK +3/4" OR +5/4" (D L► TO BLACK +3/4" OR +5/4" 2X4. m SECURE TO BLOCK W 3/16' TAPCOHM MN SHANK SIZE J45 MN MEAD SIZE 300 MN E ISEDMEJT 1 V4') WITHIN V OF EACH END 4 W OG MAX 6PACNG. 2X6, m SECURE TO BLOCK W((2) 8/*' TAPCONS MN SWANK 812E J4S MN HEAD SIZE 300 MN EMBEDMENT I V4') &• CMU WITHIN S' OF EACH END 1 IS, oL. MAX 6PACN& IW ORTWALL 2XS, m I'X4• SECURE TO BLOCK P.T. NAILER WW2) 3/16' TAPCON6 MN am" 61211.145 DOOR CASING MN MEAD SIZE 2-100 MN E'BE71'!NT 1 V49 WITHIN 6' OF EACH END 418, OG MAX DOOR JAMB OR WINDOW ATTACH TO 2X PER MAMrAGT IRM DETAILS. NOTE, SHIM AS NEEDED TO FW15 JAMB (DO NOT EXCEED V4•) DOOR JAMB TO BLOCK +1 1►DdDO1/2" a�1TO BLOCK 1/2" 2X4. 101 SECURE TO CLOCK Wl 3VI6' TAPCONb MN SWANK &I= JO MN HEAD SIZE JOo MN EMDEDI'@fT 1 V49 WITHIN V OF EACH END 4 16' O.C. MAX SPACING. 2X6. SECURE TO BLOCK WK2) 3A6' TAPCONS MN SWANK SIZE .MS MN HEAD 6122 300 MN EMBEDMENT 1 V4') WTHN S' OP EACH END V CMU I m' OG MAX SPACING. V2' DRYWALL 2XS BECJSRE TO BLOCK MA4' WW2) 30V TAPCONS P.T. NAILER MN SHA4C SIZE AD T/I6. OAD. X 4' MN MN HEAD SIZE 3" MN EMBEDMENT I V4•) DOOR CA&M WITHIN V OF EACH END 4 O' OG MAX SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER MAWJVACTRES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (00 NOT EXCEED V4•) DOOR JAMB TO BLOCK +1 15/18" nLfIND011 TO BLOCK +1 15/18" 2X4. m SECURE TO BLOCK W' 3A6' TAPCONS MN SHANK 612E 30 MN HEAD SIZE 300 MN EMBEDMENT I VW) WTHN V OP EACH END 4 W OG MAX 6PACING. NOTE, STIR UCTRAL 2X MUST BE 2X6, ® ON OUTSIDE / 6ECRED SECURE TO BLOCK TWIROUGH NON-6TIN)CT)RA. WK2) NUS* TAPCON& WId,' TAPCON MN I-V4' (MN SHANK 612E J48 FJ"BE! mow INTO BLOCK MN HEAD 612E 300 MN EMBEDMENT 1 V41) WITHIN V OF F..ACN END V CM 4 WOG MAX 6PACN& W DRYWALL 2X6, m ❑ SECURE TO OLD= I, , WW2) 306' TAPCONG P.T. NAILER MN SHANK SIZE .N& DOOR CASING MN HEAD 812E 3" MN EMBEDMENT 1 1/4') WITHIN V OF EACH ED 1 r• OG MAX &PACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANFACTUREB DETAILS. NOTE, SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V49 DOOR JAMB TO BLOCK +2 1/4" ��01FQBLOCK +2 1/4+2 1/4" 2X4. m SECURE TO BLACK Unit' TAFCONS MN SHANK &12E .146 MN HEAD $IZE 300 MN EMBEDMENT I V49 WITHIN V OF EACH END 4 18' Or- MAX SPACING. 2).6. SECURE TO BLOCK WW2) SAS' TAPCON6 MN SHANK SIZE 145 MN HEAD 812E SW MN EMBEDMENT 1 V4') WTHN V OF EACH END V CMA! N WOG MAX SPACN& V2' DItTW4LL 2X& m ❑ SECURE TO BLOCK PX4' WW2) 3116' TAPCONS P.T. NAILER MN SWANK SIZE .146 DOOR CASING MN HEAD SIZE 300 MN EMBEDMENT 1 V49 WITHIN V OF EACH END 4 W OG MAX 6PACN& DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED VW) DOOR JAMB TO BLOCK +3" /mllmmanni _Tn Trnrrr +s" 2X4, = SECURE TO BLOCK W/ SIN,' TAPCON6 MN SHANK 612E .Ib MN HEAD SIZE 300 MN EMBEDMENT 1 VW) WM41N V OF EACH END 4 WOG MAX 6PACN& NOTE, STRUCTURAL 2X MUST BE 2X6, ® ON OUTSIDE 4 SECURED SECURE TO BLOCK TMROUSH NON-STRUCTURAL WN2) 3/W TAPCONB 3/16' TAPCON MN I-V4' MN SHANK 612E .H& EMBEDMENT INTO BLOCK MN NEAP SIZE 30D MN EMBEDMENT I V4') S. CMJ WITHN V OF EACH END 4 W OG MAX 6PACNG. W' DRYWALL 2X& m 1714• SECURE TO BLOCK P.T. NAILER WK2) W*' TAPCON6 DOOR CASWA MN SHANK SIZE.INS MN HEAD SIZE 3" MN EMBEDMENT 1 1/4') WITHN V OF EACH END MEMBER WW21Gd WTHIIN S :10 2X SECURE TO STRUCTURAL ' OF EACH END 1 W TO V Or- MAX 2X4. _ SECURE TO BLOCK UV V4' TAP C4" MN 6144MK SIZE 10 MN HEAD SIZE J00 MN EMBEDMENT 1 1614') WITHIN V OF EACH END / IS' OG MAX SPACN& 2X6. m SECURE TO BLOCK WK2) V4' TAPC," MN SHANK SIZE .WS MN HEAD SIZE 300 MN MIMEDMI94T 1 V4•) WITHIN S' OF EACH END 1 N' OG MAX SPACING. 2XS. m SECURE TO BLOCK WK2) V4' TAPCONS MN SWANK SIZE JO MN HEAD 61ZE 300 MN EMBEDMENT 1 1/41) WITHIN S' OF EACH END / m' O.C. MAX SPACING V CMU ❑ VV DRYWALL 1'X4' P.T. NAILER 1A6' OAS, X W MN DOOR CASNG DOOR JAMB OR WINDOW ATTACH TO 2X PER MANIFACIIRES DETAILS. NOTE, SHIM AS HEEDED TO PULSE JAMB (00 NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3 7/16- r,NWMD0W TO BLOCK 2X4, m SECURE TO BLOCK W/ VW TAPCONS MN SHANK SIZE J45 MN HEAD SIZE 300 MN EMBEDMENT I VW) WTHN S' OF EACH ETD 4 IS' OG MAX SPACING. 2X6, SECURE TO BLOCK WW2) V4' TAPCON& MN SWANK 612E .145 MN HEAD SIZE 300 MN EIFJBDMBNT 1 V49 WITHIN V OF EACH END 1 W OG MAX SPACING. 2X& SECURE TO BLOCK WW2) V4• TAPCON6 MN SMMK SIZE .HS MN HEAD SIZE 2300 MN EMBEDMENT 11/49 UTHN V OF EACH END 1 O' OG MAX SPACNG. NOTE. STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED TNRCUGM NON-STRU07 RAL SAS' TAPCON MN 1-114' EMBEDMENT INTO BLOCK L�1 S. cm V2' DRYWALL ❑ 1914' RT. NAILER (� PP.T.X4'MN DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANFACTURES DETAILS. NOTE, SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V49 DOOR JAMB TO BLACK +3 3/4" ��1/ TO BLACK +3 3/4TO BLACK +3 3/4" n 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.8078 FAX: 407-774�078 www.abdesi;ngroup.com AA 0: 0003325 J ROME Q iQ5 RUDDrv. de LOT: ABBOTT PARK LOT #13 BLK #11 PROJECT# 04181.000-13111 MODEL; E401 "2828-ENSLEY°' GARAGE OWING: RIGHT PAGE: DETAILS 160 MPH M. C 8 6/16/21 S d; LE: 1/4"=1'—O" SHEET D3 PRODUCT APPROVAL LISTING SHINGLE (STANDARD) FL0 MANUFACTURER CATEGORY DESCRIPTION CODE VERSION EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/Z021 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1Z/31/2021 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 10456.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10447.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/32/2021 10441.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/22/2023 11496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 11496.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 21495.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/22/2023 13904.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 30531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 10531.16 SIMPSON STRUCT. COMP. WOODCONNECTORS 2020 FBCR 12/23/2023 10531.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2020 FBCR 12/31/2023 32502.1 PLY GEM PANEL WALLS SOFFIT 2020 FBCR 12/31/2023 16503.1 KAYCAN LTD. PANEL WALLS EXT. SOFFITS 2020 FBCR 12/31/2023 12019.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2020 FBCR 3/2/2030 18644.2 MI WINDOWS & DOORS FIXED GLASS - 2020 FBCR 11/18/2022 17676.10 MI WINDOWS & DOORS SINGLE HUNG - 2020 FBCR 8/2B/2022 15332.9 MI WINDOWS & DOORS SLIDING GLASS DOOR - 2020 FBCR 12/31/2024 15353.3 MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS 2020 FBCR 12/31/2024 IS353.4 MI WINDOWS & DOORS WINDOWS VERTICAL MULLIONS 2020 FBCR 12/31/2024 17869.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2020 FBCR 12/31/2021 5678-115 CLOPAY BLDG. PRODUCT CO. EXT.DOORS SECTIONAL 2020 FBCR 12/31/2038 15279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR S/21/2028 15279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 23955.1 THERMA-TRU EXT. DOORS 6'-8" EXTERIOR DOOR 2020 FBCR 12/31/2021 23955.4 THERMA-TRU EXT. DOORS 8'-0" EXTERIOR DOOR 2020 FBCR 12/31/Z021 239S6.2 THERMA-TRU EXT. DOORS 6'-8" SWINGING EXT. DOOR W/SIDEUTE 2020 FBCR 12/31/2021 239S6.5 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR W/SIDEUTE 2020 FBCR 12/32/2021 23956.4 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR 2020 FBCR 12/31/2021 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2020 FBCR 1Z/31/2024 SS216.1 OWENS CORNING - RHINO U20 ROOFING UNDERLAYMENT 2020 FBCR 12/31/2023 3792.2 LOMANCO, INC. ROOFING ROOF VENTS 2020 FBCR 8/17/2021 10477.1 JAMES HARDIE BOARD ARTISAN 2020 FBCR 12/31/2023 13192.2 JAMES HARDIE BOARD PLANK 2020 FBCR 12/31/2023 13223.2 JAMES HARDIE BOARD PANEL 2020 FBCR 12/31/2023 19901.1 JAMES HARDIE BOARD REVEAL 2020 FBCR 12/31/2023 13265.1 JAMES HARDIE BOARD SOFFIT 2020 FBCR 12/31/2023 30310.1 IKO SHINGLES 30 YEAR 2020 FBCR 12/31/2024 158.1 CASTCRETE STRUCTURAL LINTELS 2020 FBCR 5/21/2022 FL 3S272.1 ALSIDE'ZT' VINYL SOFFIT SOFFIT 2020 FBCR 12/31/2023 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2020 (7M EDITION) BUILDING CODE INFORMATION SYSTEM W W W.FLORIDABUILDING.ORG CONTROL DATE: 05/05/2021 1441 N. RONALD REAGAN BI LONG WOOD, FL 32750 PH: 407.774.6078 FAX: 407-774.4078 www.abdesigngroup.eom AA k: 0003325 r Q b 4 mmm >sxT=xv. a wln ABBOTT PARK LOT #13 BLK #11 P1EoJnCT# 04181.000-13111 Moazu E401 "2828-ENSLEY" GARAGE! swards RIGHT PAGO PRODUCT APPROVAL LISTIN 18 H PREPOIR'ED CONTROL JOINT FLA= OF CONTROL JOINTS Td DE WIRED TIED TO LATH • a - QC, MAX (Vill NOTE, DO NOT FASTEN CONTROL JOINT TO UALL EVEN IF STIR EXISTS MYOND EXCEPT STAPLES UY 11l' LEG MAY OE USED TO Te la. SECURE CONTROL JOINT OURINS INSTALLATION —, PASTRI ERS TO M SPACED • T' Of— MAX VERTICALLY P S COAT CW N NT Um LAYER 2, PORTIPIBCR OULPM PAPER APPROVED METAL LATH PASTED n' MIRTJ OC. MAX AT S VPORTS UM LAYER'L STUCCO WRAP WOOD SHEATHING FAF MIEM LATH SHALL BE CONTINUOUS TFIYOUGM JOINTS OUT x STOP"D TIED AT EACH SIDE PROVIDE 2X4 OLOCKNG PER ASTM CW63 PLACED PLAT MAX. r' TO W' PROM CONTROL JOINT UNEN COTIEL \ CONTROL JOINT PALLS ON L PASTEMM POR LATH TO M NAILS Oil i BTRUC'NRAL WttID STAPLEES, N COMPLIANCE UY ABTM CIOSD r 2. UM TES TO BE (NO. W 040415' URM A BLOCKING SHOUN MAY BE IN ADDITION N TO UNLL STUDS REMOVED MR FLAN O"M" TYPE CONTROL JOINT OL 110LD 14U4O • Pt. A OI FOLD 1Nue(p R.A L CItAeS•n.s a CONLAW • M. C OL VELD 14AM • Fr. A X CIwAM • far. 0 �al.o • ® 1-arM10•PT.A i C1sw•rt. J• CPMAM • �. C 4.ICLD P(. C 0W1e Pt. S TILL M. C TOMES SCTTOM R.*= r r� r 0 .OITOPI "LM10' wne, art MAL HELD, m Im ON. APPRO IRD BUILDING WRAP MNN olnrraoi no "d Lq CD TO PA INS PIF@) WIRE t0 PRISING SHALL ON LAPPW A MNR9M OF r' • VERTICAL LAPS (ROLL WRO LATER -I. ONDW) 4 r' • HORIZONTAL LAPS. ALL SEAMS NEED TO BE TAPED LATH VERTICAL LAP TO BE 1' 87UCC0 WR4P WITH PCRTIBER SHEATHING TAPE WRB LATER 2, MMNMBOI / \ BUILONG PAPER / \ METAL LAIN rStr' SELP-ADFIERNG MEMERAM / \ }LASHING OVER 4St4' SELF -ADHERING HVISRAIIE / I' MK LAP • PETAL LATE \ PLASHING OVER APPROVED HOUSE WRAP. PLASNNR TO EXTIE NO ONTO PIPE ( 4 A4' WOLF-AAiERN* MB'ORAIC X--)C X _ �— _ _ — —I I !LASHING OVER APPROVED HOUSE NUAPM. E R. A&HG rO XIINIPE D ONTO P FETAL LATH Um LAYER LAYER % I U EI 1, THIM 3, COAT C'ONT %' COAT. OEM of SEALANT STUCCO WRAP I PLASTER INSTALL APPROVED HOUSII~ AM FETAL LATN NFU.T"TION BARTER OVER ELM ONLY / URIS AYM -2. FOR IPIOM SHEATHNG URIO LATER 2, RCRTR'IOCR \ t ELASTOMERIC COATING OVER STUCCO) 01,111.01142 PAPER / I WIND LAYER 4, C.V.KNISH (SIZE 71T WALL SECTION) i STUCCO URRN• WOOD SHEAtNING o SECTIONSO Exterior We portlend cement plselet W hall comply ith the application requlremeras of ASTM C 92518b. rM LNH LAP.(, 4 paIM Imtallation of mderior Iathma and fremirg ALL L.dP Mall comply with ASTM C 1063�19.. 2 SCALE, I VJ'•1'-0' a ASTM 17W. R�IA `alowTA�iml't�O1RaSawA. IWLL NIaMlCI10/I ® KICKOUT DETAIL N9 TEL SIDE LAPS OF METAL PLASIM OASES SHALL DE SECURED TO PRAMING FEM' l THEY SHALL OE TED saium avalso" WITH ®AG4'18-N (121-FM) WIRE AT INTERVALS NOT MORE THAN S' (229-MN. AS FOR ASIT1 CMrA FOR PAR OP TEARS IN UM LAYERS, TEARS MAY OE FATCIED UUHOUSE WRAP TAPE PER MANF. SPEG opt PEII. NWTCK w000 STUDS OW-AI14NG �LDNS PAPER Y nN LAP STUCCO HORIZONTAL p f LM :1 LATH & PAPER DETAIL APPRDVEO NOW 1~. R_A—•n'."'� TO EXIEPb ONTO PMPE 1' opt LEST PIPE—� cut AND OVERLAP OPE WIDE OF---/ SELF-AOMERM MEMBISNNE PLASHING STEP 01 WOOD SHEATHING OR CMU WRB LAYER 01, STUCCO WRAP (FRAME ONLY) J' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CM) METAL LATH (FRAME ONLY) LAP WRB 4 TAPE OVER ROOF/WALL SCREED z S'XS' 'L' TYPE CONTINUOUS F z GALV. METAL FLASHING 7 (NAIL TO ROOF DECK, NOT WALL SHEATHINCs) <+ CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.T.S. PIPE N.T.S. r• 1 "10 A��!' I DRAINAGE PLANE (WRB LAYER '01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER------- — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 7111611 ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R-103.11 / ASTM C-84-1-14a, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX:407.774-4078 www.a bdesigngroup.t:om AA #: 0003325 J QLl �as4�4 EREERN sysasv. as L0T2 ABBOTT PARK LOT #13 BLK #11 P1nOJmC'i'/i 04181.000-13111 MOamZA E401 "2828—ENSLEY" GA 1 AGm SWINM RIGHT PAGms WALL ASSEMBLY DETAILS 160 MPH 8 DACE: 6/15/21 SCALE: 1/4"=1'-0" SHEET WA1 INSTALL 6' SELF-ADHERNG FEhIBRANE FLASHING OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. FLASHMG TO DE: )C: L BOTTOM, 2. SIDES. 3. TOP VENT CAP IS TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE TOOLED SO AS TO DEFLECT WATER AWAY FROM JOINTS. ,X E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS ' .: APPLY SEALANT AT PERIMETER OF BACKER ROD NON -MOVABLE FRAME AND STUCCO Y: CAULKING 6 JOINT MALL�SI�opB, I I I PER SECTION 6tlrlor IatllYla and alaS111fq I I Exterior use of portland cement plaster BACKER ROD shall comply with the application requirements of ASTM C 926-18b. 1 Y Installation of exterior lathing and framing shall comply with ASTM C 1063-19a, 1 7IC or ASTM 1787. WPM LAYER 01, ,fit STUCCO WRAP WOODED VENT I' THICK, 3 COAT CEMENT PLASTER METAL LATH W RB LAYER 4, FORTIFIBER BUILDING PAPER WOOD SHEATHING DRYER VENT (FRAME) WOOD SHEATHING WFB LAYER 9, STUCCO WRAP UJRB LAYER 4, FORTIFIBER BUILDING PAPER WOOD — 0"71ICTION METAL LATH S• CMU VINYL CASING DEAD 6' RAISED BAND 6' WIDE STRIP SELF API-MVE PLASHa1C°, CLEAN MASONRY BEFORE APPLYING Z FLASHIG STONE VO4MM OVER SCRATCH COAT (� HORIZONTAL WEEP SCREED j W/STONE VENEER (FRAME TO BLOCK LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER - - - - - - - - BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 111ro' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING - — — — - NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-14a, MIN. 2.B LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) ELEC. METEI VERIFY LC FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES FLASHMG UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT O TOP 1 SIDES 6B DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE 6' SELF ADHESIVE — FLASNING (INSTALL PER MANUR SPECS.) BUILDING PAPE' UNDER *QUICK FLASI LOOP CONSTRUCTION WOOD SHEATHING WRB LAYER Of, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER -j' THICK 3 COAT CEMENT PLASTER 7s'TO V MID -WALL U�EP SCREED �I ... FRAMED WALL HORIZONTAL WEEP SCREED (FRAME TO FRAME) _-_( A VENT PENETRATION SCALE: N.TA. NIiGN I V FG�.CI V G STUCCO SCRATCH COAT i 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION ELEC. METER FIELD VERIFY LOCATION 4PPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM I- A — — 7R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES 'O SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION WOOD SHEATHING am LAYER ", STUCCO WRAP UIRB LAYER 42, FORTIFIBER BUILDING PAPER METAL LATH FASTEN TO WOOD STRUCTURAL roimER • T' CC. MAX K' Two E uYLLX— r12 10 t ® HORIZONTAL WEEP SCREED (FRAME TO BLOCK) S. LAYER 01 CUT OPENING IN gSTTUCCO WRAF' APPROVED HOUSEWRAP FOR BOX INSTALLATION CUT 'A' INTO { W� LAYER "I SELF- RING ADHE STUCCO WRAP MEMBRANE FLASHING .. APPLY SELF -ADHERING WOOD SHEATNINCs MEMBRANE FLASHING OVER BOX AND OVER ............ APPROVED WRB LAYER M STEP 1*1 STEP 02 APPROVED HOUSEWRAP BELOW WRB LAYER 01 STUCCO WRAP CUT SUCH THAT 9 APPLY 60 MIN SELF -ADHERING NO MEMBRANE _ GRADE 'D' FELT MEMBRANE FLASHING ENTER8 BOXOVER APPLY TO FADE SELF -ADHERING EDGE FLASHING OVER APROVED HOUSEWRAP WRB LAYER 02, FORTFIBER BUILDING PAPER STEP #3 STEP #4 ELASTOMERIC COATING OVER STUCCO/ C.V. FMISH APPLY E-Z BEAD - (SEE TYPICAL WALL OVER 60 MIN ,° SECTION) GRADE 'D' METAL LATH FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS STEP S STEP #(o n9 ELECTRICAL RECEPTACLE 1"I N. RONALD RFAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407.7744078 www.a bdeslgngroup.com AA#: 0003326 8 a r�a Q svusv a r oa4 ABBOTT PARK LOT #13 BLK #11 PRO.) DOTS► 04181.000-13111 aroa� E401 2828 ENSLEY GwienG>o swINM RIGHT PAGM WALL ASSEMBLY DETAILS 160 H E 1$ SCALE: 1 /4-=1.-0" dV A2 ext WOOD FR WOOD SHEATHING WRB LAYER 1, SUB -FLOOR DECKW3 STUCCO WRAP WOOD WRB LAYER n, FORTIFIBER PRE-BNG9 TR166 - 0"TRUCTION BUILDING PAPER V; HAT CHANNEL i' THICK, 3 COAT CEMENT DAPoiI R 27i' TYPE 'X' DRYWALLPLASTER SEATIER RESIST" _ b' BAH. TOP OF WEEP SCREED �I10t of - TO SHEATHING BEHIND WEEP SCREED �0'T �'"�`r RIES `(1 yr WOOD SHEATHING `� W POSITIVE DRAM I.L"46trBe3 METAL LATH � WEEP S('REED WOOD SHEATHING WRB LAYER 1, STUCCO WRAP J i' THICK 3 COAT CEMENT ' �` Y; GAP FOR BACKER , PLASTER • - �` 6' SELF-ADHEREMG ` EXTERIOR GRADE DRY WALL ROD A AL aM66-wRue-TSm eu6raM ea , WRAPPED F TOP OAAWMF WEEP SCREED a• POSITIVE DwaM i' THICK 3 COAT C�JT VINYL CASING BEAD — TO SHEATHING BELOW wE� eoo�eMAS� WATER F40ADMNS lots WRS LAYER 1, NO GAP M FIELD — LAYER (2 LAYER PEEL\ STUCCO WRAP ( HOM FOR CLARPICATION OF E STI= SEPARATE ACCESSOREG ONLY) WRB LAYER n, FORTIFIBER BUILDING PAPER I b •r..'...y.•:�:: t C 1 'ti`':.: •..'st I 6' SELF-ADHEREING I� �,. WRB LAYER 1, /Tx FLASHING WRAPPED —". I • CORNER OF CANTILEVER I J24 NO GAP IN FIELD —/ (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CASING BEAD l0A DTL.® CANT. SCALE: 1 VV-P-0' NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-641-14a, MIN. 2.5 L56. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WOOD CONSTRUCTION (LEATHER RESISTIVE BARRIER 1 3/4 RESILIENT WEATHER RESISTIVE N .T CHANNEL BARRIER n VINYL CASING BEAD I' THICK 3 COAT CEMENT PLASTER S/S' TYPE 'X' DRYWALL METAL LATH W/TEXTUREP • PANTED WOOD SHEATHING FINISH �A87'ER3 COAT CEMENT (2) N12 HEADER VINYL CASING BEAD -/ L NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 11D DRIP EDGE INSTALLATION WOOD CCNSTRUGITON WEATHER RESISTIVE BARRIER 1 WEATHER RESISTIVE BARRIER •t VINYL CASING BEAD J' THICK 3 COAT CEMENT PLASTER 5/6' TYPE 'X' DRYWALL METAL LATH W/TEXTIIRED t PANTED WOOD SHEATHING FINISH J' THICK, 3 COAT CEMENT HEADER/BEAM PLASTER (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 11 RIP EDGE INSTALLATION 0 CANTILEVER DRIP EDGE FINISH LAYER (2 LAYER V X 3' 26 GA GALV. PEEL t STICK) META- DRIP EDGE SET IN FULL BED OF 6. PEEL t T,MIN STICK % DRIP SPACE PRVI DRIP GE EDTO FACE PACE T TOK' TREX DEOC A' GAP FOR BACKER I ll'4'Y; P.T. OR SIMULATED ROD a SEALANT WOOD (1REX) KILLER 's CCNTMNoue VINYL CASING MEAD WATER PROOMNS Mt 5 WEATHER RESISTIVE LAYER (2 LAYER PEEL F BARRIER 1 STICK) WRAPPED FROM WEATHER 11E616TIVE BALCONY DECK TO CANTILEVER ;mum".,,.Rr BARRIER n W PEEL a STICK • DECK M 04DRA M DRIP E OVER DRIP aTKOR nw ® 3' X 3' 26 GA. GALV. METAL DRIP EDGE SET IN FULL BED OF I JJ'A l ' P.T. OR 6MULA SEALANT, A' MIN. WOOD (TRE)U FILLER SPACE FROM DRIP CONTINUOUS FACE TO TREX Y; GAP FOR VINYL CASING BEAD ROD 4 SEALANT WATER PRooFWG lot FINISH LAYER (2 LAYER LAYER f2 LAYER PEEL N PEEL 4 STICK) STICK) W STICK) FROM 3/4 RESILIENT BALCONY DECK TO HAT CHAMIFJ. CANTILEVER COAT CEMENT TIER METAL LATH Sro' TYPE 'XD ' Rs'W4LL WOOD SHEATHINL WAVXnI ED 1 PANTED WEATHER RESISTIVE FNI814 LLE4AT E1 ER RESISTIVE PL 14ICK 3 COAT CEMENT IIETRIVE �� a DRAM wEEP ecwEED VINYL CASING BEAD Np GAP W FIF1D (61.10M FOR CLARIFICATION OF SEPARATE A00E611ORIM ONLY) BALCONY DRIP 11 EDGE INSTALLATION XUMIN SHEATHING EATHEM RESISTIVE AR\RIER 1 EATFER RESISTIVE AIRRIER n SAF. \ %EEL 4 STICK I K'x3' 'L' FLASHING FULLY EMBEDDED IN ROOF CEMENT I )Q X 3' 26 GA GALV. METAL DRIP EDGE SET IN FULL BED OF SE&ANTA, MIN. SPACE FIROI'I DRIP FACE TO TREX _ l- 4 CONTINUOUS Y; GAP FOR SEALANT OPT. SACKER ROD. - MODIFIED w 3/4 REESILIENT HAT CHANNEL WEATHER F ES16TIVE BARRIER 1 WEATHER RESISTIVE BARRIER n EXTERIOR COLUMN COLUMN 61-EATHNG 6' SAP. �1)6'x3' 'L' FLASHING FULLY EMBEDDED IN Roof CEMENT IN FULL BED OF -A NT.)s MIN. x PRO DRIP WATER PROCFNM Mt LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER J' THICK 3 COAT CEMENT PLASTER METAL LATH t PAINTED I ! WOOD SHEATHING rXTURED FINISH THICK, 3 COAT CEMENT 4' POSITIVE DRAM VEEP SCREED PLASTER VINYL CORNER BEAD (SHOWN FOR CLARIFICATION OF VINYL CASING BEAD SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11C EDGE INSTALLATION O COLUMN (W/"L" FLASHING SCAA-E' NTS WOOD SHEATHING WRB LAYER 1, — STUCCO WRAP LEGEND DRAINAGE PLANE (WRB LATER 01, STUCCO WRAP) WRB LATER 02 (FORTIFIBER BUILDING PAPER) METAL LATH STUCCO WOOD OR-111ro' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING X—X—X—X 2x FRAMING MEMBER i' THICK 3 COAT CEMENT WOOD SHEATHING PLASTER WRB LAYER 02, FORTRBER 2 1/2' BUILDING PAPER I FASTENED TO 6HEATHNG 1 WRB LAYER 01, : x % T' O.C. MAX. METAL LATH I STUCCO WRAP S i UM LAYER 1, THICK, 3 COAT CEMENT i WRB LAYER 62, FORTIFIBER STUCCO WRAP PLASTER ; BUILDING PAPER WOOD SHEATHING WSELF-ADHERING ' METAL LATH METAL LATH FLASHING 4 �� THICK, 3 COAT CEMENT WRi LAYER n, FORTIFIBER BUILDING PAPER (EXPLODED EW FOR PLASTER ' ' CLARITY) 14A ORNER BEAD ® FRAME DRIP CAP WINDOW FLANGE 114 2 1/2' 114 CORNER BEAD (FASTENER 4 SPACING 'O i' O.G.) CMU 1/2' THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY / 4 R�CORNER BEAD � BLOCK WRB'LAYER 1, STUGCp WRAP WRB LAYER 02, PORTIFIBER BUILDING PAPER METAL LATH THICK, 3 COAT CEMENT PLASTER 6'SELF-ADHERING FLASHING DRIP GAP WINDOW FLANGE 15B CASING BEAD ® WINDOW ( FRAME, NO BAND) 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA k: 0003325 Mill I Inumm an In p BBOTT PARK LOT #13 BLK #11 IROJE1QTp 04181.000-13111 a�oaEs� E401 "2828—ENSLEY" GARAGE ewalra. RIGHT PAGE. WALL ASSEMBLY DETAILS %1"H 18 nazi: 0/15/21 SCALE: 1/4"=l'-0" SHEET WA3 Y,' GAP n-P i' THICK 3 COAT CEMENT WOOD SHEATHING fro TRIG METAL LATH LEGEND PLASTER IX TRIM MEMBER WRIB LAYER •stucco STUCCO WRAPP sIDMG ItION TO WR8 LAYER n, FORTIF15ER DRAINAGE PLANE (WRB BTUTRANS WOOD SHEATHING BUILDING PAPER LAYER el, STUCCO WRAP) SIDING WOOD SFEeATHING WRS LAYER 02, FORTIFIMIR WRB LAYER e2 (FORTIFIBER — - — - — - — SUILDING PAPER i '47 rMr 3• a WRB LAYER 01, BUILDING PAPER) METAL LATH STUCCO WRAP METAL LATH x—x—x—x il' THICK, 3 COAT CEMENT WRB LAYER 02, FORTIFIBER STUCCO YER WRB LAYER h, STUCCO PLASTER BUILDING PAPER stucco WRAP WOOD OR 1/16 ZIP WALL &'SELF -ADHERING , METAL LATH CASINCs BEAD SHEATHING FLASHING �' THICK, 3 GOAT CEMENT &' SELF-ADHEREING SELF-ADHESIVE FLASHING — — — — VINYL ANGLED EXPLODED FLASHING OR PEEL a STICK CASINCsBEAD VIEW FOR PLASTER SIDING TO STUCCO CLARITY) CASINGBEAD ; -.---------------------------- ----------------------------------------------- DRIP GAP (CROSS SECTION) J' THICK, 3 COAT CEMENT SEALANT PLASTER WINDOW FLANGE WRIB LAYER 'i; % METAL LATH STUZ VINYL ANGLED WOOD �eT�Tow myow u0m bm"Twtld ti WRB LAYER 02, FIBERIweelenve 7.; BUILD\ PAPER �.' � 144616 l �41 �` WINDOW FRAME %t WRB LAYER 02, FORTIFIBER METAL LATH �� W 11 AL. e1DrN6 �� / \ e eeLR-ADF♦ERIN6 \ e:r.• • � � I rLAeHbn i � BUILDING PAPER J' THICK 3 COAT CEMENT i PLASTER ' FLAeNrrm �� AMM-1 n� { E-Z BEAD VINYL CASING \ \ WEATHHIM FableTiV6 I (Lul%, FLEXIBLE PVC BACKER ROD) eTARRR 81IMP ' ` \ i & A-044I ADHERING rLAer+ FLASHING t ;�lflt!� am DRIP CAP ! a R z' � � i WRB LAYER 01, STUCCO WRAP, i�x r et�t oR WRAPPED AROUND FRAMING MEMBER WINDOW FLANGE ' CASING BEAD � WINDOW °m° i' ` i xv &' SELF ADHESIVE FLASHING \ WOOD SHEATHING (15C (FRAME, W/BAND) \ aeAPPGAP ,,�, 2X FRAMING ROve�etnLANr MEMBER DETAIL BELOW EXPLODED SIDING TO STUCCO FOR CLARITY ® BLOCK TO FRAME ------------------------------------------ 9A TRANSITION Y4' GAP TYP ;}' THICK, 3 COAT CEMENT WOOD SHEATHING NOTE: ,��' CASING BEAD PLASTER METAL LATH: LATH TO BE PER SECTION % SEALANT 70 WINDOW METAL LATH R103.1.1 / ASTM C-841-14a, MIN. 2.5 LBS. I METAL LATH PER SQ. YARD (UTILITY OR NOMINAL _ LATH DOES NOT MEET SPECIFICATIONS) i WRB LAYER "2, FORTIFIBER BUILDING PAPER STUCCO YWRAER P WOOD SHEATHING I WINDOW FRAME WOOD SHEATHING WRB LAYER 02, FORTIFIBER ee�iONo 671 wTloNI_UWAT�00 e�-ApWtro� BUILDING PAPER777 WRB LAYER 01, wooD iw�ArHmla . THICK, 3 COAT CEMENT iTRtsrwe �' STUCCO WRAP eARRieR eSAIRIMIN -1 TO LAP ' PLASTER ! urATHM INEWTive e• Mm. AR&A TOP NAlaY�R 2\\ aF 'T m_mw N9 WRB LAYER 02, FORTIFIBERVINYL AWSLED ; BUILDING PAPER e., tsaae�leaWRB LAYER 01, CASING EtEAD�10 rteleTnt STUCCO WRAP METAL LATHVNYL CASNG BEAD `: i VARIERe7WP � CEXPLODED THICK, 3 COAT CEMENT �R°�&'WIDE PEEL i STICK VIEW FOR PLASTER on WINDOW FLANGEOVER FLANGE CLARITY) diALVG MAL �[&T . I CASING BEAD ® RAISED 1'7A BAND (FRAME) SCALE: I I/2' • I'-m' nnaR tD.4letlp! DAMN ORR M a LA I E-Z BEAD VINYL CASINGS OP W PLAwnao ' 2X FRAMING (W/%' FLEXIBLE PVC BACKER ROD) IL� / 3' X 6* ie R MEMBER J APPLY FULL BED OF SEALANT BETWEEN I t4AeFinvo BUILDING FLANGE 1 BUILDING WRAPGAP Ur-AULKM ; OR APmorec WRAP �;{•` MATHIM ResieTIVE SIDING TO STUCCO \-wA' mfv"6Tlv2 ® FRAME TO FRAME MAIMM n 19 TRANSITION EZ BEAD WINDOW 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 3. '0 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 arx IT 'A ABBOTT PARK LOT #13 BLK #11 PMAWT# 04181.000-13111 MOD — "2828—ENSLEY" GARAGM ISpnak RIGHT PAGE WALL ASSEMBLY DETA S 160 MPH . C rJ PRINT DATE B 15 21 SET 1'4--1'-0" CASING SHEHEET WA4 CARE SHOULD BE T-EN IN KEEPING THE VENT PROPERLY A', 3' MID 18' ALIGNED. VENT PIPE IS SEALED IF UTILIZED. NML IN PEACE SHONN IN C OMVANZED USING D NNLS AT EACH CORNER. ROOFING -TE SHOULO BE BE APPLIED TO ALL SHINGLE EDGES ISM HETE WTER EDGE AND AROUND TtE EMIRS PERIMETER AS CUT OUT THE SIZE GOOSENECK VENT OPENNG IN THE ROOF RECOMMENDED ZONES. 4YEATiER COASTAL SHEATHING.SHOWN I THE EVENT INACCOI MIENTFANIS CONS1RlICTON ZOlES. LSED. SIZE THE IN THE EVENT A MECHANCAL VENT FAN IS USED, SIZE THE VENTOPENING IN ODNDANCE NAM MANUFACNO VENT FAN RES PIPING ONECTON INSTRDONO -TIN DO NOT CUT INTO TRUSSES OR RAPIERS NFEN CIIITNG THE OPEN- IN THE A �INTE THENOSHINGLENAILSARO"LING PERIMETER OF THE G SHINGLE AILS THE NAILING FLANGE OF THE VENT LAY9 FLAT TO THE ROOF SMEATANG. SLICE THE TOPAND SIDEFLANGESI TEVENTP-ANDUNDER SHINGLE TOP . ALLOW IIN BOTTOM VENT FIAfgES TO LAY IXJ THE TOP OF THE SHINGLES. II- ROOF HOOD VENT DETAIL MODIFIED 'I' c N M/OUSED.RAP LNE OF SDDO omm UD 6TID WALL STEP 1 PLAMINS OVER NAAILN PLANSE jm P EAR NILL�MN X ".mmm KAINRM DO NOT SEA. BOTTOM PN STEP 6 Terra pow-1 NOUNS TUCAc P N LEA FOLD N AT ASPHALT PLASTIC CEMENT MOLDED-D BASE OF PIPE AND OVER FLANGE Uu SIT. now Or SILL RO. porl"N OALLY MSM PANED Boom (CAP NAILS, 6TAm") "TALL P.Fvx T KJD%KW A " M.AWN COLD HOUSEUEIP DOW S TAPE DIAOOIAIAL CUT A ACROSS WRAP OF UDDOW PLUMBING VENT DETAILS NSTALL •' WDE AM MAnE - SAID= KJXISLE ILAM" MATTRASAL OVER DRIP CAP .)ow [P 601EOT0-HEAP WT-20DC - SCMV) STEP 8 '"&Q0 WINDOW FLASHING INSTALLATION DETAILS (FULL WRAP) SCALE: NTS oM. cn.icn r�i� S'OFCENTERLINE II XTRA FASTIN END OF SHINGLE UNOBRLAVMENT XTENDENDSHNGLE ASPHALT AT LEAST 12' fIEYOND ROOFING VMLEY CENTERLINE CEMENT -CLIPPEDOFF _ CIXiNER AT /S DEGREES - -S.- ES TRIMMED T BALT( - FROM VALLEY CENTERLINE HO tt I 16 ?HE coNTACTam RU PaMbILTY To VOWY ROOF VALLEY DETAIL TMeH�11RAP, EATYOALLP-ADNER rICLUD rIi TWO COMAP, SEALANTS A SEP" PLA64149 MATERIALS UN D DWtM C0N6TRICTIM 1 NSTALL ALL MATERIALS PER M~ACTUREIS6 ERTTEN SPECRICATI" SEALANTBGRALAM! MAY BRACT ADVLR9ALY III NOT WMWMM ATMLM CLEAN AND SEAL JAMS TO SILL JOINTS WITH DOW It" FOLLOWING COMP{.ETION OF ExTEItloR RETROFIT WORK bh2mL REPAIR SCFEM SNOW) SHALL SE PlPLEMENTED AT ALL WINDOWS WTH EvIDENCE of WATER INTI"ION BELOW THE WINDOW OPENING e SEAL NTMOR PERIMETER OF WNDOW WITH SEALANT APPLY OSI MW (0 soIAL)eEN.ANT. PLLAAWINS (LAN s LWnE-SEAL RC -SS Olt ■ ,-A SLOPE SILL TO EX I. IT 16 THE CONTACTORS RESPONSIDILTY TO YERIPY THE COI'PATIDILRY OP ALL PRODUCTS NCLUDM SEALANTS A SELP•ADIENM PLASWNS MATERIALS USED DURNo N67RUC COTION. X M AD14M AT EXTERIOR WDCX= AND DOOR OPWOM SHALL DE INSTALL® N ACC.OImANCE WTH M404PACTWMR6 6MTALLATIHON NSTO CTIONS AND APPROVED METHOD U OF MC RIDSA U N ACCORDANCE WITH P*01STRATION I'WilIACTUPOM INSTALLATION AND K ASHM NSTRaTIQM. WAINK r. SEALANTS MAY REACT ADVLIMELY f NOT WALL FLASHING INSTALLATION DETAIL (MASONRY) SCALE. NT6 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngrou p.com AA #: 0003325 r ��J .vaniv as 17M ABBOTT PARK LOT #13 BLK #11 rmamazp 04181.000-13111 MID E401 "2828—ENSLEY" F OVUM: GHT ALL ASSEMBLY DETAILS 160 IMPH 55. C 118 SCALE: 1/4""=1"-0" SHEET WA5 I I I I I 1 \ —2x6 SUB-BANt) W/1'x4' NOTCH END, WRAPPED IN PEEL 4 STICK P EDGE 1/8' TEXTURED FINISH a WOOD 1/2' TEXTURED FINISH o CMU METAL FASCIA WRAP I\ I\ I\ \\ 2X6 SUD BAND METAL FASCIA \\ WRAP v FROM \ STUCCO, I' FROM \\ WOOD WALL \ \\ EXTERIOR WALL \ (FRAME OR CMU) \\ `\ NOTE; NOTCH FOR 2X6 SUB BAND ONLY ®ELEVATION ©FLAN B 1/8' TEXTURED FINISH • WOOD, 1/2' TEXTURED FINISH • CMU METAL LATH \-WOOD 6HEATI4M OR GMU WRB LAYER h, STUCCO WRAP(FRAME ONLY) WRB LAYER 02, FORTIFIBER BUILDING PAPER (FRAME ONLY) ROOFING c4s*sNT DRIP EDGE METAL KICK OUT ROOF KICK OUT REMOVED t FOR CLARITY ROOFDECK(BEYOND) DRIP EDGE, V OFF WALL NOT INTO STUCCO) `'-1/8' TEXTURED FINISH WOOD, 1/2' TEXTURED FINISH + CMU 2x6 SUB -BAND W/1'x4' NOTCH A END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL ®i=L,4N )4 PRE-ENG'D TRUSS TO BE CUT 0 WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-O' SCABBED TO TRUSS W/12d NAILS 6'-8' O.C. MAX. 2x SUB -BAND W/%'x4' NOTCH • END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL 3• x x x x x x x x x x x x ow x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x I x x x x x x x x x x x �. x x x x x x x x x x x x x x x x x x x x x x x x x x x x ,max x x x x ._ .. .. ,. ..... . SUB BAND DETAIL ® WALL W/KICK- OUT FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN.)'4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/U¢'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. Ya' ABOVE BOTTOM OF - DRIP EDGE 2x SUB -SAND W/%'x4' NOTCH END, WRAPPED IN PEEL 4 STICK ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY ON alp 5, 1 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-7746078 FAX 407-7744078 www.abdesigngroup.com AA 8: 0003325 2 a Q ,aT(jsa=v, a.:.oas ABBOTT PARK LOT #13 BLK #11 rnoal m" 04181.000-13111 moan E401 "2828—ENSLEY•' GAVLAGn ownao: RIGHT TPAGM WALL ASSEMBLY DETAILS 160 H CONC. AB a 4" CONC. c I SLAB i co o wI r` FM-i8x18 i� a w WI ti o. M I tO FILLED CE 1A 16" O.C. M NO U • EXTEND ti b0 USLAB 1 1/2" 4„ PVCc'CHA33'-11"-0"FIN.ELEV. fill, UP TO 2NDFIN.CONCSLAB FLOOR (FIELD #3 BARS VERIFY EXACT I LL LOCATION) 1 7T-0" LONG 8 i W/ 10" HOOK CWC-12x12 ;o- 18" O.C. I-- — — — END 51I2" SLAB 11/2" 0 I I 5 I 1" PVC I iv CHASE w 3'-2" FOR ELEC. I b (� ISLAND I SIM. 1'„ I I I 2 1A N fp FM-20xl8 27'1" cn I� I 8 I 11 4 4 EXTEND 9 I I SLAB 1 1/2" 16XIJ F1-24X24 FM-16x18 — to 4" CONC �a u5 SLAB `"' 6'-1" to 16-0" F1-24X24 • I �N a *3 112" I w 0 m---- I LL x ro� x �Z O O � FM-12x18 � v a 0 LL I o ti I 4, 4„ , 4„ W ci I q b LL FM-16x18 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 --0'-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE, 4. REFERENCE ELEVATION +-0'-9% SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10, SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.MINDICATES #5 BAR, PJ' INDICATES #6 BAR,BNDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90- HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12, SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 30", #6 =36'), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 402/60246, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 402/602-16, USING: F'm = 2,000 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (30D0 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER } OF SLAB SUPPORTED T-0" O/C MAX. SEE PLAN FOR WWM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 7th EDITION SLAB SCHEDULE SLAB THICKNESS REINF. REMARKS 6x6 W 1.4xW 1.4 OVER GENERAL 31/2" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING B IFOUNDATION. EDUE TI0G EACH WAY. PROVIDE CORNER BARS SAME SIZE QUANTITY MARK I WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FW12x18 17' CONTINUOUS 16" - (2) #6. FMC-1208 12" CONTINUOUS 18" (2) #5. #5 IN CURB VARIES FM-16x18 16" CONTINUOUS 18" (2) #Ss +)O'-U' FMC-1&18 16" CONTINUOUS 18" 2)#5's #5 IN CURB VARIES TE-1 8" SEE PLAN 8" (1) #51s #5 IN CURB (-)0"-4" CW-12x12 17, CONTINUOUS 17, (2) #6s (2) #6% CWC-1202 17, CONTINUOUS 17' (2)#5's (2)#5's #5 IN CURB F-24x24 24" 24" 16" (2 #68 (2) #5's (+) 0'-0' FMC-20x18 20" iCONTINUOUS 18" (2) #5's VARIES FM-20xl8 29' 1 CONTINUOUS 181, 2) #5's (+)o"-0" U N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdosigngroup.com AA #: 0003325 p Q L3 p �i Raa >sVHDIV" & LOT: ABBOTT PARK LOT #13 BLK #11 PROJWT# 04181.000-13111 MODEIa E401 "2828-ENSLEY" GARAGE OWMG: RIGHT PAGE: FOUNDATION PLAN 16CYWH E . C 18 SCALE: 1/4-=1'—O" 1 MIN. EACH WAY MONOLITHIC FOOTING • rP STEEL REINFORCING IN GROUTED � STEEL REINFORCING IN GROUTED • •^— ••p' CELL SEE PLAN FOR SIZE AND ^. SPACING REQUIREMENTS fdd S CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS + " p •- .. ' r ►� GARAGE DOOR RECESS FM g 8" CMU WALL A 6' CMU WALL I CORNER BARS, SAME SIZE AS LARGER BAR w B• b . IN FOUNDATION WITH 30" LEG EACH w w .- 0'-0" '- 41- . WAY AT ALL CHANGES IN DIRECTIONS P, TOP OF SLAB 70P OF SLAB I ... $O THAT THE STEEL REINF. IS CONTINUOUS • . . MATCH AMOUNT OF CONTINUOUS BARS CURB FOR ,{ , • .Y SEE SLAB SCHEDULE • 4 BAR SIZE 48 BAR DIA. - . • - V•I SEE SLAB SCHEDULE TOP OF GARAGE"' R. LL CONTINUOUS STEEL MONOLITHIC . I•I • I� - MASONRY UNITS SET EXT. PORCH SLAB ^ 4" CHAMFER (15TORY) W/ 1/2" ISOLATION 6"CHAMFER (2STORY) 18„ • EXT. PORCH SLAB W/ 1/2" ISOLATION 4" CHAMFER (I -STORY) FOOTING REINFORCEMENT SEE SCHEDULE AT ELEV: 0{y .! JOINT(WHERE • • #4 24" APPLICABLE i SEE SCHEDULE #5 30" ( ..! JOINT WHERE APPLICABLE) 6' CHAMFER 2STORY ( ) SEE SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING s FOR MD, BAR SIZE rah 36' z 2 FOR MD, fl4R SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST N AND BAR QUANTITY AND BAR QUANTITY NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 2 SCALE: 3X'=l'-0" CORNER BARS DETAIL DOOR OPENING GARAGE 4 SCALE: 3/4"=T-9' (1) #5 REBAR VERTICALLY W/ CONIC. w POURED CELL o 8" CMU 5 F#"4 R @24" O.C. 0 CENTER OFSTEEL REINFORCING IN GROUTED SLAB CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS ftNEW I REINF. BAR " SECURED W/2-PART g 5 EPDXY. MIN. EMBED 2" CAPPED GALVANIZED PIPE --tt g S", UNO _ .'a• • W/FLANGE 0 BASE i Q FOLLOW ALL MANF. $ n k. I - 4" CONC., REINF. W! SPECIFICATIONS FOR H 6"x6" #10 WWM ON q USE AND i PREPARATION OF 8" CMU WALL 1 MIL POLY ETHYLENE M 0 c P HOLE. On L VAPOR BARRIER ON WELL -COMPACTED SECURE FLANGE TO � TOP OF SLOB CLEAN FILL TERMITE SLAB W/(4) 1/4" X 21/4" • �• i TREATMENT SHALL BE TAPC0NS 4 SEE SLAB SCHEDULE 4 S u BORA-CARE ". (2) CONT. tt4 REBAR 4" CHAMFER (I -STORY) 6" CHAMFER (2-STORY) z i m __(' I "ISOLATED" COLUMN PAD , . ' 1 CENTERED UNDER WALL AND POURED MONOLITHICALLY WITH ' 4 (2) #5 REBAR ON CHAIRS • T- -1? FOUNDATIONAND SLAB 3 ME...E.I.- 2,000 PSF VIRGIN SOIL OR 95% FOR MD, MR SIZE AND BAR QUANTITY 1MIN. DEPTH INTO z COMPACTED SOIL yam/ /L VIRGIN OR ENGINEERED SOIL $ SLAB HEIGHT LESS THAN 36' pER PLAN ADDING BAR TO COMBINED EXTERIOR MONO - EXTERIOR MONO DEEP BOLLARD MONOLITHIC FOUNDATION FOOTING AND COL. PAD 5 6 7 FOOTING W/ BLOCK WALL SCALE: 3/4"=1'-0 SCALE:34"=1'-0 SCALE 3/4"=1'-0 1 A SCALE: LAP TOP PLATE A MIN. OF 46' AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TOP PLATE A MIN. OF 48" LAP TO OCCUR OVER STUD OF WALL W/ PLAN AND NAIL W/ 16d COMMON VERIFY HEIGHT NAILS, 2-ROWS, 4" O/C BTM. LAP TO OCCUR OVER STUD OF WALL W/ PLAN 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE 2x40R 2x6 WOOD BEARING PROVIDE BLOCKING PLANS FOR SPACING. SINGLE WALL W/ SYP No 2 STUDS SEE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SECURE ST. PLATE TO PLANS FOR SPACING. SINGLE SECURE BT. PLATE TO SLAB W/10d MASONRY BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SLAB W/tOtl MASONRY NAIL - NAIL 16" O/C STAGGERED. 16' OIC STAGGERED. ADDITIONAL METAL ADDITIONAL METAL CONNECTORS NOT r-w CONNECTORS NOT REQUIRED WHEN NO REQUIRED WHEN NO UPLIFT IS PRESENT. UPLIFT IS PRESENT. " POURED LINTEL CONT. (TYP.) SLAB SC, ro� 8" CMU FILLED CELL (TYP.) [SEE SEE SLAB SCHEDULE 2X WALL FRAMING TOP OF SLAB70: 0'-0" 1(2"DIA. SIMPSON STB2 BOLTS S" 70P OF SLAB -"4• MINIMUM EMBEDMENT INTO GROUTED CELL, 4" FROM ENDS AND 16'O.C. VERTICALLY MAX SEE SCHEDULE FOR WXD, BAR SIZE ULE SIZEJU AND BAR QUANTITY1` 1R NTITY INTERIOR CURB FOUNDATION WOOD WALL E��PINTIgELRMIOR FOUNDATION WOOD WALL (NO UPLIFT) INTERIOR FRAME BRG WALL TO BLOCK WALL CONNECTION 3M' 1'1Y':3/4"=1'6' (NO UPLIFT) 11 SCALE: 314"=1'4" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407.7744078 www.abdesigngroup.com AA #: 0003325 � a 4 a�` C FUnDrm LOT:ARK 3 11 04181.000-13111 mo mr.c E401 "2828—ENSLEY" GAisA IC swnNa: RIGHT L GMDETAILS PH E , C 1441 N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.a bdesigngroup.com AA B: 0003325 JS aUDDIV ae Lop ABBOTT PARK LOT #13 BLK #11 PROJROT# 04181.000-13111 xoaurr E401 "2828—ENSLEY" GAAAGZ 8TnNG. RIGHT "'FIRST FLOOR DOWEL PLAN Q6kMPH FIRST FLOOR DOWEL PLAN SCALE: 114" = T-0" TIE VECAL REBA1 TO HORIZONTAL REBAR W/ 10" HOOK GER ROUTED BOND BEAM VARIES PER ELEV. e Z a� .I .a a�. CLEAN OUT REQUIRED FOR INSPECTION r l' l 0'-0" FIN. FUR. ..0 ', ;.a TIE ERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK �— BAR SIZE 148 BAR DIA. #4 24" #5 30" #6 36" #7 47' HORIZONTAL/VERTICAL REINFORCING Sr 3/4"=1'-0" NEW REINF. BAR SECUREOW/2-PART EPDXY. MIN. EMBED 6'. UNO d FOLLOW ALL MANF. "o SPECIFICATIONS FOR m I USE AND w PREPARATION OF HOLE. 4 . 4, STEEL REINF. OF BOND.SEAM ADDING BAR TO 4 BOND BEAM SCALE: 3/4"=1'-0" OFFSET METHOD CONTINUOUS IBAR SIZE 148 BAR DIA. METHOD #4 24" HORIZONTAL/VERTICAL #5 30" 2 REINFORCING #7 42, SCALE: 3/4"=1 #5 BARS a� 41 o� CMU UNIT DIMENSIONS ARE NOMINAL SIZES •a/ MASONRY SYMBOLS 3 SCALE314"=1'-0" 1441 Ni RONALD REAGAN BLVD. LONG WOOD, FL 32760 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.com AA #: 0003325 [aill C StmDrv. Z On"II ABBOTT PARK LOT #13 BLK #11 I-ROJMT# 04181.000-13111 MODE1c E401 "2828-ENSLEY" GA %AGE aRIIdG: RIGHT PAGE: DETAILS 160 APH aC Al.t DATE: 6/15/21 SCALE: 1/4"=1'-0" SHEET S1.2A 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) iOd x 1 11T HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d 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. 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. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (41. 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 20 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE Zx MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" " 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 .11119 R m" m REMARK I pj (2) 2X8 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.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (pi)SIZE REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING B81 MASONRY 3000 BX16 — (1)N5 (1)p6 N/A — GROUTED SCUD BB2 MASONRY 3000 8x8 — (1)MS — N/A — GROUTED SCUD SEE SHEET S2.2A FOR SAFE LOAD TABLES FIRST FLOOR LIFT BEAM PLAN SCALE: 1/4" = T-0" 1441 N. RONALD REAGAN BI LONGWOOD, FL32750 PH: 407-774-8078 FAX: 407-7744078 www.abdesigngroup.com L AA #: 0003325 J b O m F aVHDrl dg I.OT ABBOTPARK LOT #13 BLK #11 PROJECT* 04181.000-13111 MODELa E401 "2828-ENSLEY' GARAGE 81rMG: RIGHT PAGE: FIRST FLOOR LIFT BEAM PLAN AND NOTES 160 MPH E C 18 SCALE: 1/4"=1'-0" SHEET s2 #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10" HOOK 30" TYPICAL #5 BAR IN BOND BEAM CORNER 1 REINFORCING OF BOND BEAM OPEN FACE SHELL SO AS TO ALLOW BENT BAR TO BE PLACED IN UPPER AND LOWER BOND BEAM —#5 MIN. REQUIRED IN EACH CELL HOOKED IN TOP BOND BEAM W/ STANDARD ACI HOOK CORNER BARS 3 AT CORNER STEP SCALE: 3/4"=1'-0" PLACE STEEL REINFORCING (12) AS DEPICTED HEREIN. NOTES TO THE INSPECTOR/CONTRACTOR TYP, B'k8" b 1#5 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING�c HEIGHT. 4, THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYR 81k16" b 5. 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 FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1#5 TOP OF THE LINTEL. 6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16' DEEP. T I/ Of O` F=FILLED W/ GROUT T� U = UNFILLED NOMINAL ///_# OF #5'S, IN 2ND BOND y WIDTH / BEAM COURSE 16-1T/1 M/QB �QpEF NOMINAL—�� e HEIGHT Yl1P tl5'R TAP IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE THAT XFXX- 1T/1M/OB INDICATES A DOUBLE BOND BEAM # OF #51S, BOTTOM AND XFXX- 1T/OM/OB INDICATES ASINGLE BOND BEAM PLACED IN LINTEL IT IS THIS ENGINEER'S INTENT AND XUXX - 1T/1 M/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL WINDOW PRE -CAST ff WINDOWSILL LOPE TYPICAL MASONRY WINDOW SILL CONSTRUCTION 4 SCALE: 1 1/2 =1'{ ' 8xl6 DEL BOND TOP OF BEAM W/ ",..AR BOND BEAM EACH COURSE 8x8 BOND BEAM TOP OFp W/(1)#58AR .`: BONDBEAM GROUT SOLID FROM TO LINTEL TO TOP OF BOND OF OPENING BEAM, IF FILLED LINTEL SEE NOTE 5 8x8 PRE -CAST CONCRETE LINTEL W/ (1) #5 BAR (L2) LENGTH OF BAR = WIDTH OF MASONRY OPENING-2' BEAM DESIGNATION OR �f 8x8 PRE -CAST CONCRETE L SCALE: 3/4"=1'A" LINTEL, W/O STEEL (Li) REFER TO PLAN FOR LOCATIONS TnP _ a e SINGLE #5 CORNER I BAR, 3Ox30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF �. FILLED CELL BOND. BEAM PROVIDE #6 BAR Ee 0 AT EACH SIDE STEEL REINF. OF OF ELEVATION BOND. BEAM CHANGE CHANGEIN ELEVATION OF BOND BEAM SCALE: 3/4"=V-a' WOM ECNON FAIR I PAGID d. =2" MIN, 2 }" MAX A=2}'MIN, 9"MAX W� &=1}"MIN, 2}'MAX ea = }" MIN, 2 J' MAX d6 =T' MIN, 2 *'MAX s=2 tMIN, 9"MAX "MIN, 2}"MAX' ea=}"MIN, 2� MAX d. =2" MIN, 2 �' MAX = 2 ?'MIN, 9" MAX a MIN, 2 } MAX ea = }' MIN, 2" MAX 'MUST HAVE 2 OR MORE LONGITUDINAL ROWS OF NAILS NOTE: • ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN • ALL NAILS PENETRATE ALL LAMINATIONS AND AT LEAST 1 �' OF THE THICKNESS OF THE OUTERMOST LAMINATION WHERE: c4 = END DISTANCE e, = SPACING BETWEEN ADJACENT FASTENERS I N A ROW s = SPACING BETWEEN ROWS OF FASTENERS e = EDGE DISTANCE DOUBLE STUD W/ 10d NAIL ATTACHMENT $ SCALE: N.T.S. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407-7744078 www.abdeslgngroup.com AA #: 0003326 J �Q IaQ��, 1(Qj1]1 9 aUBDIV. ae m2r ABBOTT PARK LOT #13 BLK #11 PROJECT* 04181.000-13111 MODEXA E401 "2828—ENSLEY°' GARAGE OWING: RIGHT PAGE: DETAILS . H EXP. C 18 DATE 8/15/21 SCALE: 1/4"=1'-0" SHEET S2.1A "LOTT'S 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 SAFE LOADPLF SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 M013 64T 1T 1TAB MITQB MITM TYPETYPE LENGTH 8/8PWN 811680LID LENGTH a161T 8N&7T erm1T ef21.1T 8rt0tt e1821T SWAB e-ITH ITn IT IT ITn aiT ame-u SI20Mr ef244r mu W32-U 314" PRECAST 1498 952 3114 4217 SSM1 642B 7831 3'4r PRECAST 869 1024 3'4r PRECAST 160 304 4314 SM 6132 70M 24e5 e113 eae5 77oe OM /0000 ldeo 3524 4304 52e3 e132 70o1 N4r PRECAST 1005 700 236E 3125 3945 4706 56e7 4'4r PRECAST 514 763 41-0" PRECAST 1383 3000 U15 4570 5325 ad79 loci 0113 7102 SW 7827 am 1303 3000 3015 4670 am am W-fr PRECAST 819 as 1770 2400 3033 3e 43W V4r PRECAST 398 591 -8ae 41' PRECAST 1207 2592 3875 4048 4711 am r—l5al 5743 7547 0752 041 705E 12P 2707 337E 4043 4711 5379 9d" PRECAST 931 1247 1990 2000 3123 3eee 4240 sue' PRECAST 411 411 sue" PRECAST 1016 Im 2374 2944 3513 4084 1319 4400 719B 7342 57e0 aze9 1016 2270 2839 3390 39e1 4084 s-10 PRECAST Sn 1024 teal E00 2540 8009 8470 PRECAST 340 399 s-10• PRECAST 909 1490 1971 2413 2115 33U am 56" am we ams-1o• 999 20e0 2603 3107 38W 4133 8'43' PRECAST 892 1130 32V =31 3707 43U eoel PRECAST 410 721 8'4i' PRECAST 036 1201 167E 1956 23a2 2M0 1130 3227 45ae 7064 IOM ee25 835 IS08 23U 2790 3251 3712 T4i' PRECAST 570 gee 2408 2206 20e6 Mal 343E Tor PRECAST 303 534 Tor PRECAST 716 goo llal 1402 1743 20M5 See ewe 340e 48e4 70e7 eat TV 1024 2225 242e 2527 un 9'-4" PRECAST 428 SO Idea nu 24SI MIS 2e27 9,-V PRECAST 192 384 94" PRECAST 484 Sea 7e7 949 1120 1310 Soo 1874 2208 3081 4000 4809 an Me 1843 Im 2164 2519 1t>'4r PRECAST 388 487 1247 I7e7 1904 2103 2029 1a$' PRECAST 1st 301 10'4r PRECAST 355 40 012 m m1042 am 1407 IS97 2731 3222 37e4 504 1180 1472 17e8 1710 I9e0 11'�• PRECAST 330 e" 1312 1742 2M Mead 3Sa0 11'-4• PRECAST 132 417 11'�• PRECAST 430 400 680 on man 544 1312 1742 22a2 2eee 3552 486 1042 1372 1643 1470 1710 17-W PRECAST 308 507 1210 lead 204e MISS 3191 tr4r PRECAST 111 370 124r PRECAST 383 308 470 687 on 7e8 507 1210 1596 2048 2M 3171 440 940 1300 1500 1314 1476 134" PRECUT 488 1045 1365 1732 2157 205 19'-4" PRECAST 82 298 13'�' PRECAST 30B 809 398 454 575 645 414 1046 1305 Im Me 2806 cod m 1067 1312 1071 12D3 14'4r PRECAST 254 Sale 97S 1272 ION 1989 2V9 14'4r PRECAST 71 293 14'4• PRECAST 279 278 300 443 82c an 300 1272 low 1950 na 378 717 961 1102 976 1133 PRESTRE88ED N.R.45a NR NR NR NR NR NR 14'43' PRESTRESSED N.R 283 14'-S' PRESTRESSED246 230 422 we eta 746 m14'�" 1079 1429 1024 n77 2712 SO 000 1237 1474 1715 1s-• PRIES IRE88ED N.R. NR NR tat NR NR NR 1sw PRESTRESSED N.R.252 1s�4" PRESTRESSED 224 3a7 464 574 $64 m412 1014 1340 1703 2110 2513 no Ole we 1134 1353 15n 1T4• PRESTRESSED N.R. NR NR NR NR NR NR 1T.4 PRESTRESSED N.R. 183 1T-' PRESTRESSED 187 ate 305 451 567 e30 300 See 1121 1413 17M 2047 102 QOe 720 Sol 1136 1312 N'R NR NR Nt NR NR NR 19�' PRESTRESSED N.R. 148 19'�" 102 m348 430 513 m19'$ 235 736 969 1200 1407 171a tea 4M9 an 803 950 1008 21' 4' PRESTRESSED N.R.1a0 NR NR Nt NR NitNt 21'�• PRESTRESSED N.R. 12b 21'-4• PRESTRESSED 142 219 308 381 464 e'n eee 0ae toad 11SS 14ee 142 878 es7 ego ale 94a 2r4r PR�iRES8ED N.R Nt NR Nt NR NR NR 2r4' PRESTRESSED N.R. 118 2r4r PRESTRESSED 137 22e no 359 428 497 105 560 784 m I= ISS1 137 350 513 an 719 900 24'4r PRESTRESSED N.R.120 NR NR NR NR NR m124 24'4r PRESTRESSED N.R. 91 24'4r 174 245 am ee0 418 460 04 024 Im 1147 124 310 455 6e1 eel 70S - ALL VALUES TAKEN AS THE LESSER FROM "SAFE LOAD TABLES' BY QUALITY 2018 EDITION, LOTTS 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. LONG WOOD, FL 32750 PH: 407-774-8078 FAX: 407-7744078 www.abdeslgngrou p.com AA 8: 0003325 r a ag 2 pQ p� H W 0 's DIV k LOT: ABBOTT PARK LOT #13 BLK #11 PM20JECT1y 04181.000-13111 MODEL: E401 "2828—ENSLEY" GARAGE SITIMG: 1 RIGHT PAGE: SAFE LOAD TABLES 160 MPH E . C 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/THOG 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" 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. 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 P8836, .177" ° 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 0'4'. FINISH FLOOR. UNLESS NOTED OTHERWISE. TRU88 MANUFACTURER/ ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4, AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. r— — — — — — — — — FIRE a. IAL a.Ta=L a. 3/4" SUB FLOOR 2X4 NAILER FOR DRAFT PRE-ENG. _ STOP FLR. TRUSS - ELEV. VIE�P PRE-ENG. FLR. JOISTS �I 3/4" PLYWOOD I DRAFT STOP PRE-ENG. FLR. JOISTS 11T II Pl 2X4 NAILER FOR DRAFT STOP 3/4" PLYWOOD DRAFT STOP PLAN VIEW DRAFT STOP DETAILS J) 2X6 LEDGER W/ ANCHOR BOLTS, 8" O.0 SIMPSON HU26 TO LEDGER 9A 7 7 10B I ►I II II II II u n u u u n n ,1 II 11 II II II Ili II II J4 11 II 11 JI I n• u u u l n n u II II II II II II II II n II II � II II u n u n Il n u II n II J2 II II II II II II II II II II II PROVIDE DRAFTSTOPPING Il ll 11 ALONG THIS TRUSS 000 AST( LIMIT AREA TO 1S.F. j(,\ PER FBCR 302.12 n n u SIMPSON HU48—"" II a�2D BEARINGa= aaa= II II it I X4 WOO WALL Wl SYP NO.2 DBL TUD6�EA_JOIST a a _=a�aa=aa�==a=a II II II 41 11 � I- ' aasass u n n aa:aI If aa�aaaaeaa�= F MTS12 TRUSS TO LEDGER \ h MH1 J3 L IIIJil II11 11II L i ------------------ - (2) 2X8 LEDGER W/ 1/ 'ANCHOR BOLTS, 98 5' EDGE SPACING, y� ( 16" O.C. 10B b CJt — 3 FIRST FLOOR FRAMING PLAN SCALE: 1/4" = V-0" 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 www.abdesigngroup.com AA Ih. 0003325 J G1 Q J stmErv. Z EST: ABBOTT PARK LOT #13 BLK #11 PROJECT* 04181.000-13111 U0DEU E401 "2828-ENSLEY" GARAGE 9T►IIJG: RIGHT PAGE: FIRST FLOOR FRAMING PLAN 160 MPH W. C 18 SCALE: 1/4"=f-0" SHEET s3 A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH 19) 10d x 1 �' NAILS TO TRUSS 842) SIMPSON HETA16 TRUSS ANCHOR WITH (12) 16d x 1 }" NAILS TO TRUSS DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) C41) SIMPSON LGT2 GIRDER TIEDOWN WITH (16) 10d x 3}' NAILS TO GIRDER AND (2) SIMPSON HETA16 TRUSS ANCHORS WITH (12) 16d x 3 }'NAILS TO GIRDER lx2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/(3)16d GALV, COMMON NAILS. tx2 SECURED W/ tOtl GALV. COMMON NAILS 12" O/C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOFNJALIJFLOOR SHEATHING FASTENER SCHEDULE" NOTE: A PT SYP #2 7' x V. 5', 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, L770 LBS (1 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, L1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) TYPICAL TRUSS/ la lb lc SCALE 3/4"=1'-0 GIRDER CONNECTOR(S) 89H MC 111p7EMDIMIICK 4500 3/4" WOOD PANELS 6000 (2) 1/2" WOOD PANELS 60 (2) 12" WOOD PANELS 90 2x LUMBER 4'� f 3/4" T & G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE PRE-ENG WOIST 5/8" GYPSUM BOARD OR 1/7HIGH STRENGTH CLG. BOARD SECURE I -JOIST 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 1/7 GYP. WL. BD, SEE SHEET SlAA FOR NAIL SIZE AND PATTERN 4 I -JOIST CONNECTION L.B.W. sc !_E:3/4"=T-a' (NO UPLIFT) OUTER 1/3( SPAN ONLY BTM.— PLATE DEPTH 1/4'0 —HOLE EDGE >5/8" —HOLE DIAMETER <2/5'D SGL. STUD AND BORING LIMITS 8 SCALE: 1 1-=14 EDGE >5/S' HOLE DIAMETER <3/5'D DBL. STUD ENGINEERED WOOD TRL 024 O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL (1) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 1 Dd x 1 }' NAILS TO GIRDER. PROVIDE 5' MINIMUM CONCRETE EMBEDMENT. USED IN CONJUNCTION WITH HEAVY UPLIFT CONNECTOR 2x WOOD FASCIA SE " !G� SEE ARCHITECTURAL 2x SECURED W/ (3)16tl GALV. COMMON NAILS. lx2 SECURED W/ 10d MASONRY BOND GALV, COMMON NAILS BEAM 17'O/C SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOFNVALUFLOOR SHEATHING FASTENER SCHEDULE" NOTE: APT SYP#2 Z'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) j- x 5" TITEN HD TO CMU AND (12) SDS J' x 2�' TO GIRDER S41) SIMPSON FGTR GIRDER TIEDOWN WITH (2) }' x 5" TITEN HD TO CMU AND 118) SDS }'x T TO GIRDER C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH (2) �' x 5"TITEN HD TO CMU AND (18) SOS *' x 3' SCREWS TO GIRDER (EACH TIEDOWN) ENSURE THAT CELLS ARE GROUTED SOLID, 8' EACH WAY OF BOLTS A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) 2a 2b 2c TYPICAL ROOF SCALE: 3/4"=l'-0" GIRDER CONNECTOR(S) Ilm MG®tmm 111C1a®8 4500 3/4" WOOD PANELS 8000 (2) 12" WOOD PANELS 80 (2) 12" WOOD PANELS 90 2x LUMBER LSTA1220 GAUGE W/ lA-ll2 lDG COMMON NAILS. 0 EACH END TOTAL OF 10 LVL/IJOIST WITH BACKER BLOCK HTT4 W/ 518" A.B. WITH MIN. T' EMBEDMENT TO SLAB 8 (18)16d x 2-1/2" NAILS TO POST., POST TO SR DIRECTLY ON SLAB LVLM/OOD POST CONNECTIONS 5 A - SIMPSON IUS1.81/16 G < 1400 LBS, U <70 LBS W/ (2) 3/4'" 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) 3A4 WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (14)10d GALV. COMMON NAILS TO HEADER FL#17241 C - SIMPSON MIU3.56/16 G < 2900 LBS, U < 210 LBS Wl (4) 341 WEDGE-BOLT/J-BOLT, 5' MIN. EMBED (24) 16d GALV. COMMON NAILS TO HEADER AND (2)10dxl-12" GALV. NAILS TO JOIST FL#17241 D - SIMPSON HHUS7.25110 G <4140 LBS, U < 1610 LBS W/ (8) 3/4"° WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (16) 16d GALV. COMMON NAILS TO HEADER AND (10)16d GALV. NAILS TO JOIST FL#25749 E - SIMPSON MIU4.75/16 G < 3455 LBS, U <210 LBS W/ (8) 3/4'" WEDGE430LT/J-BOLT, 5' MIN, EMBED 16d GALV. COMMON NAILS TO HEADER AND (2) 10dxl-1/7' GALV. NAILS TO JOIST FL#17241 WOOD LEDGER ATTACHMENT DETAIL 9 SCALE: 3/4"=1'-0' 9-0 MAX (W/1X4) OR la-0"MAX (W2X4 MAX.70R 2x4 BTM. CHORD BRACING 10'-0" O/C MAXSECURED W/ (2) 1Od COMMON NAILS AT EACH CHORD INTERSECTION TYP. BTM. CHORD BRACING 6 SCALE: 3/4"=T-0" PERPENDICULAR TO (-JOIST # 1100 UPLIFT SIMPSON — HTSM20 W/1010d TO TRUSS AND (4) 1/4'x 21/4' TITEN 2 ANCHORS TO CONT POURED LINTEL # 1900 UPLIFT (2) SIMPSON HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W11010d 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. 2" COVER & 2' APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 3 SCALE: 314"=1'-0" lx4 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 2) 2Xl2 W/ 24" MAXt�4 21 MAX. W/ T MAX. END SYP. P.T. OF SHEATHINGT IJOST SPACING FRONT S,Y SEE FRAMING PLAN P. �,P LEDGER END OF 6 m? w LEDGER''II��BOARD - b - _ (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 8 512" LEDGER WITH IJOIST MIN. EMBED. (TYP) PARALLEL TO I -JOIST (2) 2X8 24" MAX. W/ 24" MAX. W( 8" MAX. END SYP. P.T. S1' SHE HN SEEFRAMING PLAN (JOIST IJDIST SPACING FRONT LEDGER TYP TYP w END OF LEDGER w m e s BOARD G o 2X8 SYP P.T. 1/4'XS'TAPCON {' m 5 LEDGER BOARD TO W/3" MIN. EMBED REAR BE USED PARALLEL TYPICAL LEDGER ti' TO (JOIST 1. ENSURE THAT EXP. BOLTS/J-BOLTS/TITENS ARE PLACED INTO GROUTED CELLS, WALL AROUND BOLT. 2. SPLICE OF FRONT AND REAR LEDGER SHOULD LAP A MIN OF 4'-0". 3. ALL BOLTS TO HAVE WASHERS. 4. EXP. BOLTS/J-BOLTS/ (TEN BOLT SHOULD NOT BE ANY CLOSER THAN 5' 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 ImewmANmIcimirmopAcon A DOUBLE SYP 2X8 1 1/4" 1 8" 24" O/C MAX. B DOUBLE SYP 202 1 (2) 3/4" 1 8" 24" O/C MAX. A FASTENERS FOR PARALLEL LEDGER SHALL BE 1/4" x 6" TAPCONS W/ MINIMUM 3" EMBEDMENT. B. FASTENERS FOR PERPENDICULAR LEDGERS SHALL BE 3/4" x 10' EXP. BOLT/J-BOLT/RITEN BOLTS W/ 5-12" MINIMUM EMBEDMENT C. FASTENERS DO NOT NEED TO ALIGN HORIZONTALLY EXCEPT AT ENDS WOOD LEDGER DETAIL (I -JOIST) 1 O SCALE: (2) 2X4 No.2 SYP DIAG. — BRACE W/ (3) l2d 0 EA. TRUSS(DIAG. BRACE TO COVER 5 TRUSSES) 0'-0" TO 30'-0" (1) "X" BRACE 1" TO 60'-0 (3) "X"BRACE (1)"X" BRACE g 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 AT 4'4' O.C. (AT SHEATHING SEAMS) SECURE 21, PT. PLATE TO BILK W/ 1/77' DIA. ANCHOR BOLT W/7' WASHER SET IN HIGH STRENGTH EPDXY 6" MIN. EMBED. AT 32" OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12ds 8" O.C. MAX CONT, 2x4 SECURED W/ (2) 10d. Q EACH TRUSS TO BE INSTALLED 10'-0" O.C. MAX. 7 BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS SCALE 3/4"=l'-0" THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (Ft AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, Ft, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO Fl AND F2 FORCES. 11 ALTERNATE MATERIALS SCALE: 3/4 T-' 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-77443078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 J M eeij Q j� 9 LL . I fA VHDIV. ds LOT:BBOTT PARK LOT #13 BLK #11 PROJECT# 04181.000-13111 UODEL E401 "2828—ENSLEY' GARAGE SIVMG: RIGHT PAGE: DETAILS (I —JOIST) 160 MPH C SCALE: 1/4"=1'-0" SHEET s3.1A SIMPSON H6 W/ (8) 8d COMMON NAILS, EACH END EVERY STUD OR ON EACH END OF "BUNDLE" OF STUDS PLYWOOD FLOOR SHEATHING SIMPSON H6 W/ (8)8d COMMnN NAZI c EACH END #8 WOOD SCREWS x2"LONG ®3"O.C; STAGGERED AS SHOWN #8 WOOD SCREWS DBL. 2X8 SYP #2 LEDGER. x Z' LONG @ 3' O.C.; SEE FLOOR JOIST LEDGER STAGGERED OFF SCHEDULE, 10/53.1A CENTERLINE 8"CMU WALL 8" CMU WALL 3/4" AS SHOWN REINF. PER PLAN �' X E' TAPCONS REINF. PER PLAN PER ELEVATION PER ELEVATION 3�y IJOIST (SEE O a IJOIST (SEE a FRAMING PLAN) �' _ FRAMING PLAN) 2 i - H - PE ELEVATION PER ELEVATION A. 2.4 P.T. CEILING 24• MAX. (2) 2x4 P.T. W/ DBL 2X12 SYP #2 LEDGER. SEE NAILER W/ MASONRY NAILS BOLT SCHEDULE, 10/S3.1A. MASONRY NAILS a 12' O.C. ® 12' O.C. 1X2 FIRE -STOP _ 1X2 FIRE -STOP IJOIST J LVLJ PLATE STRAPS W/ 10d x 1 , , 1/2'HDG NAILS SECTION DETAIL AT SECTION DETAIL AT WALL / FLOOR FRAMING, I -JOIST PARALLEL I -JOIST PERPENDICULAR I -JOIST PARALLEL TO WALL TO EXTERIOR WALL TO BEARING ON EXTERIOR WALL 2 4 SCALE:34'=1'-0 SCALE: 3/4"=1'-0 SCALE: 3/4"=1'-0" PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES STRAP TRUSS 70 PL. AT FIRST TWO BAYS 4'-0' O.C. (AT O PRE-ENG'D WOOD SEE SCHED. BELOW ROOF TRUSS ROOF TRUSS SHEATHING SEAMS) (BLOCKING TRUSS (TYP) @ ZU O.C. NOT SHOWN FOR CLARITY) MAX e 2X4 DIAGONAL BTM. CHORD PER LEVATION BRACING. SEE PLAN FOR FOR STRAPPING LOCATION VERIFY PRE-ENG ROOF TRUSS SECURE 2x6 PT. PLATE TO BLK W/ TRUSS PLAN TRUSS TO 70P PLATE 5/8" GYPSUM BOARD OR 1YI' HIGH W/ IrZ' DIA. ANCHOR BOLT W/ Z' A -SIMPSON MT912 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 32'OC MAX. B-12)SIMPSON MTS12 DOUBLE TOP PLATE SCHEDULE SECURE GABLE TO 2x8 P.T. U < 1420 LBS W/ (14)10tl BELOW FOR PLATE W/ 12d's B" 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• K. SIMPSON SPHQ OR SPH6 BTM 12" GYP. WL. BD, o• AND TOP PLATE ANCHORS W/ 10d x 1 if2' COMMON NAILS SECURE ST. PLATE TO SLAB W/ FILL ALL HOLES, DO NOT USE 1/2'x9" WEDGE ANCHOR W/2" 1 t IR 1 CONT. 2x4 SECURED W/ (2)10ds 0 EACH TRUSS TO BE INSTALLED@10'-0"O.C. MAX. 10d x3" WASHER SET IN HIGH STRENGTH EPDXY S-1/2" EMBED. MIN. 016' JNltaiN /WOOD POST CONNECTION S8(�ll OC MAX. SCALE: 3/4"=1.1. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL 8 • TRUSS TOP08TccNNECTLDN 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) 1/4'SZ'SDS, (1) 5/8"° A.T.R. TO HDU4 AND (10)1/4" X 21Q" SDS TO POST TRUSS CONNECTION L.B.W. 9a 9b SCALE: 3/4"=1'-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32760 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.com L AA #: 0003325 J M Q 1 r 8QQ QBQ] Wo av9Dly & I.OT: ABBOTT PARK LOT #13 BLK #11 PILOJECT� 04181.000-13111 MODEL E401 "2828—ENSLEY" GARAGE OWING: RIGHT PAGE: DETAILS (I —JOIST) 160 MPH E C 2021 SCALE: 1/4"=1'-0" 1 POS'iTO8LASCommi " SHEET A88 - SIMPSON ABU44Z POST BASE 2,300 00 ,335W 51 01 DIAL x E' EXP. BOLT SIMPSON ABU46Z POST BASE <U:2,300 G:10,335 W/ 5/8 DIA x 6' EXP. BOLT C _SIMPSON HTT5 POST ON SLAB <U:4,565 W/ 5/8" A.B. WITH MIN. T' EMBEDMENT TO SLAB 8 (26)15d x 2-1/2" NAILS TO POST. 11 PRE-ENGINEERED �� VALLEY TRUSS CONNECTION JUN 1441 N. RONALD RFAGAN BL LONGWOOD, FL32750 PH: 407-77"078 FAX: 407-774-4078 www.abdesigngrou p.com l AA #: 0003325 QU H W 0 x lBXMDXV. da LOT ABBOTT PARK LOT #13 BLK #11 PROJECT# 04181.000-13111 MODEsA E401 "2828-ENSLEY' GARAGE BWMG: RIGHT PAGE: DETAILS 160 MPH EXP. C d N. RONALD REAGAN Bl LONGWOOD, FL 32750 PH: 407.774-6078 FAX: 407-7744078 www.abdesigngr(>up.com AA #: 0003325 � pp a dl Q sg p Q ���777 a q W F t IMP '51 39VHDIV. de LOT: ABBOTT PARK LOT #13 BLK #11 PRoJwT# 04181.000-13111 MODEL: E401 "2828-ENSLEY' GARAGE NWING: RIGHT PAGE: SECOND FLOOR DECK PLAN 160 MPH C SECOND FLOOR DECK PLAN SCALE: 114" = 1'-0" SECOND FLOOR DOWEL PLAN SCALE: 1/4" = T-0" d N. RONALD REAGAN 8L LONG WOOD, FL 32750 PH: 407-774,6078 FAX: 407-7744078 www.abdesigngroup.com AA B: 0003325 � QQ a 5 aUBDM ac LOT: ABBOTT PARK LOT #13 BLK #11 PROJECT# 04181.000-13111 MODEIs E401 "2828-ENSLEY" GARAGE 8M MG: RIGHT PAGE: SECOND FLOOR DOWEL PLAN 160 MPH EXP. C SCALE: 1/4"=1"-0" SHEET S4.2 FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) lDd x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 Wl (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ lDd x 1 1/2" HOG NAILS, FILLALL 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. 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 20 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177"' x 2 7/8" LONG, WITH WASHER 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 OTHERWISE. BEAM SCHEDULE ZMZM INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL/T.O.A. = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION ft (psi) SIZE WXH, REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING 881 MASONRY 3000 8x16 (1)k8 (1)N5 N/A GROUTED SOLID BB2 MASONRY 3000 Bz8 (1)N8 N/A GROUTED SOLID SEE SHEET S5.1A FOR SAFE LOAD TABLES 1� 1 1 8F8-1T/01 1 ♦♦♦ T6„ ------------------'� ♦- 8F8- 4'4- U.N.O. PROVIDE BB2 WHERE ROOF TRUSSES BEAR, ;— — — — — — — TOP OF WALL EL 17'4" � 8F8-iT/OWOB 8F8-lT/0M/0B 1 r-------------------------------- 1 1 1 1 I I i♦ i ------1 1 GT ♦♦ 1 8F8-lT/OM/OB ♦♦ 1 7,-6„ 1 .1 SECOND FLOOR LIFT BEAM PLAN SCALE: 114" = V-0" 1 1 1 1 0 1 1 1 1 9 1 1 1 1 q i 1 1 1 1.441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdeslgngroup.com AA k: 0003326 pp Q O avaDiv ae LOT: ABBOTT PARK LOT #13 BLK #11 PROJECT* 04181.000-13111 MODmL4 E401 "2828—ENSLEY' GARAGE B'VfMG: RIGHT PAG SECOND FLOOR LIFT BEAM PLAN AND OTES 160 E . C 18 SCALE: 1/4"=1'-0" 1 S5 "LOTT'S 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 SAFEEL OAD SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH we �� 8.1T T 1TAB ,TAB 1TAB TYPE LENGTH 8/8 PLAIN M SOLID TYPE LENGTH e�iT en61T erlo•1T 8f81-1T d2&1T Bp2-1T 81b18 atT11B owrievu-nme mmismiTne mu enew saw erA4-2r vwff aware 3'4' PRECAST 1438 98Z M14 4217 GM e426 7691 3'4' PRECAST 889 1024 3'4' PRECAST 1589 3624 4394 I= 6132 70M 2485 8113 6885 7700 9031 10000 1689 3624 4894 523 8192 70D1 V4r PRECAST 1005 700 2305 M25 ewe 4765 5687 4'4' PRECAST 514 763 4'4' PRECAST 1863 3080 36% 4670 5=5 am 1901 $113 7102 e594 7W 8761 18e8 3IM 3615 4570 5325 0079 4'4' PRECAST 819 583 1n0 24M 3033 30B 43DD 4'4' PRECAST 390 591 414' PRECAST 1207 25M 3875 4043 4711 8879 1625 5743 7547 SM 0541 7665 1207 2707 3375 4043 4711 GM S-' PRECAST 031 1247 1999 2660 3123 3686 4240 S-' PRECAST 411 411 V-4' PRECAST 1010 te08 2374 2644 3513 4004 1319 1 4400 Ties T842 8780 em 1016 2278 2MG 3300 898, 4084 5'-10• PRECAST 817 1024 1681 2IM 25W 3000 3470 PRECAST 840 339 6'-10' PRECAST 909 14% 1"1 240 2915 3387 1161 3s98 yen e038 amum5-10' 999 2os0 2MS 3107 3r10 4138 B'4' PRECAST Me 3227 3081 370r 4383 am835 PRECAST 410 721 8'4' T 12D7 ,578 1986 2884 2709 1130 32V 4e89 7054 10000 M8'4' ee5 tees 2320 2790 =11 3712 r4• PRECAST 570 966 200 2205 2e98 3191 3ee5 r4' PRECAST 303 534 r4' PRECAST 716 900 1181 1462 1743 2125 93e 24M 3406 4864 7007 6472 727 1024 226 2420 2027 8220 8,4. PRECAST eas 103 22w 2461 2018 2e27 8,4. PRECAST 192 384 9'4• PRECAST 454 See 7e7 gee 1129 1310 ea9 1874 2290 3001 4099 4e99 on 1316 ,ea 1909 2184 2519 10'4' PRECAST 167 1247 1787 19w 2103 MU368 10'-8' PRECAST 151 301 1d'8•T 468 612 755 899 1D42 660 1407 1e97 2781 3222 3784 5D4 1181) 1472 1709 1710 1w9 11'�4' PRECAST 330 5" 1312 1742 2252 2M ee30 11'�' PRECAST 132 417 11'•4' PRECAST 430 405 530 863 m 872 5µ 1312 1742 2252 2888 356't 406 1042 1 1372 1643 1470 1710 1r-w PRECAST 308 a07 1210 1e96 2048 2m 3191 1r4• PRECAST 111 370 12'-0' PRECAST 383 306 476 587 098 788 607 1210 M 2w8 2688 8171 440 940 1800 1660 1814 1476 13' 4• PRECAST 270 433 1045 1305 1732 2157 2686e05 13'-4' PRECAST 82 298 13'-4' PRECAST 308 303 303 484 ON w5 414 1045 1305 Im 2310 2 306 7e0 1W7 1312 1071 1203 14'4r PRECAST 254 aee 97e 1272 1608 I= 22n1 14'4r' PRECAST 71 293 Wr PRECAST 279 2nt 360 448 aae 609 390 975 1272 Iwo t9W 23e9 378 717 061 1199 975 1133 14'4' PRESIRESSED N.R. NR NR NR "R NR NR 14'4' PRESTRESSED N.R.263 14'4' PRESTRESSED = 422 508 as 746 885 468 1079 1421 10a4RNR 2712 248 863 9e0 1287 1474 1715 1S4' PRESIRE88FD N.R. NR NR NR NR 18-' PRESTRESSED N.R 252 1" PRESTRESSED�w 4w 574 6w 798412 1014 1340 1703 2513 no 610 908 1134 1368 15T11T_d• PRESTRESSED N.R "R NR NR NR NR 1T-4' PRESTRESSED N.R 183 1r_' PRESTRESSED,� 385 �,300 M 1121 1413 2047 192 608 72D 801 1135 1312 Ir-e PRESTRESSED N.R NR NR NR Ir-4• PRESTRESSED N.R. 148 Ir 4' PRES�SSED 182 6,9 696 286 788 o 9e9 20 1200 1716 188 420 429 On 828 $03 eoe 960 1098 21'-4' PRESTRESSED N.R. NR NR NR m NR NR 21'4' PRESTRESSED N.R.125 21'�+4' PRESTRESSED 142 219 308 381 454 627 100 M M IOU 11a0 140 142 873 587 ego ale 943 2r-0' PRESTRESSED N.R.tee NR NR NR NR NR NR �� PRE$TRESSm N.R. 118 2rd' IV no 290 she 425 W 660 7w 992 1203 1801 IN 360 513 889 779 goo 24'4' PRESTRESSED N.R.in NR NR NR NR NR NR PRESTRESSED N.R. 91 24'-0' PRESTRESSED 124 174 245 302 300 418 MON as 1014 1447 124 319 40 5B1 e87 799 -ALL VALUES TAKEN AS THE LESSER FROM'SAFE LOAD TABLES' BY QUALITY 2018 EDITION, LOT rS 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, FL 32750 PH: 407-774-6078 FAX: 407-7744078 I� www.abdesigngroup.com AA M: 0003326 pp a Q FIA7BBOTT ARK 3 11 04181.000-13111 moaElt E401 "2828—ENSLEY" GARAGE !!WINO: RIGHT PAGE: SAFE LOAD TABLES 160 MPH EXP. C 2 SCAT, :1/4-=1'-0" SHEET S5.1A FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2"HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H1OA OR LGT2 W/ 10d 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. S. 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'). S. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE, HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S 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 7/8" LONG, WITH WASHER C 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 U-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRM MANUFACTURER / ENGINEER NOTE8: 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 e" FROM THE CENTER OF THE COLUMN, ROOF FRAMING PLAN SCALE: 1/4" = V-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774$07B FAX: 407-774-0078 www.abdesigngroup.com AA #: 0003325 14 Q Q U SUHDIV. & M" ABBOTT PARK LOT #13 BLK #11 I-mon CT* 04181.000-13111 1[ODEIt E401 "2828-ENSLEY" C&APLAG14 >BWMWG- RIGHT PAGE: ROOF FRAMING PLAN AND NOTES 160 MPH EXP. C N. DATE: 8/15/21 SCALE: 1/4"=1'—O" SHEET s6 A 1F NIP ROOF ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-16 ZONE 1 = 58.50 PSF (68.50) ZONE 3 = 67.10 PSF (77.10) ZONE 2e = 67.10 PSF (77.10) ZONE 3e = 77.50 PSF (87.50) ZONE 2n = 77.50 PSF (87.50) ZONE 3r = 91.80 PSF (101.60) ZONE Zr = 77.50 PSF (87.50) "A"= 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 160 MPH EXPOSURE CATEGORY: "C" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT: +/- 0.18 ROOF OIAR'WAGMI FOR ASPHALT SHINGLE ROOF, USE MIN 19132-STRUCTURAL SHEATHING EXP 1 (40120). FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 19/37' STRUCTURAL SHEATHING EXP 1 (4020).(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 10d RING SHANK GUN NAILS @ 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. ROOF/ WALU FLOOR SHEATHING FASTENER SCHEDULE SIZE HEAD LENGTH DIA. TENSILE STIR. SHANK ASTM 10d RING SHANK, 2 117 0.131 F1667 CREW SHANK 170,000 RING (16-20 RINGS RSRS-03 8d RINGSHANK, 23/6' OA13 77667 SCREW SHANK PER INCH) RSRS41 8d RING SHANK, PNEUMATIC 23/6' 0.113 F1667 SCREW -NAILS RSRS-01 RAI- ILK UK I ROOF SHEATHING EXTERIOR SHEATHING USE 12" CDX OR 7/16' O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND Bd RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6' O.C. AT INTERMEDIATE SUPPORTS OR 7/16' ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL U SILT LENGTH U l ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING ZONE 1: 10d NAILS @ 4" O.C. ON EDGE AND 6' O.C. IN FIELD ZONE 2e, 2n, 21 1Od NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD ZONE 3,3e, 3r 10d NAILS @ 4" O.C. ON EDGE AND V O.C. IN FIELD NO AN �W �o II'M ROOF SHEATHING THICKNESS WAS CALCULATED ADHERES TO ASCE 7-16 Ed RING SHANK GUN NAI GS OC. TCP 3 BOTTOM EDGE6 TYP. EXT. SHEATHING ATTACHMENI z ■mm mmffimmm11 0,11111 ll I 11 11 ir .. ■����� ► M GABLES -DROP GABLE END & (1) ADD'L DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16'O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.C. FIRST 4 BAYS W/ (2)12d NAILS EA. END, ATTACH ROOF SHEATHING TO RAFTERS 2/ BLOCKING PER NAILING SCHEDULE - 1. RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT' TABLE FOR FIELD SPACING (-#8 2" DECK SCREWS @ 6'-6' O.C. MAX @ EDGESS & 17' O.C, M6X INFIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING FYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33IC33M. MAXIMUM AGGREGATE SIZE SWILL BE 3/4'. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND pROMDEfi%qIR CONCRETE EXPOSED TO EARTH OR WEATHERWom: ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT ENTRAINED NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES,DEPRESSIONS, AND OTHER DETAILS NOT SHOWM OF CONCRETE ARE TO BE CHAMFERED 3M'. ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2020, 7th EDITION p)LEXPOSED EDGES ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, AG 318-14, BUILDING CODE REQUIREMENTS MEMBRANE PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS-0ON INDICATED ON BARRIER CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. Fb = 1100 PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, TMS 402/602-16 AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-16 AND AISC SPECIFICATIONS DRAWINGS. SEAMSLINUOUAPPED 6INCHET AND SEALED WITH ADHSIVE TAPE ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORM-IVORK. SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACE 347 LATEST W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT EDITION,'RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN W OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FWM THWE PLANS: MINIMUM NAILING PER FBCR 2020, 781 EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL.DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE, SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE KI' 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 WERE MESH, SHALL BE ASTM A1064/AI064M, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE WOOD � 5. W THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION AC I TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES, WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2° CHAIRS SPACED 3'-0" OC, EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THENATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS'BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND REQUIREMENTS AND SLABAN-GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. 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 N NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. TO WORK PERFORMED AND SHALL NO Y E E REBAR SHALL BE ASTM A61SA615M GRADE 401N CONCRETE DEFORMED BARS REBAR SHALL BE ASTM A615 MEETING THE REQUIREMENTS OF ASTM A448/A446M, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. GRADE SO IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE DESIGN LOAM,• W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE AC) STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND "BCSI LATEST EDITION' ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 Pet AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S D COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED 20 pet TOP CHOR0+1on-concunent REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #8 BAR - 36, WOOD TRUSSES. 10 pef BTM CHORD -non-concurrent #5 BAR - 30" #7 BAR - 42" TRUSS MANUFACTURER WILL 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. p TOP CHORD p TOP CHORD s (7 peASPHALT SHINGLES) pf WNo OYPCRETE) (7 f (1 ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 10 BTM CHORD 5 5 P fif BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOADHURRICANE TO RESIST WIND UPLIFT: 10pef MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 PST WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 pef RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING WIND: DEAD LOAD SPEED =10) MPH 3- SECOND GUST (ASCE 7-16 (FBC R2020) EXPOSURE C, RISK CATEGORY 10 INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10psf, UNINHABITABLE ATTIC WITH LIMITED DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PUNS SHALL BE NOTIFIED TO THE STORAGE: HABITABLE ATTICS ATTICS SERVED WITH FIXED STAIRS: 30pNTS: BALCONIES (EXTERIOR) WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL : 40p GUARDS AND HANDRAILS: 20 GUARD COMPONENTS: SOO PASSENGER AND DECKS: DR PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION OFILL N SUE, VEHICLE GARAGES: SOpef, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30pef, STAIRS: AGE II�AS�RY' PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA 40pef MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BV 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. THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM CSO, GRADE fm = 2000 PSI. BLOCK SHALL BE PLACED USING AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAWINGS SUBMITTED WITHOUT REVIEW WALL 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 STRUCTURAL DRAWINGS DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH E(CON-TRACTEWEER IT WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C-076, 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 3/6" WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF ET'TO 10". USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATION/ SITE PREPARATION' TYPE W" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 PET, FOOTING PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM 0-270. HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 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 D-1557. TREAT ALL CELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION, THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE- COMPACTED AND RETESTED AT THE 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 BE MADE BY THE GEO-TECH. ENGINEER. CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5' STRUCTURAL TERRACE SLAB. CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5' 4- PRIOR TO THE ADDITION OF PLASTICIZER CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF AC1318 AND ASTM CM94M OR MEASURING, MANG, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. R SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE, REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A S FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): B. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER 1-12' FOR 05 AND SMALLER 2' FOR #8 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3/4' FOR SLABS, WALLS AND JOISTS 1.172' FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS FILL CMU CELLS SOU WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O STRUCTURAL STEEL' THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, BTH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36/A36M FY = 36 W FOR ANGLES PLATES AND ViSHAPES. STRUCTURAL TUBING SHALL BE ASTM A500/A500M GRADE B F = 48 ksi. STRUCTURAL PIPE SHALL BE ASTM A53/A53M GRADE BTYPE E OR S F = Y Y 35 W. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING, ALL OTHER BOLTS SHALL BE ASTMF3125/F3125M BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURNOFF -THE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER AFPIIfANON SIZE TYPE SPAg1LREMARKS APPLICATION SIZE TYPE SPAGNG REMPfMS tr2 PT FUPoIING TO MASONRY/GONG. CASE INiroENEO tAIL 6"O� ARAGE DOOR BUON TO MA�NRY/ODNC 1/d"Dw NO WASHER TAPWry MA60NRY TENER 9"OTC rz"EMBED., I- END DIET., rz"Ed3E qST. SCAB. PL. EXi. DOORS NOTE6 CASE MRDENED COL -I IR'LON3. 0"G/G STAGGERED WINwo MAOORIFASTENED INTO MASONRY/OJ1C. TO MAEDOOR BUG TMETALL. 3N"DA OR 1W DA x1 WASHER EXPPNSION BOLT td OIC IyS"DA ) (1/Y pA) d'EMBED .,EEND DST. 3"EDGE DST. N-- CASE HFRDENEOODL a•o,D vARDOwID 1ASTENED RAP�To CONTACT THIS ENGINEER FOR SPACING rvP, SEE NOTE6 NULI In'LONo. STAGGERED INro MAs�Nrv/coNG MYaoNRY1GGNc. REQUIREMENTS EXT. SWING DOOR DUCK 2x PT. SEE NOTE 6 (2)y16'gA. ND WASHER PCON ASTNER 18 CF 111V EMBED. 6" END dsT.. t 1IY EDGE qeT NON6EARINGW000 WKL TO CONC. SUB 1lY'° EXPANSION 4"EMBED d"END BOLT 2< DID GET., 3-EDGE DST. ! . PT'MNDOW BLICI( 0.- PAP s 2 IIS'ENO. DGgST.,1 1? PT TOsmac _OL., SEE NGTES Wl-ER STAGGERED EEDIST. NO E 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOAOR THE SPACING DETAILEDABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. ix MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com _.. AA #: 0003325 V iA NaQj W F a 1r�J U p7 LL7�T a 411 IT 9UBDIV. & IM li. ABBOTT PAR K LOT #13 BLK #11 PROJEOT# 04181.000-13111 MODEIc E401 "2828-ENSLEY" GARAGE 8TFM is RIGHT PAGE: DETAILS 160 MPH EA Ij © TRIM NAIL INSTALLED THROUGH FASCIA @ 16" O.C. MAX 70 STAPLES INSTALLED THRU SOFFIT AT NAIL HEM AND IN VALLEYS ® FASCIA r�m7j-CHA DETAIL A FASCIA 7O 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 0 STAPLESINSTALLED- THRU SOFFIT AND J-CHANNEL AT NAIL O HEM AND IN VALLEYS 1 STAPLES INSTALLED @--r 12" O.C. MAX (INTO O(7DWOOD) IN J-CHANNEL SLOT WOOD BATTEN 10 -STAPLES INSTALLED Q THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS #8X3" WOOD SCREW OR TAPPING SCREW, BATTEN ATTACHMENT FASTENER SPACED 24" MAX. O.C. HANNEL3Q }" MAX .--cI k— DETAIL D O STAPLES INSTALLED- J-CHANNEL THRUSOFFITAND J-CHANNEL AT NAIL FASCIA HEM AND IN VALLEYS SOFFITf_1 30 J-CHANNEL-"' f" A 1'1CTA 11 C TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION BATTEN STRIP ANCHOR 1© 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO FRAMING TRUSS/JOIST/RAFTER r/BY OTHER EMB. WOOD BATTEN DETAIL B J-CHANNEL FASCIA 12 BATTEN STRIP ANCHO 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO 0 STAPLES INSTALLED--, THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS O 11 1X2 WOOD BATTEN /-2X2 WOOD BATTEN 10 0 S_. NSTALLATION SCREW, BATTEN ATTCHMENT FASTENER SPACED 24" g0 MAX O.C. STAPLES INSTALLED @ 12" O.C. MAX (INTO O WOOD) IN J-CHANNEL O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) /-CONCRETE/CMU OR WOOD (NOTE 1) PAWL' SPAN 'L AVE WIDTH EAVE WIDTH (ROOF (ROOF OVERHANG) OVERHANG) CONCRETE; CMU OR WOOD NOTEA) CONCRETE; OFFIT CMU OR WOOD SOFFITJ SEE DETAIL'A' SEE DETAIL'E' SEE DETAIL'D' SEE DETAIL'E' (NOTE:1) EAVE CROSS-SECTION EAVE CROSS-SECTION SINGLE SPAN WN-CHANNEL SINGLE SPAN M-CHANNEL J-CHANNEL @ WALL, FASCIA @ FASCIA END J-CHANNEL @ WALL AND FASCIA END 11 30 J-CHANNEL- f, DETAIL C J-CHANNEL BY OTHER 2-1/4" NSTALLATION SCREW, EMB. BATTEN ATTCHMENT FASTENER SPACED 24" Og MAX O.C. STAPLESINSTALLED @ 12" O.C. MAX (INTO 0 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. i..=•�i�i?i:�ii �i=•• _ 3.519 "�'��:;jJ)';�•_ "�1.1• 375 .375 .4 3.625 3.625 3. 5 0.03 83 12� DETAIL A 12" TRIPLE 4 FULL-0-VENT SOFFIT ECO VINYL -NO. 639 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32780 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 8 � a 0XnlDIV. M LOTs ABBOTT PARK LOT #13 BLK #11 11lo T#► 04181.000-13111 1tOD>oie E401 "2828—ENSLEY" GARAGM swam: RIGHT PAGE SOFFIT DETAILS 1 H E . 14--f t- n b i