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HomeMy WebLinkAbout7348 Sail Clover Ln99 2447 3EFB-ROBIE 99 AI.L W®RK SHAI=1- C4MPLY WITH PREVAILING CODES FIORIq RtC CODE1` I Eo ATIONAI. ELEC THE CITYHNILLS Et®INANCES H OMES REVIEW CP,TE YR CITY OF z I PLAN EXAMINER 12602 TELECOM MRIVE, TAMPA, FL 33637 Tel: (813) 740-9720 Fax: (813) 740-9715 ' STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES 12602 TELECOM DRIVE DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS -F,ORIDA BUIWING CODE, RMIN UL 7TH EDl'HON (2=) -AM LoM MD MTE WDES -OCCUPANCY - RESIDENTIAL, GROUP R3 -CONSTRUCTION TYPE - VB -MIN. INTERIOR FINISH- CLASS B ABV, ABOVE LAV. LAVATORY A/C AIR CONDITIONING LUM. LUMINOUS ADi ALTERNATE �R MEDICINE C�INET BAD B"RD RAGE MT MMETA THRESHOLD CL CRITERLINE MTD. MOUNTED CAB. CABINET MTL METAL CLG. CEILING N.T.S. NOT TO SCALE DATE DESCRHMON OSA08A'1 2-STORY BLOCK CONVERSION ARCHITECTURAL SHEET DESCRIPTION Oft/Is BID SET ISSUED PG CS -COVER PAGE PG GN- GENERAL NOTES PG Al -FIRST FLOOR PLAN g�gg 20M F15C UPDATE 02MAD STONE ELEVATIONS ADDED O2/B/O BID SET RE -ISSUED TAMPA FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 -BASIC WIND SPEED - Vult=160 MPH Vasd=124 MPH -EXPOSURE - C :EXPOSURE RESIDENCE - -2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES CLR. CONC. CPT. C.T. D. DBL. D.O. DIA. DIM. DISP. DP, DR CLEAR CONCRETE CARPET AMI DRYER TRa DRYER DOUBLE AL DUALGLAZED DIAMETER DRAENSION DISPOSAL DEEP DOOR Oc. PL P.B. PH. PLY. PI.YWD, PR P.T. R RAD. R.A.G. REF. ON CENTER PROPERTY LINE PUSHBUTTON PHONE PLATE PLYWOOD PAIR PREsstmETRFnrm RISER RADIUS RETURNAI2GRII.L REFRIGERATOR PG AlA-DETAILS PG A2-SECOND FLOOR PLAN PG A3G-FRONT & REAR ELEVATION "G PG A4G-LEFT &RIGHT ELEVATION "G PG El -FIRST FLOOR ELECTRICAL PLAN PG E2-SECOND FLOOR ELECTRICAL PLAN PG PI -PLUMBING PLAN PG MI -FIRST FLOOR MECHANICAL PLAN 04/I6/0 FOOTING REVISION PER M. BOU,ES OS/H/IB INCORPORATE I•J018T DETAILS FRAMING PLANS PER M. BallES Ot/12M CONSTRUCTION DOCl9IENTS REISSUED OSl10AB BOLLARD DETAIL REVISED OM/1% DETAIL- 'ADDING BAR TO BOND SEAM' ADDED TO 512A m/6/1% TRIM ID'S ADDED TO FRAMMG SWEET SS 02)26/1S PLAN MAINTENANCE ' STATE OF FLORIDA SQ.FT. CALL. S DS. DOWNSPOUT RM. ROOM DTL. DETAIL R.O. ROUGHOPENING PG M2-SECOND FLOOR MECHANICAL PLAN PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONTel: (4 7) 74-60FLORIDA 32750 Tel: 407 774-6078 ( ) Fax: (407) 774-4078 D.W. DISHWASHER EA. EACH ELEV. ELEVATION EQ. EQUAL EXH. EXHAUST EXI EXTERIOR F.G/FX. FIXED GLASS F.G. FUEL GAS FIN. FINISH FLR. FLOOR FLUOR. FLUORESCENT FR DR. FRENCH DOOR FAG GAUGEFOOTIN GA. GAUGE GAR. DISP. GARBAGE DISPOSAL G.F.I. GROUND -FAULT CIRCUIT INTERRUPTER GL. GLASS GYP. BD. GYPSUM BOARD H.B. HOSE BIB H.C. HOLLOW CORE BUR. HEADER HOTu°RHC INSULATION=0 INT. INTERIOR SIC S.D. S.H. SHT. SHTHG. SFBVR SIM, sL. SL.GL STD SOUS THK. THK. TO C. T.O.P. T.G.S. TYR U.N O. V.P. W. W/ WDW. W.I. SOLID CORE EKTDR SMOKE DETECTOR SINGLE HUNG SHEET SHEATHING SHOWER SIMILAR SLIDING SLIDING GLASS STANDARD SHEAR WALL SECTION THICK DGuss rwcx TOP OF CURB TOP OF PLATE Top TYPICAL UNLESS NOTED OTHERWISE VAPOR PROOF WASHER WOOD WINDOW nTER �� WROUGHT IRON PG Dl-DETAILS PG D2-DETAILS PG D3—DETAILS PG D4-PRODUCT APPROVAL PG WAl-WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS PG WA5-WALL ASSEMBLY DETAILS PG WA6-WALL ASSEMBLY DETAILS IST FUR LIVING 1048 Sa FT. 2ND FLR U YIks 13%S $0. FT. TOTAL LIVING 2441 Sa FT. GARAGE 403 $c2 FT. ENTRY 32 Sa FT. TOTAL 28M SO:. FT. 8XI0 PATIO w $0. FT, OWM REVISED LINTEL SIZE • ENTRY Oueeas UPDATED LEDGER BOLT SIZE 4 SPACING 06/2M ADDED LED LIGHTS a KITCHEN 4 BATHROOMS PER MAW SMS OB/tVl9 REVISED I•1018T LAYOUT VWRA LEDGER BOLT SPACING REVBED OWMIS REPLACE USP C MCTOM WITH ONP80N CaWTORS OS/01110 REVISED STAIRCASE AND STAIR SECTION DETAIL Ob/02/!O ADDED OFT. UPStaRSLNNG ��® PANTRY DOOR REVISED TO 2.6 OPT. B'•®' CLG. HOT. I 202®FBcuPDATE STRUCTURAL SHEET DESCRIPTION 03A2121 ADDED WRIT DETAILS PG Sl-FOUNDATION PLAN PG SIAA-DETAILS PG SLAB -DETAILS PG PG S1.2AFIRST FLOOR DOWEL PLAN ETAILS PG S2-FIRST FLOOR LIFT BEAM PLAN AND NOTES DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. CMI/21 ADDED 2O' FOOTER OPT04 _ IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE PG S2.1A-DETAILS PG S2.2A-SAFE LOAD TABLES PG S3-FIRST FLOOR FRAMING PLAN PG S3.IA-DETAILS PG S3.1B-DETAILS BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR PG S4-SECOND FLOOR DECK PLAN INFORMATION) TO THE ARCHITECT OR ENGINEER FOR PG S4.IA-DETAILS CLARIFICATION. PG S4.2-SECOND FLOOR DOWEL PLAN AB DESIGN GROUP WDL RESPOND TO ALL WRITTEN RF['s IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RF's HAVE PG S5-SECOND FLOOR LIFT BEAM PLAN AND NOTES PG S5.IA-SAFE LOAD TABLES PG S8-ROOF FRAMING PLAN PG SN1-DETAILS PG SDI -SOFFIT DETAILS BEEN GENERATED FOR UNCLEAR ASPECTS OF THE %ONSTRUCTION BASED ON THE DRAWING SET. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.com L AA #: 0003325 tg a 0 BLIHDIV. J< LOT ABBOTT PARK LOT #14 BLK #13 PHASE #4B PROJICCT# 04181.04B-14131 MODEL: 3EFB "2447- ROBIE" GARAGE 87RNO: RIGHT PAGE: COVER SHEET 160 MPH EXP. 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 TTH 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. SRTE WORN 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 HERERSEE 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. I STRICTLY 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6 COMPACTION BY FLOODING OR JETTING S S RIC LY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7 DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. B. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC, UNLESS SPECIFICALLY DETAILED, GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1318INCHES 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 F INCH GYPSUM BOARD OR EQUIVALENT. 8. EXCAVATIONS TO BE A MINIMUM OF T- 0" BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, LINO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: 1. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: 1. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: 1. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA- THE ENGINEERED WOOD ASSOCIATION: I. 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 E F STRUCTURAL, S E R00 ANALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SNi. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS, 3. CONDENSATION LINES SHALL BE MINIMUM'/," PVC (SCHEDULE 40), INSULATED WITH T AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 2.5 GPM EACH IN ACCORDANCE WITH THE FBCR TABLES 2903.1 & 2903.2. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FBCR SECTION P3005.2. B. 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. EXTERIOR WALL COVERINGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH 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 EXTERIOR FINNIES 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. FIRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. R302.7, EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 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) . CONSTRUC M OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AB DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUPS SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. EXTERIOR SOFFITS 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: 09/08/21(CM) IS N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 www.abdesigngroup.com AA B: 0003325 I g � o 1 Q y BU13DIV. Ae Wtil ABBOTT PARK LOT #14 BLK #13 PHASE #4B PROJECT 04181.04t-14131 MODEL• 3EFB "2447-ROBIE" GARAGE 97RNG: RIGHT PAGE: GENERAL NOTES 160 MPH EXP. C DATE: 10/26/21 9CALE:1/4" = 1'-01 913EET GN C TOP PLATE 0 �n BAR DETAIL THE CLEAR SPACE BETWEEN 1 1/2THE HANDRAIL AND THE WALL MIN SHALL BE NO LESS THAN 1 1/2' HANDRAIL 6 36' AS PER FBCR R311.IB2 W/ 2X4 RE-INFORCING 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's 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 I/0'. 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 16018.1 / F.B.C. 2020 HANDRAIL SECTION (2) 2x12 SEE FRAM (3) 2.4 BLOC SEE FRAMNG 3/4' T4G SUB FLOOR GLUED R somm" D PER FASTENER SCFBDULE S'-4 3/4' 2ND FIN. FLIRa PRE-ENG'D FLOORING SYSTEM (SEE FLOOR FRAMING SHEET) (2) 2x6 HEADER SEE FRAMING) PLAN STAIRS RISERS TO C4N'OR'1 TO FBCR 1TH EDITION (2020) MIN. TREAD.10' MAX RISER-1 3/4' 3/I6' MAX VARIATION N RSERS/TREADS ADJACENT TO EACH OTHER 3/S' MAX VARIATION N ANY RISERAWSAD HANDRAIL CIRCULAR OWS6 SECTION DIA. TO BE 1 V4' .-V4' OR PROVIDE EQUIVALENT GRASPASI LITY WINDERS- MIN. V WIDE • NARROW END MK IV WIDTH • 12' FROM NARROW END 34' MN. HANDRAIL HOT. NOTE, ENCLOSED ACCESSIBLE SPACE UNDER 6TAIRS SHALL NAVE W61 1 6. UNDER STAIR SURFACE AND ANY SOFFTS PROTECTED ON THE ENCLOSED SIDE WTN 1/2' GYPSUM BOARDS, F&A 302.1. 42' HIGH HALF WALL UV CAP (2) LAYERS OF 3/4' PLYWOOD OR (2) LAYERS OF 3/4' SUB FLOOR MATERIAL RIPS FOR 80LID NAILING SECURE TREADS TO STRINGER WRSRO 3' SCIlURI EA TO EX1iER UNTHREADED 6HANK ro ExrEND BEYOND THIOQNESS OF SUB -FLOOR SHEATHING — RAINING PLAN 42' R IR \ \ a CAP \ \ 3/4' KICK \ \ PLATE E m \ od \ NO6N:s� \ "�•II 2 X 4 RE-NFORCING i11 • EA 2 X 12 STRINGER SECURE RN2d &'-6' O.G. \ „Q 3-2x12 SYP STRINGER \ REINFORCED IW2X4 6" \ W�CONT. BEAD OF a O O 8UD-FLOOR ADHESIVE \ PL-400 OR BMILARE • \ EA HORRONTAL RUN 2X4 ATTACHED W/RSd MASONRY N41L6 - 2X4 P.T. SLEEPER INTO 6LAE WTNN 0' OF EACN END, 32' O.C. MAX TAIR SECTION �)g ALE: 1/2'•I'-0' HDR. DTL. D scALE: la • I'-0' NOTE: HEADER FINISH TO BE PER COI" IMITY STANDARDS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32780 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com AA 6: 0003325 O 4 svHDIV. & LOT'. ABBOTT PARK LAT #14 BLK #13 PHASE #4B PROJECT# 04181.04B-14131 MODEL: 3EFB "2447-ROBIE" GARAGE srIMO: RIGHT PAOE: FLOOR PLAN DETAILS 160 MPH EXP. C g V21 1 SCALE: 1/4' = 1'-0' 1 A1A o:.�o�ol::::•3:_:•2_e',ioi:::•_ce.=:MMU1,o -_llo��ol •• o ' o BVL •�^ �:. .. �iu o 1 n. , •.��I� mi�` wool' ON METAL O_ 5ELOW i ., o ; �' .�I .•. • "I olde;o ole':e'� •A:�ole• �• �:� lo�0!:.�10' SECOND FLOOR PLAN SCALE, 1/4 • I'-V 1441 N. RONALD REAGAN Bl LONGWOOD, FL 32750 PH: 407-77"078 FAX: 407-774407S www.abdesign$roup.com AA 8: 0003325 q a a o c � y SVHDIV. Z LOT: ABBOTT PARK LOT #14 BLK #13 PHASE #4B PROJECT 04181.04t-14131 MODEZA 3EFB "2447—ROBIE" GARAGE 8WING: RIGHT PAGE: SECOND FLOOR PLAN 160 MPH EXP. C N2 DA=. 10/26/21 SCALE:1/4" = 1'-0" SPIFFY A2 ,i •/-23'-II' SNNGLE� ------------- BL--v DG NCsT ROOF '-4' 2ND FLR 11'-4' 2ND FLR BRs. -*T.1 BRG. HGT. 0. F7PON 12'XS®' DECORATIVE FYPON 18'X62' SHUTTER OR DECORATIVE EQUIVALENT ? ? ! SHUTTER OR EQUIVALENT n }— n 6• RAISED BAND (TYP.) 9'-4 3/4' 2ND S N ,�9'-4 3/4' 2ND FIN. FLR - -- -�- ------ - ------ —�Fq LR 3'-O' IST FLR 8'-0' IST FLR BRG. W.T.- B�-RG NGT COACH COACH LKsHT 4' RAISED S m 6' RAISED 9 BAND (TYP.) � BAND (TYP.) a a ).-0' FIN. FLR 0'-0' FIN. FLR LINE TO BE SCORED FRONT ELEVATION SCALE: 1/4 • P-0' TEXTURED FNISH Il'-4' 2ND FLR BR3. HGT.0- 9'-4 3/4' 2ND FIN. FLR W-0' IST FLR BRG. HGT. 0'-0' FIN. FLR.s REAR ELEVATION TEXTURED FINISH 2ND FLR. HGT. _0;; 4 3/4' 2ND ' FINFIN. F� B'-0' 15T FLR B� RG. NGT _o 0' F�0' F AREAOFATRC = 1451 SQ. FT. NET FREE VENTILATION AREA REQUIRED = 1/300 REQUIRED VENTILATION AREA = 1451/300 = 4.84 VENTILATIONAREAH SQ, INCHES PER Fr.(144) = 696.48 SQ. IN. MIN. REQUIRED VENTILATION = .5 X 696,48 IN UPPER PORTION OF ATTIC - 348.24 SQ, IN. OFF RIDGE VENTILATIONAREA = 115 SQ, IN. FERVENT 348.24 /138 TOTAL# OF VENTS REQUIRED = 3.02817 TOTAL# OFVENTS PROVIDED = 4 'AREAOF ATTIC IS THE PERIMITER OF THE HOUSE, LESS THE OVERHANG (E)(fERIOR OF WALLTO EXTERIOR OF WALL NO OVERHANGS INCLUDED) 1/I' THIQC 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRT- 4'x4' GAL V. 'L'-TYPE FLASHING SET IN ROOFNG CEMENT - FIBERMI-ASS SHIFI6LEE WWJDERLAYMEW AS FER FBCR 7X6 SYP PT LEDGER LIM X6 SOSIJ, ROCF SHEATHING THICI . TH.R-eADED ROD 92' AS FCR "IT SNL SECUIV!D PER OG. 4 WITHIN 6' OF EACH FASTENER 6CFEDULE END MAX. SET IN SIMPSON SIMPSON LSU-26 HIGH STFIENST14 EXPDXY 2ND F ( L J W MIN EMBED. 2x6 GYP RAFTERS OR PRE-ENG'D TRUSS (PER ELEVJ .� ROOF OLOFE R - - - I ELEVATION MM. 1N' OSB SHEATHNG 7X6 STT FT LEDGER WM V2 iFWADED ROD GUSSET TO EE SECURED TO E2' 4 WITHIN 6' OF 2X6 MEMBERS W/ Sd NAILS 44 CAC# END MAX SET M !• O.C. PCRIIMB7ER I'-4' SIMI•SON HIGFI STRENGTH SRIPSON LUO.26 W/ (4) IOC'• 2' _ 0' EXPDXY 6' MIN GMOED. TO LEDGER AND (2, YDd'• CHAMEL FOR SCRIT TO 2x6 JOIST OVERHANG DETAIL A SCALE: 1/2 • 1'-0• ENGREERED WOOD TRLMSES * 24' Or - SUBMIT SHOP DRAWNQ:S SEALED BY PROFESSIONAL ENGINEER FOR REVIEW AND COMMENTS PLYWOOD SHEATHM $9EE STRUCTURAL lPER CDIG. HOT. AMD YCHO M ROOFNG AND FLASHING W/ DRIP TR IMVW EDGE PER MI'M WATER REcawompENTS S WRAP FASCIA WT11 BREAK METALMAOCHRrOEM b2.2x6 WOOD FASCIA SEE STRUCTURAL. FOR FASTENERS VENTED SOPPIT PER ATTIC CALC'S IA' T14ICK 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY RAISED TRIM PER ELEVATIONS 2ND RR WINDOW PER PLAN RAKE SOFFIT DETAIL B SCALE: I/J I'-0' 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32780 PH:407-774-6078 FAX: 407-7744078 www.abdosigngroup.com AA A: 0003325 G � y, 2 a KK pC a cit 1, E N Ji. M. sUBDIV. do LOT ABBOTT PARK LOT #14 BLK #13 PHASE #4B PROJECT# 04181.04B-14131 MODEL 3EFB "2447- ROBIE" GARAGE EWING: RIGHT PAGE: FRONT & REAR ELEVATION "G" 160 MPH EXP. C m SHEET A3G Il'-4. 2ND FLR BFEIG.--------- I'-a V -4 3/4' 2ND _ _ _ _ _ FIN. FLR -- 8'-0' IST FLR, BRG�.THG '------ 0'-0' FIN. FLR, yam--------- 11'-4' 2ND FLR, BRCS HCaT � _ - I' V-4 3!4. F2NLD _ _ _ FIN. R 8'-0' 1ST FLR Bfa1Cr NCsT s-- _ 0'-0' FIN. FLR - _ - LEFT ELEVATION SCALE, 1/4 . I'-0' TEXTURED FINISH I� S RIGHT ELEVATION SCALE, 1/4 . I'-0' TEXTURED FINISH Il'-4' 2ND FLR -m. V 4 3/4' 2ND ' FINFIN. F� FLR ' BRS. TNG _-_-_-_------ 0-0 N 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774.8078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 S � o Q aUHDIV. 4 LOT ABBOTT PARK LOT #14 BLK #13 PHASE #4B PROJECT# 04181.04B-14131 MODEL' 3EFB "2447-ROBIE" GARAGE 8WINO: RIGHT PAGE: RIGHT & LEFT ELEVATION "G" 160 MPH EXP. C P nA E: 10/26/21 BCALE:1/4• = f-o' SHEET A4 G ELECTRICAL LEGEND SYMBOL DEFINITION NOTES - e 126V OUTLET 2e ATE• SINGLE POLE IWV OUTLET MV OUTLET OUTlLET WIRED TVTo ewraQ IIBV OUTLET EaUPeD W&FNC FAti N7EIYR®! (TAIPER PMbTA4T TYPe/ Mo 220V OUTLET (4) WIRE CONNECTION .�.qq.� WUIp• Ma U4ITERPRDOP GROUND FAULT -lam- GFI OUTLET NTpIU°TER BUTCH elwrcH 3-uwr aPEN. SWITCH 4-WAY OPEN. 1,_0 YIALL rwUIIED LWHT CEILING LIGHT © LED CLG LK+IT LED VAPOR ©VP PROOF LIGHT VP VAPOR PROOF V v LIOHT ORECEMED CAN eVMT. PAN I Co" PBIE SO. IT. "a' FA'N Wn.IGHT 1 aM PER era /T. VAM wow RXNN! rsPECB Teo 6Y ® SCENT !RE D) BWRAP P ARQRD AROUND CEN TLff Ww • 'SUFFACE Mt) AROUND 2' R.UOPONCE iT - .p�� 4' RUOIRISCBir p it a—�- II 1 4' TRACK LIGHT 0 PA EL Nib OS.D. IIINOK! DETECTOR UE41 l� 1 WALL MOUNTED e'IQQ DETECTOR MATL MQLir YIC.tl ® S/CO &I= MOUOX IMMIN � � DOMINO INTlR-CCSECTED SHALL EE A DISTANCE NOT LESS THEN 4• FROM WALL PENDANT LIGHT �V NAMAL CIA T ► TEI.EPFICE JACK UYTEU NWTEA Imo. DRCONECT Now AIR CONDITIORtl DISCONNECT HEBE NA7 ON F�N TELVASON JAM CE ING BOX FEMINEO O TO BE SIANOIETED IN ACCORDANCE Wr BOX J•EOc PIMBTID AS !RIOT FOR bdmmwrM GETTING BOX REd CORING FANAJGNT M BE SIIPI.ORIED IN ACCORDANCE V am PIAROD AS SUCH FOR manna 24' INCANDESCENT LIGHT STOP SW I �2nnnna IGHT 6101111- nnnnnnnn V, INCANDESCENT LIONT STOP FLOOD LIGHT OPT. MOIETY KEYI•AD HE PA PUSH-BUTTON FOR CHFES We PORT • LOCATION OF TV JACKS / PHONE OUTLETS 4 PANE TO BE VBOPIED • WOMOUNER PRE -CONSTRUCTION MEETNS • ALL B 4 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED VI PER ELECTRICAL PROVISIONS OF mm TUN mIT1ON r2ffM) 4 NEC 21BJ2 29MT ®I11Ok • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GPI • ISLAND (NOT ON KITCHEN CIRCUIT) • DISNUASIES DIeCOMECT TO BE LOCKOUT IN PANEL • BATHROOM E7OWNT PAN TO HAVE MN. CAPACITY OF W CPM INTEPMTTENT PER ELECTRICAL PROYf*! NS OF SECTION MIW3 PP11E UTH ED 1-1• LAUNDRY HOOT AND DISI4W6SIER RECEPTACLE SHALL BE GIEOUD FAULT CIRCUIT-INTEBE#•tER PROTECTION FOR PERSONNEL ON FEEDERS • WIRING METHOD SHALL BE NON I•ETALLIC CABLE PET! ELECTRICAL PUUOVISIOM OF MIGM YGH ED AM1 • ALL WOW TO COMPLY WITH ELECTRICAL PROVISIONS CT TFE PBCR TTH ED HOBO). • AEI. LANFB SHIALL eE �LEGTED eY dULOER AND ]Ss ar LIfiLRNG MIST E ENERGY NT TYP! PER ON ooNTI ENC)EICT) 200O. UM EDITION R49M s PATIO Fml BDRMM2 PRE -WIRED CLCg)FAN PRE -WIRED CLG FAN . ROOM I / HOOD WIRE W/ i OUTLET FOR FUTURE MICRO. LET I GF FOR DW , ""f L I BATH TH i 1 Lj ROOM 1 \ ® i ``r r TCH IN j CABIN .�I :--1 A 7-'Z ENTRY - - PAN. I GAIIRAACX5 I\ DOOR GFI • - 44' AFF. O GARAGE BOLLARD AS REDS PER BLDG. CODE `1-3:�KEYLESS FIXTURE 16 GFI GARAGE DOOR DREW RE IRRIGATION C I OUTLET B 48' AFF. -�' LU'sHT FIRST FLOOR ELECTRICAL PLAN SCALE• 1/4 . I'-0' ALL BRANCH CIRCUITS REWIRED N NEC 20.52 ARE TO BE PROTECTED SY AN AMC-FALLT KMRRII°TER LISTED TO PROVIDE PROTECTION OF ENTIRE BR44CH CRWIT METER FIELD VERIFY LOG. LED LIGHTING C SINGLE LAV. BATH 4 PROVIDE 34/0 CU, THUN • PS CU IN 2' CONDUIT OR 3 A4/0 AL, THLLN . PS CU IN 2' CONDUIT OR 2/0 AL. SEA (CONDUIT TO TERI'TINATE ABOVE SOFFIT • OVERHANG.) 150 AMP ELECTRICAL RISER NOT TO SCALE. COMBINATION SERVICE 150. AMP DISCONNECT SWITCH AND 120/240 VOLT GENERAL NOTES, M ELECTRIC METER IN I P41ASE A ELECTRICAL MATERIALS AND INSTALLATIONS 814ALL NEMA 3R ENCLOSURE MLO COMPLY WITH ELECTRICAL PROVISIONS OF THE FDCR TTH PANEL EDITION (2020). LOCAL CODES, AND ALL LOCAL POUER COMPANY REQUIREMENTS. B. ALL CONDUCTORS SHALL BE TYPE THHN/THUN UNLESS I NOTED OTHERWSE. POIER C.CMPA TRANSFORMER C~E PROVIDE 00 AMP, 120/240 VOLT, I PHASE SECONDARY: ELECTRICAL SERVICE. PROVIDE 3 9 COPPER (CU) IN 1-1/2" DIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3 -2/0 ALUMINUM (AL) IN 2" DIA SCHEDUI-E 80 PVC CONDUIT UNLESS SERVICE 18 PROVIDED BY THE ELECTRIC COMPANY. COORDINATE UNT14 T14E ELECTRIC COMPANY PRIOR TO BID. TELEPHONE SERVICE CABLE TELEVISION ENTRANCE SERVICE ENTRANCE EQJIPYENT EGUIFRIENT INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONVECTIONS 1 A4 CU SERVICE 6ROWD COMIECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE POOR IT14 EDITION (2020). 5/8" DIA X 8 PT LONG COPPER CLAD 64%OIIND ROD i N. RONALD REAGAN 8l LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 b �mill y I1p IUBDIV►. ag LOTABBOTT PARK LOT #14 BLK #13 PHASE #4Bnon=T# 04181.04B-14131 MODEu 3EFB "2447—ROBIE" GAXAaE 8WINCI: RIGHT PAGE: FIRST FLOOR ELECTRICAL PLAN 160 MPH EXP. C FIRST FLOOR PLUMBING PLAN SCALE: 1/4 " 1'-0' 15'-2' 2'_�• 2'_'I' 3'_9' I,_1 . N AV. LAV. UJC. PT. OPT. M. 13'-II' 3'-11' 0 LAv. c0 9HM PAN z LAV. N o a � 0 ifl � = W SECOND FLOOR PLUMBING PLAN SCALE: 1/4 • I'-0' VTR T I 1 PLUMBING RISER DIAGRAM 1441 N. RONALD REAGAN BL LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup,com AA #: 0003325 9 m a o � SUSDIV. at LOT ABBOTT PARK LOT #14 BLK #13 PHASE #4B PROJECT# 04181.04B-14131 MODZIA 3EFB "2447— ROBIE" GARAGE SWING: RIGHT PAGE: PLUMBING PLANS 160 MPH EXP. %Cff ATZr 10/26/21 SCALE:1/4" = 11-0" SHEET P1 HVAC NOTES 1. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SMALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB 4 MASTIC. AND INSTALLED AS PER FBC TTH EDITION (2020) MECHANICAL SLOG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 181 CLASS I AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC TTH EDITION (2020) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 1TH EDITION (2020) MECHANICAL CODE 603.1 1. BATHROOMS CONTAINING BATHTUBS, SHOUTERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC TTH EDITION (2020) MECHANICAL CODE SECTION 403. 8, ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. S. ALL FIRE RATED CEILINGS AND WALLS SHALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER. ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND FBC TTH EDITION (2020) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. 11. DRYER BOOSTER TO BE A FANTEC 4 POP BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX SIX ELBOWS. ALL HVAC TO HAVE PROPER PANS W/ DRAINS ATTIC CEILING O O EXTERIOR WALL PLENUM T 1 AIR RETURN SUCTION AND LIQUID AIR SUPPLY 1 REFRIGERANT LINES AIR HANDLER---1 EXTERIOR WALL 1 3/4' PVC CONDENSATE DRAIN LINE EVAP. TRAY b PVC SLEEVE TO LINES BELOW SLAB T REFRIGERANT LINES TO PLATFORM RETURN CONDENSING WIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER FBCR'ITH EDITION (2020) MECHANICAL SLOG. CODE SECTION 301.2A HVAC DRAINS SCORIATED NICKEL /� FIN. FLOOR BRONZE FL. PL. N / OR WALL BRASS PLUG FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 8240-K JOSAM 56000 INSIDE SERIES NICKEL BRASS TOP CAULK P.V.0 OPTI/SPEC LEGEND ® SUPPLY AIR DIFFUSER m RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE. SUPPLY TRUNK — BROKEN LINE- RETURN TRUNK l BALANCING DAMPER OR OW O CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR 8 THERMOSTAT m PASS-THRJ AIR GRILL SECURE STRAP TO CONC. W/ (2)-3A6'X2' TAPCONS C�UNIIT R SIMPSON WB ROLL STRAP OR EQUAL 4' CONCRETE SLAB SECURE STRAP TO UNIT W/ (2) 06XI 1/4' SHT. MTL. SCREWS CONDENSER UNIT CONNECTION TO PAD NOTE. MAIN CONO. DRAIN 3/4' DIA. OVER HEAD • 12' FROM STRUCTURE COUNTERSUNK C.O. PLUG FIN. GRADE OR PAVING SEE SPEC. 1'-S'XS' CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED FIRST FLOOR MECHANICAL PLAN SCALE. 1/4 . 1'-0' FLOOR SLAB CLEAN -OUT (T_Y NEXT. GROUND CLEAN -OUT (TY Nip NT5 1441 N. RONALD RFAGAN BLVD LONGWOOD, FL 32780 PH: 407-7748078 FAX: 407-7744078 www.abdeslgngroup.com AA N: 0003325 R L G b A IL IL Z SVHDIV, dg LZO ABBOTT PARK TAT #14 BLK #13 PHASE #4B PROJECT 04181.04t-14131 MODZLA 3EFB "2447-ROBIE" GARAGE 8WMG: RIGHT PAGE: FIRST FLOOR MECHANICAL PLAN 160 MPH EXTR 29 DNT ATE:E: 10/28/21 SCA M:1/4' = 1'-0' SHEET M1 HVAC NOTES I. ALL MECHANICAL E42UIP'MENT 614ALL ISE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED ALAS SHALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS PAS 4 MASTIC. AND INSTALLED AS PER FBC TTH EDITION (2020) MECHANICAL BLDG. CODE SECTION 603, 3. ALL FLEX DUCTS SHALL BE APPROVED UL ISI CLASS 1 AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR INTAKES SHALL NOT ISE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC TTH EDITION (2020) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORM& SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC TTH EDITION (2020) MECHANICAL CODE 603J 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC TT14 EDITION (2020) MECHANICAL CODE SECTION 403. S. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOOR$ FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED, 9. ALL FIRE RATED CEILINGS AND WALLS SHALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND FBC 1TH EDITION (2020) MECHANICAL CODE SECTION 601. W. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. 11. DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. PANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK — BROKEN LINE- RETURN TRUNK BALANCING DAMPER OR OBD 0 CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR 8 THERMOSTAT m PASS-THRU AIR GRILL FREE DRAW AIR HANDLER CLOSET W/LOUVEREO DOOR SUPPLIED BY BUILDER SECOND FLOOR MECHANICAL PLAN SCALE: 1/4 • 1'-0' 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdosigngroup.com AA #: 0003326 1 S B aUDDIV 4 LOT ABBOTT PARK LOT #14 BLK #13 PHASE #4B PROJECT* 04181.04B-14131 MODELc 3EFB "2447- ROBIE" CARACE aMNC: RIGHT PACE: SECOND FLOOR MECHANICAL PLAN 160 MPH EXP. C 9 DATE: 101/26/21 BCAI.E:I/4' = 1'-0' SHEET M2 2X4 TOP PLATE _._ 3vTOR5 PLAN Vi' DRYWALL 3/TOP CHANNEL 125 1901w, PRE-FAB TRUSS GA' C� BEAD N' nIZOG 7 COAT D' cm m 1/2' CLCx BOARDT STRlC71RAL Fole IR' DRYWALL o9RCTLr TO 3 5/6' OR 5 9/6' METAL STUDS MAlD11Rr ATTTT'AC1ED TO FILL NOTE: STUDS IN 24' OJc. 2® GA METAL TO BE 5' DIA. SLEEVE, CELL As "A PARTITIONS SUPPORTING INSTALLED IN WALLS DO NOT CUT SAL RZO. •1/2' DRYWALL WALL HUNG PLUMBING RECEIVING UPPER/ LOWER 3 5/6' OR 5 C'•+x "� OSA ceawoo 1441 N. RONALD RFACil1N BLVD cABNETS AND TUB/SFIOWER 25 REBAR FIXTURES AND WALL GA METAL TO BE INSTALLED 3/6' BOTTOM CABINETS SHALL BE NOT N ALL OTHER WALLS. STUDS CHANNEL (25 PIPE ua r auLom A" LONGWOOD, 4- 0FL3750 TO BE SPACED W' OG. AT 2ND GAJ SECURED ARCkM /�. PH: 407-7745078 LESS THAN 2x4, WHERE TO CONC BOND BEAM O NOT CUT iFM MNNPoI.OYLK Dom PO".) FAX:407-774.4078 FAIR W WALLS ADJACENT To av aALV. eTm 2x4 WOOD SPACED NOT MORE STAIR WELLS AND BATHROOM PAF 4 O s/4 SOLID GROUT THE BONA H en � � FT N= TO is www.abdesigngroup.com i n SECURE BT. STUDS 424' THAN 16' O.G. OR, NOT (WOOD FLOOR _ r000 w WOW JAM Face B �P.com PLATE TO SLAB WALLS W/ TILE FINISH W/ CI)- "5 BEAM AA #: 0003325 or— THAN 2 Wi 1/4• WOOD (2) COURSE REBARS Fleoo ra oALV. eteeL OVER NI AD Oom 00 Iw IOd MASONRY LESS x6, WHERE NAIL • 32' Or- SPACED NOT MORE MAXA THAN 24' O.C. WDOD BASEBOARD SCREW -- AFTICVOL Ria V TRAM by M^ B, onEp e o TO Roan TRACK BIUCKEre uv rRocn= BLAB AFTROVAL Ma FIN. FLR 1-STORY TYP. INT. WALL 2A PIPE THROUGH BOND BEAM 2B- GAS UNE THRU BLACK 3 GARAGE DOOR JAMBS D1 SCALE:3/4'•I'-0• .cn� vr.rr (a)TYP. INT. WALL NON-BRG. 1A METAL STUDS (NON-BRG.) D1 LE: •I'-0' D 1 SCALE: 3/4' • I' -ID' D 1 SCALE: 3/4' • I'-m' FIBERGLASS SHINGLES FIBERGLASS SHINGLES WITH UNDERLAYMENT FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.1.1. ROOF SHEATHING 2X4 SPF 24' O.G. MAX SECURE W/ (2) 12d NAILS • EA. END 2x BLOC?GNG BETWEEN TRUSSES WITH UNDERLAYMENT AS PER FBCR SM.11. ROOF SHEATHING HEET SWEETdSNI AS PER SSNI MEN 4 FIBERGLASS SHINGLES THICKNESS AB PER WITH UNDERLAYMENT AS PER FBCR SMA. SHEET SNI. SECURED PER PER STRUCTURAL DETAILS 1. ROOF SHEATHING AS PER FBCR w51SECURED PER ROOF SHEATHING THICKNESS AS PER FASTENER SCHEDULE FASTENER SCHEDULE THICKNESS AS PER SHEET SECURED STIFFBACK AT ALL UPRIGHTS SHEET SNI. SECURED FAPER PER STRUCTURAL DETAILS PER FASTENER 5/6' GYPSUM BOAR FASTENER SCHEDULE MTL. DRIP EDGE MTL. DRIP EDGE SCHEDULE STRENGTH HIGH 5 —PRE-ENG WD. TRUSS 0' 2x FASCIA PER STRENGTH CLG. 2x FASCIA PER Max Ax. N BOARD REFERENCE ELEVATIONS O. ELEVATIONS W STRUCTURAL VENTED SOFFIT PER ELEVATION VENTED SOFFIT PRE-ENG TRUSS SEE ENERGY CODE FORMS FOR PRE-ENG TRIGS WALL SHEATHING CITCTDETAILSURAL 2TRIA! SERED PER Q INSULATION R-VALUES THICK9 NESS AS PER / WALL SHEATHING i REFERENCE STRUCTURAL SHEET SNI. SECURE PER SEE ENERGY CODE FORMS FOR THICKNESS AS PER MTL. DRIP EDGE MTL. DRIP EDGE INSULATION R-VALUES PER ELEVATION FASTENER SCHEDULE PER ELEVATION SHEET SNI. SECURE PER 1'-m' ON SHEET SNI FASTENER SCHEDULE 2x FASCIA PER TYP. 2x FASCIA PER ELEVATIONS O,H, ELEVATIONS 5/8' GYPSUM BOARD OR 1/2' R-4.1 INSULATION PRE-ENG. GABLE TRUSS ON SHEET SNI. HIGH STRENGTH CLG. BOARD PRE -EN A. GABLE TRUSS VENTED SOFFIT VENTED SOFFIT WEEP SCREED WINDOW ATTACHMENT WEEP SCREED AS / SPECCITURFS 2x P.T. SECURED IFICATION& STRUCTURAL DETAILS 2x P.T.SECURED PER R-4.1 INSULATION STRUCTURAL DETAILS REFERENCE WINDOW ATTACHMENT AS PER STRUCTURAL MANUFACTURES SPECIFICATIONS -IREFEROCE Ix2 P.T. FURRING STRUCTURAL STRIPS • 24' O:C. 1/1' THICK, 2 COAT PORTLAND Ix2 P.T. FURRING 6' CI'1U CEMENT PLASTER APPLIED STRIPS • 24' O.C. 1/2' THICK, 2 COAT PORTLAND DIRECTLY TO MASONRY I/1' THICK, 2 GOAT 1/2'GYP. WL.BD. , CMU CEMENT PLASTER APPLIED I/2' GYP. WL. BD. PORTLAND WOOD BASE — DIRECTLY TO MASONRY WOOD BASE APPLIED DIRECTLY TO MASONRY m'-mFIN. FLR_ _ _ ®'-m' FIN. FLR 0'-0' FIN. FM ° _ _ 0'-0' FIN. FLR ° ROOF SHEATHING THICKNESS IS ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE 1-16 IN ENGINEERED PER ASCE 1-16 IN ACCORDANCE WITH FBCR 2020 „ ACCORDANCE WITH FBCR 2020 4 NTH EDITION, SECTION R301.13 4° ITH EDITION, SECTION R301.13 AND 160S.5.1. AND 1605.5.1. n W/ WINDOW OPENING TYP. WALL SECTION n W/ WINDOW OPENING n TYP. WALL SECTION " NO OPENING �- NO OPENING NOTE: NOTE: METHOD TO BE USED FOR THE METHOD TO BE USED FOR THE BUBDIV. ae LOT ABBOTT PARK LOT #14 BLK #13 PHASE #4B PROJECT* 04181.04B-14131 MODELA 3EFB "2447-ROBIE" GARAGE OWING - RIGHT PAGE: DETAILS (SHINGLE) 160 MPH EXP. C 4 1-STORY HIP BLOCK WALL INSTALLATION OF ROOF 5 1-STORY GABLE BLOCK WALL INSTALLATION OF ROOF D1 SCALE. 3/4'•I'-m' UNDERLAYMENT IN ACCORDANCE D1 SCALE, 3/4,•I,-m, UNDERLAYMENT IN ACCORDANCE WITH FBCR 905.1.1.1 OF THE FBCR WITH FBCR 905.1.1.1 OF THE FBCR 2020 ITH EDITION IS 04 WHICH USES 2020 1TH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM 0226 (2) TWO LAYERS OF ASTM 0226 M93M TYPE II OR ASTM D486S TYPE III TYPE II OR ASTM D486S TYPE IIIOR TYPE IV UNDERLAYMENT. OR TYPE IV UNDERLAYMENT. DPauftATE: 10/28/21 EICALM-1/4" = 1'-0" SHEET D1 FIBERGLASS SHNGLES WITH UNOERLAYMENT AS PER FBCR SOb.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE PRE-ENG WD. TPu*_ 24' OZ. MAX. METAL DRIP EDGE 2x FASCIA PER--/" ELEVATIONS VENTED SOFFIT REFERENCE STRUCTURAL In r Q w w WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS FIBEIWsLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR SIl"l1. ROOF SHEATHING THICKNESS AS PER SHEET ON]. SECURED ' PER FASTENER SCHEDULE EP Iq PRE-ENG WD.MAX LEVAT ON 24' OL. MAX. FETAL DRIP EDGE BATT INSULATION REFER TO ENERGY CALCS FOR VALUES / 2x FASCIA PER— S/8' GYPSUM BOARD ELEVATION& OR 1/2' HICsH STRENGTH CLG. BOARD VENTED Ix2 FIRE -STOP SOFFIT R-4.1 INSUL. REFERENCE STRUCTURAL j BATT INSULATION PER TO ENERGY CALCO FOR VALUES -m 5/8, GYPSUM BOARD O.H. TYP. OR 1/2' HIGH STRENGTH CLG. BOARD Ix2 FIRE -STOP -4.1 INSUL. 3/4' T 4 G SUBFLOOR 1/2' THICK, 2 COAT__ ----- OAT GLUED AND NAILED 1/2' THICK, 2 COAT PORTLAND CEMENT AS PER NAILING PORTLAND CEMENT PLASTER APPLIED BCHEDU'E PLASTER APPLIED DIRECTLY TO w DIRECTLY TO w MASONRY M MASONRY m R IX2 FIRE -STOP LEVATION IX2 FIRE -STOP SEE STRUCTURAL SEE STRUCTURAL IX2 FIRE -STOP 1/2' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY IX2 FIRE -STOP R LEVATION 5/8' GYPSUM BOARD OR I/V HIGH STRENGTH CLG. BOARD R LEVATION IX2 FIRE -STOP R-4.1 INSUL. WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS -REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS • 24' OL. &' CMU 1/2' GYP, WL. BD. WOOD BASE 1/2' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY IX2 FIRE -STOP n 17 3/4' T 4 G SUBFLOOR GLUED AND NAILED AS PER NAILING SCHEDULE R LEVATION f'dkmR LEVATION S/8' GYPSUM BOARD OR 1/2' NIGH STRENGTH CLG. BOARD R-4.1 INSUL. Ix2 P.T. PURRING STRIPS • 24' OL. 8' CMU 1/2, GYP. WL. BD. WOOD BASE L n W/ WINDOW OPENING WITHOUT WINDOW OPENING 2—STORY FIRST FLOOR BLOCK SECOND FLOOR BLOCK SCALE, 3/4'•I'-V' 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003326 g ISO �kk4 O v, atrHa><v ac ioT: ABBOTT PARK LOT #14 BLK #13 PHASE #4B PROJECT# 04181.04B-14131 MODEL.• 3EFB "2447—ROBIE" GARAGE 9WING: RIGHT PAGE: DETAILS %160 MPH EXP. C 29 DxlNT A 10/26/zl DCAL.E:1/4" = f-0" 9*12ET D2 1m 2X6 P.T. • CENTER OF DOOR HEADER SECURED W/ (1) la' X V J-BOLT W/ 4' MIN. EMBEDMENT W/ 2' X 2' X Va' WASER/ NUT OR W/ (2) K' X a• ANCHOR BOLTS W/ 7' x 2' X Va. WASHER / MIT R 0 az To ELK Wr 6 0 m 1/4• TAPP" I IR' EMBED, S. O.C, 4- END DIST, 1 V2• EDGE DIST. 9 41DE& 2X4, GARAGE DOOR BUCK SECURED Ill WV (6) V2' X e' J-BOLT OR ANCHOR BOLTS, UV 4' MIL EMBEDMENT, W/ 2' X 2' X LID'WASHER / WT. (1) WITHIN Y OF TOP, (V WITHIN a' OF THE BTM, IF (3) EVENLY SPACED. m 17 IN NOTES, ALL ANCHORS SHALL BE IN ACCORDANCE TO MANFACTUREIM INSTALLATION INSTRUCTIONS WHERE SUCH INATR)GTIONS AIM MIOM 6TRINCaEM GARAGE DOOR T BUCK ATTACHMENT 3 lcn.I. --s e• cm v2' DRru14LL 17C4' P.T. DOOR DOOR Ix4 P.T. OR D/4'X4' MM. SECURE THM FRAME / EXTEND 1-1/4' INTO NAILER BLOCK W/ 3/K' TAPCON6 CASING (MIN. SHIAK SAX MM. HEAD SIZE 900 MIN. EMBEDMENT I-114' �WTHIN B' OF EACH END JAMB OR WINDOW / W O.C. MAX SPACING ATTACH TO 2X PER MAKFACTURES DETAILS, NOTE, SHIM AS NEEDED TO PLUMB JAMB lDO NOT EXCEED V4') DOOR JAhM TO BLOCK +3/4" OR +5/4" w 1►INDOI/ TO BLACK + /4" OR +5/4" 2X4. SECURE TO BLOCK UV 3/16' TAPCCM MN. SWANK SIZE 145 MIL MEAD 612E 300 MIN. EMBEDMENT 1 V4') WITHIN e• OF EACH END /IBM O.C. MAX SPACING. 2X6. SECURE TO BLOCK UUM 3K4,'TAMPONS MM. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 V4') e' CM WITHIN B' OF EACH END / IBM = MAX SPACING. I/U' DRYWALL 2Xa, 1=1 a i'X4' SECURE TO BLOCK P.T. NAILER WK2) 3A6' TAPCANS MIN. SHANK SIZE J45 DOOR CASING MIN HEAD SIZE 300 MIN EMBEDMENT 1 V4') WITHIN S' OF EACH END / ID' OZ. MAX SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER MAIPACTURE6 DETAILS. NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') 2X4, Ell SECURE TO BLOCK W/ 3A6' TAMPONS (MIN SHAKC SIZE 14D MR HEAD SIZE 300 MR EMBEDMENT 1 V4') WITHIN a' OF EACH END / S' O.C. MAX 6PACING. 2X6. SECURE TO BLOCK WK2) 3/K' TAMPONS (MIN. SHANK SIZE J48 MIL HEAD SIZE 3" MIN. EMBEDMENT 1 V4') WITHIN a' OF EACH END S' cm / IS' O.C. MAX SPACING. i!U' DRYWALL 7XNh SECURE TO BLOCK MX4- WK2) 3AW TAMPONS P.T. NAILER (MIN SHANK SIZE JO 1/16. OAJS. X 4' MN. MIN. HEAD SIZE 300 MIN. EMBEDMENT 11149 DOOR CASING WITHIN 6' OF EACH EN7 SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER MAINIFAOTURES DETAILS, NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +1 15/18" n11Q'(DOl► TO BLOCK +1 15/18" 2X4. m SECURE TO BLOCK W/ 3A6'TAPCONB MM. SHANK 812E Joe MIL MEAD SIZE 300 MIN. EMBEDMENT 1 V4'1 WITHIN D' OF EACH END 4 S' O.C. MAX SPACING. NOTE, STRUCTURAL 2X MST BE 2X4,. ® ON OUTSIDE / SECURED SECURE TO BLOCK THROUGH NON-STRUCTURAL WKI) 3A6' TAMPONS 3/K' TAPCON MRL I-V4' (MIN. SHANK SIZE J4D EpleePtIlENT INTO BLOCK MR HEAD SIZE 300 MIN. EMBEDMENT i V4') WITHIN a' OF EACH END e' QMAJ / IS' O.C. MAX SPACM W' DRYWALL 2Xa, ❑ SECURE TO BLOCK I'X4' W((2) SAW TAPPONS P.T. NAILER MIK SHANK SIZE 145 DOOR CASING MIL HEAD SIZE 300 MIN. EMBEDMENT 11/49 WITHIN a' OF EACH EID 1 ID'Or— MAX 6PACMG. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V4') 2X4, ® 2X4, SEQllIE TO BLOCK SECURE TO BLOCK W/ W/3/16' TAP�CONS (MIN. V4' TAMPONS (MIN. SHANK. SIZE J46 MIN. SHANK SIZE J45 MIL HEAD SIZE 300 HEAD SIZE -%M MR EMBEDMENT 1 V41) MR EMBEDMENT 1 1/4') WITHIN 8' OF EACH WITHIN a' OF EACH END / S• OC. MAX END / S' O.C. MAX SPACING. 6PACING. 2X6. = 2X6, SECURE TO BLOCK SECURE TO BLOCK WK2) 3116' TAMPONS WK2) V4' TAMCONS (MIN (MIL SHANK SIZE .MD SHAK SIZE J45 MIL MR HEAD SIZE 300 HEAD SITE 300 MIN MN. EMBEDMENT 1 V4.) EMBEDMENT I V4') WITHIN B' OF EACH END e' cm WITHIN a' OF EACH END / IS,OL. MAX 6PACMG. / b' O.C. MAX SPACING. IR' DRYWALL 2X9, ® 7Xa, 0100 SECURE TO BLOCK I'X4' SECURE TO BLOCK WK2) 3/16' TAPPONS P.T.NAILER WK2) V4• TAPPONS (MIN. SHANK SIZE .Mb DOOR CASING (MIN. SHANK SIZE Ne MR HEAD SIZE 3" MN. HEAD SIZE 300 MR EMBEDMENT 1 V4') MIN. EMBEDMENT 1 V4') WITHIN a' OF EACH END WITHIN B' OF EACH END / b' OL. MAX / W OUP. MAX ePAGINNa DOOR J.dl'TD OR WINDOW 6PACWI ATTACH TO 2X PER MAMA FACTURES DETAILS. NOTE, 6NM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLACK +3" /1E73I]1OL TO._BiUf(`x aA• 2X4, SECURE TO BLOCK WV 3/16' TAPCON6 (MIN. SHANK SIZE J46 MIL HEAD SIZE 300 MIR EMBEDMENT 1 V4') UTHN B' OF EACH END 4 IS' O.C. MAX 6PACING. NOTE, STRJONRAL 2X MUST BE 2X6, ® ON OUTSIDE / SECURED SECURE TO BLOCK TW ROIIGFI NON-GTIIUCTIURAL WK2) 3A6' TAPCON6 �' TAPCON MIN. 1-114' MIN. SHANK SIZE .140 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MR EMBEDMENT 1 V4') WITHIN a' OP EACH END a, cm / IBM O.O. MAX SPACING. � 1/7' DRYWALL 2X5. ® F] SECURE TO BLOCK WK2) 3/16' TAPC," MIN. SWANK SIZE 146 MIN. MEAD SIZE 300 MIN EMBEDMENT 1 1141) WITHIN D' OF EACH END / 16' O.C. MAX SPACING. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V4') MX4' P.T. NAILER DOOR CASING 2ND 2X SEGUE TO STRUCTURAL MENDER WK2A2d WITHIN a' OF EACH END / 6' TO D' OL. MAX DOOR JAMS OR WINDOW ATTACH TO 2X PER MAMPACTURE6 DETAILS. DOOR JAMB TO BLOCK +1 1/2" DOOR JAMB TO BLACK +2 1/4" DOOR JAMB TO BLOCK +3" p 1f1NDOW TO BLOCK +1 1/2" n1IQdDOIf TO HLOCK +2 1/4" t �1EIN1DOw TO_stnrx {s• a' cm a 1/2' DRYWALL Ih(4• P.T. NAILER 1A6' OAD. X 4' MIN. DOOR CASING NOTE, SHIM AS NEEDED TO PLUMB JAMB MO NOT EXCEED V49 DOOR JAMB OR WINDOW ATTACH TO 2X PER MAMFACIIUREB DETAILS, DOOR JAMB TO BLACK +3 7/18" @WW TO BLACK +3 7/18" 2X4, 011 SECURE TO BLOCK W/ 1,14' TA°OONS MIN SHANK SIZE J45 MR HEAD SIZE 300 MIN EMBEDMENT 1 1/4') WITHIN a' OF EACH END 1 W O.C. MAX SPACING. NOTE, STRUCTURAL 2X MST BE 2X6, ® ON OUTSIDE / SECURED SECURE TO BLOCK THIIOIKM NON-STRUCTURAL WK2) V4' TAMPONS (MIN. 3/16' TAPCON MIN. I-1/4' SHANK SIZE J4E MR EMBEDMENT INTO BLOCK. HEAD SIZE 3" MIN. EMBEDMENT 1 1/49 WITHIN S' OF EACH END e, CMU / S' O.O. MAX SPACING. V2' DRYWALL 2Xa, ® a MX4' SECURE TO BLOCK P.T. NAILER WK2) 1,14' TAMPONS i' X 4' MRMIN. SWANK SIZE )48 P.T. MIL MEAD SIZE 300 MIN. EMBEDMENT 1 1/49 DOOR CASING WITHIN S' OF EACH END / S' O.C. MAX SPACING. DOOR JAMB OR WINDOW ATTACH TO 7X PER MANUFACTURE6 DETAILS, NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLACK +3 3/4" L�� W TO RLACK +3 3/4" 1441 N. RONALD REAGAN SL LONGWOOD, FL 32760 PH: 407-774-6078 FAX: 407-7744078 ww W.abdeslgngroup.com L AA M: 0003325 a S 4 i1 1 SLJBDIV. & LOT ABBOTT PARK LOT #14 BLK #13 PHASE #4B PROJECT/H 04181.04B-14131 MODELA 3EFB "2447-ROBIE" GARAGE 8WMG: RIGHT PAGE: DETAILS 160 MPH EXP. C Z9 IDANT =: 10/26HEET D3 P llg4DW IED CONTROL JOMT FLANGE OF CONTROL JONTS T BE WRED TIED TO LATH B 9• C.C. MAX (VERTA NOTE, DO NOT FASTEN CONTROL JOINT TO WALL EVEN P STUD EX16T6 BEYOND EXCEPT STAPLES UI/ V LEG MAY BE USED TO TEMP. SECURE CONTROL JOINT DURING INSTALLATION FER6 �\ FA6TETO BE SPACED • T' O.C. MAX VERTICALLY J' THICK 3 COAT C 1E NT PLASTER UM LAYER 4, FORTPISER OIUILOING PAPER APPROVED METAL LATH FASTENED 01' (VERT.)O.0 MAX AT SUPPORTS UVB LAYER -1. STUCCO MIAIP WOOD SHEATHING o+ir n LATH SHALL NOT SE CONTINUOUS r• ro G• MK v ro s• nn THROUGH CONTROL \ JOINTS OUT SHALL BE STOPPED AND TIED AT EACH SIDE. 2X4 BLOCKING PER ASTM CI963 PLACED PLAT MAX 6• TO W \ ST FROM CONTROL JOINT WHEN CONTROL JOINT FALLS ON / STRUCTURAL STUD FASTENERS 1. FOR LATH TO BE NAILS OR— i STAPLES IN C2q'LIANC UV ASTM CW63 r 2. WIRE TIES TO BE (NO. 10) 0jD4lb' WIRE / 3. BLOCKNG INHOUN MAY BE N ADDITION/\ TO WALL STUDS REQUIRED PER PLAN I oi�W6MISS OIPAD WINO • R. A ®PAD OL FAD G4YAIO R.A 7.O EAN G PT. 6 L C'RGAGO r IT. C OLPAD NIWO a IT.A ). CPUA" r ITT. D FAD AF ® L FOLD NWMD • PL A 2. CREAM r PR. #D L CME r IT. w I" IT. c waG Pt. D ILL IT. C TO1ON BOTTOM RANW 011 I. 0 60TTOI PL°N0L WTOIG TIO/R GOAL POLO. QQ 6a=. j' TFIICK 3 GOAT CEMENT PLA6TlR fPfBMld IM 2 COAT COMW PLAWM (OW WIS LAYER V. FORTPIMR BUILDING PAPER (PRA'E (FLY) UM LAYER -1, *TU000 URAPfpK*u OLT) RA66n R,AGIINB (MO NOTE, APPROVED OIUI,DING URAP SMALL BE LAPPED A MINIMUM OF 6- • VERTICAL LAPS (ROLL ENDS) 4 6' • HORIZONTAL LAPS. ALL SEMIS FEED TO Os TAPED MTH POW15ER 61 EATWNG TAPE 1' M"L LAP G MBTAL LATH \ \ LATH VERTICAL LAP TO BE I' JC�7—l� IT METAL LATH UM LAYER M, STUCCO WRAP 't9NP OVt Y / I uRa LAYER 4, POWRBER \BUILDING PAPER I 2 SCALE• 1 VJ LAP eLAPS CP METAL PLASTER DA60 SHALL BE SECURED TO FRAMING MEMBERS. THEY SHALL BE TIED BETUEEN SUPPORTS MTH 004TD-N. 021-MN) MEN AT INTERVALS NOT MORE THAN S' (221-M M). AS PER ASTM Cq3. Q K I C KO U T ham FOR REPAIR OF TONE IN USES 'EABDETAIL MAY ONE I-ATC3 D WANOUSE ~ TAP! PER MANUF. SPEC. OR FEEL N STICK ROOF a i WAYM TOW GOAL (660 OR —eADae DD NOT CIIT) b=U MTALL KIO[OO ILADMM AT BOTIOI OF ROC' 4 tl1ALL NI'BYOCTx11CG UIOOD STUC SNEATFIING PAPER STUCCO ir PLTMI E 3 COAT CEMENT METAL LATH UM LAYER R, FORTFISER SUILONG PAPER WM LAYER -1, STUCCO URAP SHEATHNG LAP - LATN LAP • PAPGR WOOD SHEATHING OR CMU WR5 LAYER "I, STUCCO WRAP (FRAME ONLY) J' THICK, 3 COAT CEMENT PLASTER(FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WRB 4 TAPE OVER ROOF/WALL SCREED 5'X5' 'L' TYPE CONTINUOUS GALV. METAL FLASHING. (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS 5 "L" FLASHING N.T.S. 4'x4' SELF-ADWEERINd. MEM1BRANE g' FLASHING (COMPATIOLE W/ HOUSE 4. IIRAP MATERIAL) OVER APPROVED HOUSE PLA614M TO 111 ONTO PIPE I I' OR PENETRATION itr .! �• i_ CUT 6'xb' SELF-ACNNERIN5 MOIDRANE FLASHNG (COMPATIBLE W HOUSE MlAP MATERIAL) OVER 4'x4• SELF -ADHERING MEMBRANE PLASHMG OVER APPROVED HOUSE URAP. FLAMNNG TO EXTEND ONTO PIPE PLASHING \ CUT AND OVERLAP ONE SIDE OF LF-ADHE]GLEE01 STEP 02 FLASHING RING MET�RAt•E UM LAYER I, STUCCO WRAP 00 LATER -2, FORTFISER BUILDING PAPER METAL LATH WW OELF-ADI#1!!Y MEMBRANE FLASHING OVER 4'x4' SELF -ADHERING MEMBRAWH FLASHING OVER APPROVED ENERS [CLIPo. HOUSE UIBAP. I, STAPLES) AS PLA&IGJG TO EMEND ONTO MIME ED TO SECURE IE TO FRAMING 41M4• SELP-ADHERING MEM®RAME FLASHING OVER APPROVED HOUSE IURAP. PLABMIIG TO EXTEND ONTO PIPE F—INSTALL. %* CONT. BEAD OF SEALANT APPROVED NOU6EURAP AIR N.T.S. ELAbTOMERO COATING OVER STUCCO/ C.V. FINISH (SEE TYP UWLL SECTION) SECTION ExMbr�hn oWhrgw Exteri ae of pordandappfimemplFster GNIIre— wMthe e C 925-1n reQuinnRnte of ASTM C 828LURE. IMhIIG"on ofexterior lethirg and f nwV NR11 comply ,,ft ASTM C 1063-1 Bay or ASTM 1787. TAIL (FRAME) LEGEND DRAINAGE PLANE (WR5 LAYER *I, STUCCO WRAP) WR5 LAYER *2 (FORTIFI5ER ...... — — 5UILDING; PAPER) METAL LATH x—x—x—x STUCCOT'l WOOD OR 7/I6" ZIP WALL SHEATHING 0 SELF-ADHESIVE FLASHING — — — — — — NOTE: METAL LATH: LATH TO 5E PER SECTION R1031.1 / ASTM C-841-14a, MIN, 2.5 L55- PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH:407-774-6078 FAX: 407-7744078 www.abdosigngroup.com AA #: 0003325 a y 9 y� b MEN 4 � 1 BUDDIV. as min- ABBOTT PARK LOT #14 BLK #13 PHASE #4B PROJECT# 04181.04B-14131 MODEIA 3EFB "2447—ROBIE" GARAGE 8WING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C INSTALL 6' 8ELF-ADHERIN4 MEMBRANE FLASHING OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE _ FRAME OF THE EXHAUST. SEQUENCE OF FLASHING TO BE, I. BOTTOM, 2. SIDES, 3. TOP VENT CAP 16 TO BE SET M DIED OF SEALANT AT TOP AND SIDES ONLY. SEALANT 18 TO BE TOOLED 60 AS TO DEFLECT WATER AWAY FROM JOINTS. �X ^ E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL i JOINTS AND INTERSECTIONS 1 ..I;. APPLY SEALANT AT PERIMETER OF BACKER ROD NON -MOVABLE FRAME AND STUCCO ON ALL SIDES. YW CAULKING a JOINT ALL AROUND I PER SECTION R703.7 Exterior lathhw and plaetelWna Exterior use of Portland cement plaster BACKER ROD shall comply with the application requirements of ASTM C 926-18b. X: XInstallation of exterior lathing and framing ' shall comply with ASTM C 1063-19a, or ASTM 1787. WRD LAYER -1, STUCCO WRAP ; HOODED VENT i' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER -2, FORTIFIBER BUILDING PAPER WOOD SHEATHING DRYER VENT (FRAME) WOOD SHEATHING LAYER 9, STUCCO WRAP LAYER 4, FORTIFIBER BUILDING PAPER UX= CONSTUCTION METAL LATH a' CMU VINYL CASING DEAD 6' RAISED SAND 7i' rTOe K•-r-�� men nt 6' ALL WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING Z FLASHING STORE VENEER OVER SCRATCH COAT HORIZONTAL WEEP SCREED 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 1/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-541-14a, MIN. 2.5 LBS. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES FLASHING UNIT PREMANUR DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT • TOP 4 SIDES 0 DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH WALL I 6' SELF ADHESIVE — FLASHING (INSTALL PER MAILF. SPECS) BUILDING PAPER. UNDER 'QUICK FLASH' A VENT PENETRATION SCALE: N T.S. ELEC. METEF VERIFY LO '2F=A I(., ICCCiCIYC STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION f `ELEC. METER FIELD VERIFY LOCATION CONSTRUCTION WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER THICK, 3 COAT CEMENT )6' TO Ye' MID -WALL WEEP SCREED �-6' SELF-ADHESIVE FLASHING WOOD FRAMED WALL HORIZONTAL WEEP SCREED ( FRAME TO FRAME) APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM )R 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 Q ELECTRICAL CONDUIT PENETRATION WOOD SHEATHING LAYER -1, STUCCO WRAP LAYER -2, FORTIFIBER BUILDING PAPER METAL LATH WOODFINISH - TEXTURED CONSTR77t--\, FASTEN TO WOOD STRUCTURAL MEMBER - T OL. MAX 6 cm V TON MID -WALL WpEEP SCREED LJ t* 6' WIDE STRIP DELP ?'- ADHESIVE FLASHING, CLEAN .� MASONRY BEFORE APPLYMG V FINISH - MA9ONRT Q HORIZONTAL WEEP SCREED (FRAME TO BLOCK) 8• WRB LAYER -I, CUT OPENING IN STUCCO WRAP APPROVED HOUSEWRAP FOR BOX INSTALLATION CUT 'X' INTO WRB LAYER'l, SELF -ADHERING t STUCCO WRAP MEMBRANE FLASHING APPLY SELF -ADHERING WOOD SHEATHING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER M STEP #1 STEP #2 APPROVED HOUSEWRAP WRB LAYER M, BELOW STUCCO WRAP CUT SUCH THAT 9 APPLY 6 V M SELF-ADHERING NO MEMBRANE GRADE 'D' FELMT MEMBRANE FLASHING ENTERS BOX, _ OVER APPLY TO FACE SELF -ADHERING EDGE FLASHING OVER APROVED HOUSEWRAP WRB LAYER 4, FORTIFIBER BUILDING PAPER STEP 1*3 STEP #4 APPLY E-Z BEAD OVER 60 MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP #5 STEP #(o @)ELECTRICAL RECEPTACLE OCT 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407.774-6078 FAX: 407-774.4078 www.abdesigngroup.com AA #: 0003325 9 k�k 6 c i $ ll f: 's BTJHDIV. Ae TAT. ABBOTT PARK LOT #14 BLK #13 PHASE #4B PROJECT# 04181.04B-14131 MODEL& 3EFB "2447—ROBIE" GARAGE OWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C WOOD FRAMED• WOOD SHEATHING WALL WALL WRB LAYER -1, STUCCO WRAP SUB -FLOOR DECKING - WOOD WRB LAYER 12, FORTIFIBER - CONSTRUCTION BUILDING PAPER PRE-ENG'D TRUSS 1/4' HAT CHANNEL j- THICK COAT CEMENT WEATI-ERBARRER E W9i' TYPE 'X' DRYWALL PLASTER3 b' SAF. • TOP OF WEEP SCREED WEATHER RESISTIVE - TO SHEATHING BEHIND WEEP SCREED BARRIER 4 WOOD SHEATHING 4' POSITIVE DRAM PI THIC R3 COAT CEMENT - ,\ IiCEP arREeD -- - --- AST \\\ METAL LATH WRB LAYER '1, i STUCCO WRAP \ WOOD SHEATHING i' THICK 3 COAT CEMENT PLASTER _ i' SELF-AM EREG AM66•H14UC-1Sm CUSTOM CASING BEAD FLASHAPPED `\ ING WRWR \\ • TOP OF WEEP SCREED TO SHEATHNG BELOW k ; WRB LAYER 01, 4' POSITIVE DRAIN- \ STUCCO WRAP IIRER OrREEn WRB LAYER Q, FORTIFIBER L - - - - { BUILDING PAPER (SHOWN FOR 1 SEPARATE AC WRB LAYER 9,� ( i' 1 R OF Ci —11 STUCCO WRAP f it 4' POSITIVE DRAM AMIGO 4M66-H1911C-18m 1 2 xRCR SCReen CUSTOM CASING BEAD NO GAP INFIELD —' (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CASING BEAD 10A DTL.® CANT. SCALE: I I/2'•I'-V NOTE: METAL LATH: LATH TO 5E PER SECTION R1031.1 / ASTM C-547-14a, MIN. 2.5 L55. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WOOD CONSTRUCTION WEATHER RESISTIVE BARRIER -1 3/4 RESILIENT �IF15ARRJER WEATHER RESISTIVE HAT CHANNEL '4 `i' THICK 3 COAT CEMENT PLASTER 5/9' TYPE 'X' DRYWALL METAL LATH t PAINTED WOOD SHEATHING FINISHTURED FINISH i' THICK 3 COAT CEMENT (2) 2xI2 HEADER PLASTER VINYL CASING BEAD -/ L NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 11D DRIP EDGE INSTALLATION WOOD CONSTRUCITON -HEATHER RESISTIVE BARRIER 01 -WEATHER RESISTIVE BARRIER 4 THICK 3 COAT CEMENT PLASTER 5/8' TYPE 'X' DRYWALL METAL LATH W/TEXTURED t PAINTED ri- WOOD SHEATHING FINISH i' THICK 3 COAT CEMENT HEADER/BEAM PLASTER VINYL CORNER BEAD c VINYL CORP. 4' POSITIVE DRAIN W=_EP SCREED VINYL CASING BEAD ANO GAP M FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) @MIP EDGE INSTALLATION EXTERIOR GRADE DRY WALL 1, THICK. 3 COAT C OF .Y) 0 CANTILEVER DRIP EDGE LEGEND DRAINAGE PLANE (UURB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER BUILDING PAPER) METAL LATH STUCCO WOOD OR 71/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING 3' X 3' 26 GA. GALV. FINISH LAYER (2 LAYER METAL DRIP EDGE PEEL t STICK) SET IN FULL BED OF 6' PEEL t SEALANT,)y MIN. STICK • DRIP SPACE FROM DRIP EDGE TO FACE TO TREX DECK Yi GAP FOR BACKER I VXI %' P.T. OR SIMULATED ROD t SEALANT WOOD (TREX) FILLER CONTINUOUS VINYL CASING BEAD WATER PROOFING lot WEATHER RESISTIVE LAYER (2 LAYER PEEL t BARRIER 01 STICK) WRAPPED FROM � HEATHER RESISTIVE BALCONY DECK TO. BARRIER 4 CANTILEVER 6' PEEL t STICK • DECK MEMBRANE, DRIP EDGE TO DECK EXTEND OVER DRIP SUB FLOOR EDGE ® 3' X 3' 26 GA GALv. METAL DRIP EDGE •• --••••—•-•XI V P.T. OR SIMULATE SEALANT,)§'MIN. OD (TREX) FILLER SPACE FROM DRIP NTINUOUS FACE TO TREX GAP FOR BACKE VINYL CABING §BEAD D t SEALANT TER PROOFING lot ISH LAYER (2 LATER LAYER ( R t EL t STICK)4 ;THIM STICK) WRAPPED FROM RESILIENT BALCONY DECK TO T CHANNELCANTILEVER THICK 3 COAT CEMENT PLASTER METAL LATH 'X' DRYWALL WOOD SHEATHINGD t PAINTED WEATHER RESISTIVE BARRIER MWEATHER RESISTIVE COAT CEMENT BARRIER 4 VINYL CORNER BEAD 4' POSITIVE DRAIN WEEP SCREED VINYL CASING BEAD NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11 x-x-x-x EDGE INSTALLATION 2x FRAMING MEMBER J' THICK, 3 COAT CEMENT PLASTER 2 1/2' CORNER BEAD FASTENED TO SHEATHING MAX. t4 N LAYER "I, STUCCO WRAP WOOD SHEATHING METAL LATH WRB LAYER 02, FORTIF15ER BUILDING PAPER (14 A)CORNER BEAD Ca? FRAME � 2 1/2' � CORNER BEAD (FASTENER 4 SPACING ® -I' O.G.) CMU 1/2' THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY / � R�CORNER BEAD � BLOCK SHEATHING R RESISTIVE R -1 R RESISTIVE R 'Q pl r m IN ROOF CEMENT I K' X 3' 26 GA GALV. METAL DRIP EDGE Yi GAP FOR BACKER SET IN FULL BED OF ROD t SEALANT SEALANT. N MIN. SPACE FROM DRIP FACE TO TREX HEATHER RESISTIVE VINYL CASING BEAD E\ARRIER .1 WE RESISTIVE WATER PROOFING let `art. BARRIER 4 LAYER (2 LAYER PEEL "' EXTERIOR COLUMN 4 STICK) .Iwr'O"�'f'Iw I'a."w'�'''� COLUMN SHEATHMG WOOD SHEATHING WRB LAYER "I, STUCCO WRAP PEEL t STICK 6' SAF. \ i VxW 'L' FLASHING FLOOR FULLY EMBEDDED IN ROOF CEMENT I Y' X 3' 26 GA GALV. METAL DRIP EDGE SET IN PILL BED OF ®B I x'XI 11' P.T. OR SIMULATED WOOD (TREX) FILLER SPA' MIN. CONTINUOUS C SPACEE FROM DRIP R FACE TO TREX & GAP FOR SEALANT VINYL CASING BEAD OPT. BACKER ROD. WATER PROOFNG lot MODIFIED 9O LAYER (2 LAYER PEEL t 3/4 RESILIENT STICK) WRAPPED FROM HAT CHANNEL BALCONY DECK TO VINYL CASING BEAD CANTILEVER i' THICK 3 COAT CEMENT PLASTER 5/8' TYPE 'X' DRYWALL I ," METAL LATH W/TEXTURED t PAINTED WOOD SHEATHING FINISH i' THICIC, 3 COAT CEMENT 4' POSITIVE DRAIN SCREED PLASTER ._ _WEEP VINYL CORNER BEAD J / (SHOW( FOR CLARIFICATION OF VINYL CASING BEAD SEPARATE ACCESSORIES ONLY BALCONY DRIP 11C EDGE INSTALLATION @ COLUMN !w/"r" TiT.ACT-TTwr_1 WRB LAYER 02, FORTIFIBER BUILDING PAPER METAL LATH ­­11" i' THICK, 3 COAT CEMENT PLASTER 6'SELF-ADHERING FLASHING WINDOW FLANGE WRB•LAYER M, STUCCp WRAP WRB LAYER 02, FORTi BUILDING PAPER — METAL LATH d' THICK 3 COAT CEt PLASTER Fi'SELF -ADHERING FLASHING DRIP CAP WINDOW FLANGE - 15B CASING BEAD ® WINDOW ( FRAME, NO BAND) WOOD SHEATHING: WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER ' METAL LATH (EXPLODED J' THICK„ 3 COAT CEMENT MEW FOR PLASTER CLARITY) 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdeslgngroup.com AA M: 0003325 0 a 6 C a SS.. ti J.: I W F x L Sulmn Ae LOT ABBOTT PARK LOT #14 BLK #13 PHASE #4B PROJECT# 04181.04B-14131 MODEL: 3EFB "2447—ROBIE" GARAGE 8WING: RIGHT PARSE: WALL ASSEMBLY DETAILS N.160 MPH EXP. C L PZUNT 10/26 21 DATE: / SCAL C:1/4' = 1'-0' SHEET WA3 WOOD SMAT14NG WARD LAYER -L — STUCCO WRAP \ WRD LAYER 4, PMP195ER BUILDING PAPER -fir METAL LATH --------- { p THICK 3 COAT CEMENT PLASTER 6'BELF-ADHERNG� FLASHING r- SHEATHING R WRB LAYER N, STUCCO WRAP i WRB LAYER 4, FORTIFISER BUILDING PAPER METAL LATH EXPLODED �� THICK, 3 COAT CEMENT VIEW FOR PLASTER CLARITY) WRB LAYER % &TUOZO WRAP VINYL ANGLED { \ ,BEAD •I i H WINS LAYER 4, POIRTIFIDER BUILDT PAPER .• i METAL LATH " ``• ��� J' THICK 3 COAT PLASTER FLASHING DRIP CAP -` WINDOW FLANGE / CASING BEAD ® WINDOW 15C (FRAME, W/HAND) WOOD SHEATHING METAL. LATH WR6 LAYER -1, STUCCO WRAP WRB LAYER 4, POWIFI15ER BUILDWWG PAPER J' THICK, 3 COAT CEMENT - PLASTER VINYL ANGLED CASING BEAD SHEATHING WRB LAYER M, STUCCO WRAP I WRB LAYER 02, FORTIFIBER BUILDING PAPER 1 METAL LATH (EXPLODED J' THICK, 3 COAT CEMENT VIEW FOR PLASTER CLARITY) CASING BEAD ® RAISED BAND (FRAME) 17A SCALE, 11/2••I'-0' WOOD CONSTRJCTION �— BEYOND WOOD SMAT14M WEATHER RESISTIVE BARRIER WEATHER RESISTIVE , i � \\\ BARRIER 4 ' \ RNG BOARD 4 BATTEN / LL FLASHING ADHERING ` i g, WEATHER RESISTIVE FLASHING \ / \ \ a BARRIER R WEATHER RESISTIVE STARTER STRIP \ \ DARNopti I \ \ y 6' SELF -ADHERING ! � ` FLASHNG \ - GALVD METAL GALYD METAL Z' FLASHING 'Z• FLASHNG HARDIN TRIM PER EE�LLAVATION HELEVATARDIE WN PER \ / OR APPROVGAP E \ 1 CASING SIDING TO STUCCO ® BLOCK TO FRAME 24 TRANSITION Y; GAP TYP ]' THICK 3 COAT CEMENT cASIWG BEAD PLASTER IX TRIM MEMBER TO TRIM METAL LATH • STUCCO TO SIDING TRANSITION WRB LAYER 11, FORTIFISER BUILDING PAPER SIDING- WOOD SHEATHING LAYER 01, \ \ WRB LAYER N, '_O WRAP STUCCO WRAP \— CASING BEAD b' SELF-ADHEREING FLASHING OR PEEL 4 STICK SIDING TO STUCCO 18 ONSS SECTION) CASIG BEAD (CR WOOD SHEATHING WEATHER BARRIER �SISTIVE WEBER RESISTIVE Y�AP SIDING / L R�INGADFIE'RWG STARTER STRIPOR \ \ I \ �FLASHNS. FERRYi WEATHER RESISTIVE WEATHERE R SISTIVE BARRIER .2 6��� RING GALV'D METAL W FLASHING =6 MMEBER � CAS NG p�M I•IEMDERyLgT�p / UIYaOXD�RI I oR AIP OVE SEWOCAULKALANT CASING \ is SIDING TO STUCCO ® BLOCK TO FRAME 9 TRANSITION NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-14®, MIN. 2B LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) BEYOND --_ - . _._ _ 6K'GE HERING WOOD SHEATHING i WEATHER �SISTIVE CARRIER ,� I WEATHER RESISTIVE WEABARRIER 'I TO LAP MIK BARRIER -SISTIVE , � / \ OF W FL�ASHININGrOP RR %i ky' },AP SIDING / vewL I I WEATHER RESISTIVE W RING BARRIER FLASWNG\ 'T WEATHER RESISTIVE \ / BARRIER 9 STARTER STRIP / \ \ I \I \GALVD METAL \ ' ' FLLA6WNG Uft OR ,- G,AL M�''''�R9LWT 1NIIEOAP IW 6T1lR7 r' _ ` 60 MIN. ABOVE TOP OF •Z' PLASHING E-Z DEAD VINYL OAAM ` Y' X 6' 61MULA7ED !BW/!fi' FLEXIBLE PVO / , WEOD TRIM MEMBER R ROD) \ / ' SELF -ADHERING 6' 6ELP-ADHERING I I I PLASHING 7NL.48HRIG \\GAP ` , CEMEh(T pLAS�TERT \ I OR APPROVET WEATHER \ `i- WEATHER RESISTIVE BARRIER q WEATHER RESISTIVE E-Z PJEAD VINYL CASING BARRIER 2 (W!i' REXIBLE PVC BAOQR ROD) SIDING TO STUCCO �R PE61STIVE ® FRAME TO FRAME 19 TRANSITION THICK, 3 COAT CEMENT SEALANT PLASTER METAL LATH WINDOW FRAME ,( .-,- WRB LAYER 62, FORTIFIBER M BUILDING PAPER E-Z3�BEAD VINYL CASING (W/q3' FLEXIBLE PVC BACKER ROD) WRB LAYER 01, STUCCO WRAP, WRAPPED AROUND FRAMING MEMBER 6' SELF ADHESIVE FLASHING WOOD SHEATHING 2X FRAMING —� MEMBER1/\ DETAIL BELOW EXPLODED FOR CLARITY Y4' GAP TYP —j' THICK, 3 COAT CEMENT /CASING BEAD PLASTER SEALANT— ( TO WINDOW METAL LATH ///­ LBUILDING UOBOD SHEATHING A ERLAYER 02, RTIFIBER WINDOW FRAME I I IxAl i WRB LAYER "I, ; STUCCO WRAP i 1 6' WIDE PEEL s STICK OVER FLANGE WINDOW FLANGE I E-Z BEAD VINYL CASING 2X FRAMING (W/V FLEXIBLE PVC BACKER ROD) I MEMBER -APPLY FULL BED OF SEALANT BETWEEN FLANGE 4 BUILDING WRAP BUILDING ' WRAP -------------------------------------------------------------------------------------------- ( EZ BEAD WINDOW CASING LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 62 (FORTIFIBER — — — • — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR l/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — 1441 Ni RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 C g > USDIV. ae )LOT ABBOTT PARK LOT #14 BLK #13 PHASE #4B PROJECT# 04181.04B-14131 MODEI j 3EFB "2447-ROBIE" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS %160 MPH EXP. C f D TE NT 10/28/21 JMET WA4 AVARAINA tam E OVLD P RLY THE V—L 1',S'AND 1LY I PI ISSEA ED W IJID IN ACE AL#iNE- VENTPIPEISSEALED SIpWN IN I'OALVANI2ED OCIFNAILINPLACE USING AT EACH CORNER. ROORNOARCEhaFNT CORNER, SIpIAD BE APPLIED TO All SHINGLE EDGES NEAR THE BE APPLIED THE OUTEREDGEANDAEVERDTHEEHEN PERSNEIER AS OUTT¢ GOOSENECK VENT OPENING IN THE RECq.MENDED IN SEVERE NFATHER COl4TAL SHEATHING. SIZE THE OPENING IN ACC THE CONSRtUCTION ZOPES. AACN-VE CHART SHOWN. INTHE EVENT IN ACCORDANVENTFANIS USED, 512E THE VENT ACCORDANCE RE-S PIOIN VENT FAN MANUFACTURE'S PIPING CONNECTION INSTRUCTIONS. OD NOT CUT INTO TRUSSES OR RAFTERS MEN CLITTNO THE OP�ENN@D IN THE ROOF. �E O�EV INIERFERIND SHINOIF M. MOIMD THE PERIMETER OF THE OPENING 5p'fHNTTHE NNLING PLAI'IGE THE VENT LAYS FLAT TO THE ROOF SHEATHING. SLIDE THE TH TOP AND SLOE FLANGES OF THE VENTFL AND UNDER GLE INVENT FIANDE9 TO LAY ON TH TOPOALLOWMOLEE. 11iE TOP OF THE SHINGLES. IF ROOF HOOD VENT DETAIL 9(.ALe, NT CUT MOuSEW AT N- ANSLE APPRDND HOLRCN LAP OVER WEATHING OVER LLD STUD WALL STEP 1 NSTALL Y SELF-ADHERSIS NALING RAtlE AT JAMSS EXTEND FLASIH r BELOW 1• BELOW SILL \7/\ FLEXIBLE K ASIINM DO NOT SCSI BOTTOM FN STEP 6 +e• TerFDleAlat.Y FOLD -UP 1 SEC HOUSCU.ISAF (O TACK FLAP UPC At LEAD FOLD Houm N AT JAMBS H SLOPE SILL R RASING (NTH END DAMS)NAILING SELF-AMORM PLASHING P MN BEYOND JAYS FLASHING INSTALL VINYL OW CAP ASPHALT PLASTIC CEMENT MOLDED ARWND IVAE OF PIPE AND OVER FTANGE NIGH FLASHING YM INT. EDGE OF SILL P.O. FICHwi1CALLY FAITM PAVED EDGES. (CATP NAILS. STAPLES) INSTAL OUPIONT PLEXIWAP AS TH PLA6141144 AT M row MCUOEUNAP Do1w S TAPE DIAGONAL CUT . ACROSS HEAD a WINDOW MN PLUMBING VENT DETAILS INSTALL S' SIDE ADHESIVE - BACxED P "01.E FLASW MATERIAL OVER DRIP CAP JOINT(PRDTECTO-URAP ET-20XL a EOW V) STEP 7 "`i�o STEP 8 `4� WINDOW FLASHING INSTALLATION DETAILS (FULL WRAP) SCALE: NTS 38' WIDE VALLEY FLASHING SIM OR HEAVIER FELT UNOERI.AYMENT ASPHALT ROOFING CEIAENT ROOF VALLEY DETAIL SCALE, PITS AFPLY OOI 142U (O EQUAL)SEALANT , FLUID APFLIED FLASHING (LANCO WHITE -SEAL M-SI OR EOIIALA SLOPE SILL TO EX I. IT IS THE CONTACTORS RESFCNSISILTY TO VERIFY T E COI'PATIDILITT OF ALL PRODUCTS NCLUD HOU601 RAP. SEALANTS A SELF-ADIER M FLASHING MATEMAL , USED DWIG CGNSTRUCTWX 2. INSTALL ALL MATERIALS PER MAIIFACTIYLEILS NITTEN SFECFJCATIONS SEALANTS MAY REACT ADVERSELY IF NOT COMPATIELE. B AN AND SEAL JAMB TO SILL IONTS WITH 1191FOLLOWING COMPLETION OFRIOR RETROFIT WOW, REPAIR SCHEME SWOON SHALL DE IMPLEMENTED AT ALL WNDOM WITH EVIDENCE OF WATER INTRWEION BELOW THE WINDOW OPENING AL INTERIOR PERIMTER OF WINDOW WITH SEALAIT L IT R THE CONTACTORS RESFONSSILTY TO VERIFY TPE CCI'PATIICILITY OF ALL PRODUCTS 14CLIM4 SEALANTS 4 SSLF-ADHWYa R-A000 MATERIALS tum OUIING CONSTIMICTICK 2. PLASNNG AT EXTERIOR WINDOWS AND DOOR OPENIN(30 SHALL EE INSTALLED N ACCORDANCE WITH MANPACTWEWS INSTALLATION INSTRICTIONS AND APPROVED METHOD U OF FBC R103A U N ACCORDANCE NTH FENESTRATION MAN IPACIWRS INSTALLATION AND PLANING ►MTRICTIOIS). WAINNIN& SEALANTS MAY REACT ADVERSELY F NOT WALL FLASHING INSTALLATION DETAIL (MASONRY) SCALE, NTS 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32750 PH: 407.774-SOTS FAX: 407-7744078 www.abdosigngroup.DDm AA S: 1003325 14 O CFa C ausSm a. LOT ABBOTT PARK LOT #14 BLK #13 PHASE #4B PROJECT* 04181.04E-14131 MODEL: 3EFB "2447—ROBIE" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C 2 � 42 D TE 10/26/21 SCALE:I/4" = 1"-0" SHEET WA5 V8' TEXTURED FINISH 0 WOOD, / \ 1/2' TEXTURED -. -_-- .--- ---- - ---- /z17--- { 2x�o SUB-BAN� FINISH G'IU ... : • •... ; x x x W/I'x4' NOTCH METAL LATH / - END, WRAPPED IN x x x x x PEEL STICK METAL FASCIA WRAP WOOD SHEATHING x x x x x x OR Cmu t EDGE 1\ WRB LAYER 01, STUCCO WRAP (FRAME ONLY) x x x x x x x x x x x x x x x x x x \\ 1 - --� I = WRB LAYER 42, FORTIRBER BUILDING PAPER' x x x x x x x x x x x x x I 118'(FRAME ONLY) FRAME OR CMU \ I FINISH A WOOD I \ 1/2' TEXTURED \ \ \ 2x6 sue BAND "� ROOFING CEMENT x x x x x x x x x x x x x x x x x x x x x FELT PAPER FINISH m CMU \\ `r x x x x x x x x x x <� \ DRIP EDGE ts-DRIP EDGE METAL FASCIA WRAP Ye' FROM \ METAL KICK OUT x x x x x x x x (REFERENCE POINT ONLY. FOR WALL OFF f STUCCO, I' FROM WOOD WALL \\ \ x : ' SET OF COMPONENTS) EXTERIOR WALL (FRAME OR CMU) \\ METAL FLASHING, WRAPPED a \ \ MIN.Ya" ABOVE BOTTOM OF NOTE: NOTCH FOR 2X6 \\ DRIP EDGE SUB BAND ONLY ROOF KICK OUT REMOVED 2x SUB-BANp FOR CLARITY W/11(e'x4' NOTCH END, WRAPPED IN _ ROOF DECK (BEYOND) PEEL 4 STICK DRIP EDGE, I' OFF WALL ROOF CEMENT +a NOT INTO STUCCO) 00 ROOF EDGE OMITTED FOR 11/8' TEXTURED FINISH CLARITY %FWIONISDH crluxruRED SUB BAND DETAIL ® WALL / 2x6 SUB -BAND W/1'x4' NOTCH END, WRAPPED IN PEEL 4 STICK ®ELEVATION METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL .3• x x x x x x x x �4• 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 FRAME OR CMU PRE-ENG'D TRUSS TO BE CUT ® x x x x x x x x x x x x x WALL KICK -OUT FLASHING WALL LINE TO AVOID CONTACT x x x x x x x x x x x FELT PAPER W/TEXTURED FINISH x x x x x x x x x x 2'x4'x4'-0' x x x x x x x x x x DRIP EDGE SCABBED TO TRUSS x x x x x x x x W/12d NAILS 6'-8' x x x x x (REFERENCE POINT O.C. MAX. x ONLY FOR WALL OFF SET OF COMPONENTS) 2x SUB -BAND WAS"x4' NOTCH ®END -' METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB-BANp METAL FASCIA WRAP W/U�e'x4' NOTCH 9 /� ©PL,4N A END, WRAPPED IN PEEL 4 STICK DRIP EDGE EXTERIOR WALL -ROOF CEMENT (FRAME OR CMU) ROOF EDGE OMITTED FOR SUB BAND DETAIL ® WALL CLARITY W/KICK—OUT 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407.774-4078 www.abdosigngroup.com AA M: 0003326 y � a o � � ABBOTT PARK LOT #14 BLK #13 PHASE #4B PROJECT# 04181.04B-14131 MODEU 3EFB "2447-ROBIE" GARAGE 8WING: RIGHT PAGE: WALL ASSEMBLY DETAILS: SUB —BAND 160 MPH EXP. C PRINT DATE: 10 28 21 SCAIM::1/44' = 1'-0' S dd A6 '-2" 10'-0" 29'•8" 181-6" TE•1 — — — — —1 25'-2" T-6" '-0 4" CONC. TOP OF m _ a SLAB SLAB \ w I O � Ir 11 m Q 3 _ FAM18x18 , r T FM-18x18 i I EXTEND SLAB 1 1/2" 1 I I 4 , i i I 1.1 1.1 i 14'-10" 1A I 1.1 I I Iq 4 N i XI LL n N CW-12x12 •J 11 F-24x24 13•-6" 11 1.1 °D 12 4„ PVC—i CHASE tl o D'a\111 TOP OF I ao I I� LL SLAB 1 ELEC. CONDUIT FOR KITCHEN i U tJ ISLAND 11c I O p - 1A 14'_9„ 8'_S' 2-l" 1'. 4--l" UP TO 2ND FLOOR I (FIELD VERIFY ap EXACT LOCATION) i v I 8 I 4.2" 12-0 13 -6 11 F-24x24 F-24x2 iv EXTEND SLAB 1 1/2" r — — —r (WC 12x12 J III $ I I I . 18 I °° 3' „ 9 q I N I I t0,�4.,I 8,_0„ 13,,1., I'x s1n) N iv (�I 8 I o I m I l0 EXTEND I I I y a: z I w LLI SLAB11/2" O LFM-16x18 J `r rnl y 2 1A `_ „ 11 SIM 7 vz„ x Y N 3' 0" LL N 3' 5" 3' 3" FMG16X18 FMC-I OX18 FM-18x18 FM•12x1g— Y El 1'4" 7'4" 1'-4" 2'-0" i 6'-0" T2'-O" 20'-0" 29'-8" FOUNDATION PLAN SCALE: 114 - V-0" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS, SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS, 2. TOP OF FINISHED SLAB SHALL BE +4-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +4-0", SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS, 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.131 NDICATES #5 BAR, OINDICATES #6 BAR,MNDICATES #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 402/602-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 402/602-16, USING: Pm = 2,000 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER i OF SLAB SUPPORTED 3'-0" O/C MAX. SEE PLAN FOR W WM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 7th EDITION SLAB SCHEDULE SLAB THICKNESS I REINF. REMARKS 64 W 1.4xW1.4 OVER GENERAL 3 1/2" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY. MARK I WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FM-12x18 17' CONTINUOUS 18" - (2)#6's FM-1-&18 16, CONTINUOUS te, - ) - (+Hy'-0•• FMC-1608 18" CONTINUOUS 18" - O 's VARIES CW-12x12 12, SEE PLAN 17' - () s - (+)p••-0•• CWC-1202 12" SEE PLAN 12, - s VARIES TE-2 12" SEE PLAN 8" - () #Fs F-24x24 24" 24" 12' ( s 2) 's TE-1 8" SEE PLAN 8" - (21 s 1441 N. RONALD REAGAN BL LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 i D4 kk 6 O 64 ut 03 — ') SL7HDIV. & LOT: ABBOTT PARK LOT #14 BLK #13 PHASE #4B PROJECT# 04181.04B-14131 MODELa 3EFB "2447- ROBIE" GARAGE SMINO: RIGHT PAGE: FOUNDATION PLAN 160 MPH EXP. C 129 DRINT ATA-. 10/26/ SCA X:1/4' - 1'-0" SHEET sl MIN. EACH WAY MONOLITHIC FOOTING i }} STEEL REINFORCING IN GROUTED i STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND �. u ° • • c CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS -> g SPACING REQUIREMENTS • v GARAGE DOOR �'—,r _.—•• r RECESS ib S w I• w $� �w� °' FM m 8" CMU WALL 8" CMU WALL I • f CORNER BARS, SAME SIZE AS LARGER BAR FOUNDATION LEG I w� w B• 6 z +- 0'-0' • _ I IN WITH 30" EACH IF w m '� 0-O ° - TOP OF SLAB . ,-,II WAY AT ALL CHANGES IN DIRECTIONS SO THAT THE STEEL REINF, IS CONTINUOUS a• TOP OF SLAB -. - MATCH AMOUNT OF CONTINUOUS BARS CURB FOR SEE SLAB SCHEDULE a BAR SIZE 48 BAR DIA.EXT. PORCH SLAB 4"CHAMFER (1-STORY) -'VARIES °SEE PORCH SLAB SLAB SCHEDULE TOP OF GARAGE 7AND - g CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE Tb. MASONRY UNITS SET AT ELEV: #39"EXT. 6" CHAMFER (2STORY) ISOLATION CHAMFER(iSTORY) CHAMFER (2-STORY)JOINT(WHERE 0'-0"W/l/2'ISOLATION •.< #4 24"JOINT(WHERE JO NT APPLICABLE) i SEE SCHEDULE #5 30" APPLICABLE) E SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING FOR WSD, BAR SIZE # 6 36' ZNhD, 5BAR BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AND BAR QUANTITY QUAN71TY NUMBER OF BARS (IS. 2 TO 3, PROVIDE 2 BARS), UNO #7 1 42' XTERIOR MONO —FOOTING EXTERIOR MONO —FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 scALE:3a"=r-a' 2 GARAGE CORNER BARS DETAIL DOOR OPENING SCALE. 3/4"=V-a' SCALE: 3/4"=1'-0" (1) #5 REBAR VERTICALLY W/ CONC. POURED CELL LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON a_ 8" CMU NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/PLAN gLPR,BEBAR @24" O.C. CENTER OF 2x4 OR 2z6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE 2 s 2" CAPPED ( PLANS FOR SPACING. SINGLE GALVANIZED PIPE W/FLANGE C BASE = NEW REINF. BAR SECURED W/ 2- PART o BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SECURE ST. PLATE TO — 5 EPDXY. MIN. EMBED I SLAB W/tDd MASONRY >� 8', UNO NAIL 1Z' O/C STAGGERED. a FOLLOW ALL MANF. ADDITIONAL METAL FOR SPEip CONNECTORS NOT II,°°.8d•' 4" CONC., REINF. W/ SECURE FLANGE TO USECIDCATIONS I REQUIRED WHEN NO $ � ° 6'k6" #10 WWM ON SLAB W/(4)1/4" X 21/4" i � PREPARATION OF 0 4- 4' y UPLIFT IS PRESENT. 1 6-MIL POLY ETHYLENE TAPCONS HOLE. w - SEE SLAB SCHEDULE w VAPOR BARRIER ON L-p i a WELL -COMPACTED 4�0� +-D'-0" CLEAN FILL TERMITE TOP OF SLAB - TREATMENT TREATMENT SHALL BEBOR— c a •; 4" CHAMFER (1STORY) �— �- (2)CONT. #4 REBAR 6" CHAMFER (2STORY) •`L `.•' (2)#5 REBAR ON CHAIRS EQ.EQ SCHEDULE 12" MIN. DEPTH INTO VIRGIN OR ENGINEERED SOIL " z 2,000 PSF VIRGIN SOIL OR 95% � p COMPACTED SOIL 5 BOLLARD SCALE 34"=''-0' FOR D, BAR SIZE Wx AND BAR QUANTITY SLAB HEIGHT LESS THAN 3'S PER PLAN ADDING BAR TO INTERIOR CURB FOUNDATION WOOD WALL EXTERIOR MONO DEEP MONOLITHIC FOUNDATION 8 6DAF:3/<"=,'-0 (NO UPLIFT) FOOTING W/ BLOCK WALL �.. 1A SCALE: 3/4"=1'-0" LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT — STEEL REINFORCING IN GROUTED LAP TO OCCUR OVER STUD OF WALL W/ PLAN CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE i PLANS FOR SPACING. SINGLE s BTM. PLATE TO BE PT. SECURE BT. PLATE TO 5 a PROVIDE DBL TOP PLATE SLAB W/10d MASONRY NAIL c 12' O/C STAGGERED. ADDITIONAL METAL u CONNECTORS NOT w REQUIRED WHEN NO �i B" CMU WALL UPLIFT IS PRESENT. POURED LINTEL CONT. (TYP.) - +- Ol •' 8" CMU FILLED CELL (TYP.I ,r#: - ._ .° TOP OF SLAB �~ SEE SLAB SCHEDULE I°. 2X WALL FRAMING BEE SLAB SCHEDULE 10DIA. SIMPSON STB2 BOLTS 5' O TOP OF SLAB a• n MINIMUM EMBEDMENT INTO i "ISOLATED" COLUMN PAD GROUTED CELL, 4" FROM ENDS AND b 4 CENTERED UNDER WALL AND 16" O.C. VERTICALLY MAX - POURED MONOLITHICALLY WITH •� „ -- - FOUNDATION AND SLAB SEE SCHEDULE SEE SCHEDULE FOR NkD, BAR SIZE AND BAR QUANTITY I' FOR NxD, BAR SIZE . / AND BAR QUANTITY /AL �1INTERIOR FOUNDATION WOOD WALL JI COMBINED EXTERIOR MONO— INTERIOR FRAME BRIG WALL TO .7 SCALE:3/4"=1•-U' FOOTING AND COL. PAD BLOCK WALL CONNECTION (NO UPLIFT) 10 SCALE: 3/4"=1'-0" 11 SCALE: 3/4"=1'-0" d N. RONALD REAGAN Bl LONGWOOD,FL32750 PH:407.774-6078 FAX: 407-774-4078 www.abdosigngroup.com AA #: 0003325 IIa yp G �k Z 2 4 cb O a 1 H W Q sVHDM de LOOT ABBOTT PARK LOT #14 BLK #13 PHASE #4B PROJECT# 04181.04B-14131 MODELa 3EFB "2447— ROBIE" GARAGE OWWO: RIGHT PAGE: DETAILS 160 MPH EXP. C D F-PM 10/26/21 SCALE:1/4" = 1'-0" SHEET St. STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND REQUIREMENTS STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND MIN. 10' TREAD NNN' NOSE _ SPACING REQUIREMENTS o8" CMU WALL z _ PAVERS i14 REBAR (TYP.) 0-0 f4 8" CMUWALL 0-0' TOP OF SLAB - TOP OF SLAB LSPSAG m r SLAB SCHEDULE a 1/21, RADIUS OR SEE SLAB SCHEDULE CHAMFER - r-� c •.�. �4° TOP OF SLAB ° BE SCHEDULE W .� � FOR MD. BAR SIZE a • r AND BAR QUANTITY � z Fg� ° • ^ a�:a °��' °r SEE SCHEDULE m EQ. EQ. SEE SCHEDULE FOR WAD, BAR SIZE AND BAR QUANTITY FOR V.., BAR SIZE AND BAR QUANTITY TRENCH FOOTING EXTERIOR STAIR DETAIL INTERIOR CURB FOUNDATION CMU WALL INTERIOR FOUNDATION CMU WALL 1 n G AT ALL PAVER AREAS SCALE: 1 2"=1'-0" SCALE' 12 =1'-0" SCALE: 3/4"=1'-U' SCALE: 3 4"=1'-0 LAP TOP PLATE A MIN. OF 48' AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN PROVIDE BLOCKING STEEL REINFORCING IN GROUTED 2x4 OR 2x6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE f CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS PLANS FOR SPACING. SINGLE BTM, PLATE TO BE PT. SECURE ST. PLATE TO SLAB W/ PROVIDE DBL. TOP PLATE 12"x9" WEDGE ANCHOR W/ Z' WASHER SET IN HIGH STRENGTH S EPDXY 5-1/2" EMBED. MIN. Q 16' SIMPSON SPH4 OR SPH6 OC MAX. BTM AND TOP PLATE b i 8" CMU WALL ANCHORS W/ 10d x 1 1/7' +- 0'-0" COMMON NAILS FILL ALL/' ~� ��~ TOP OF SLAB - 4 TOP OF SLAB HOLES, DO NOT USE 1Dd ! ° - ° x I.. SEE SLAB SCHEDULE +. 0'-(Y' EXT. PORCH SLAB < i SEE SLAB SCHEDULE 4" CHAMFER (1-STORV) BAR SIZE 48 BAR DIA. 18 z o " a ° a TOP OF SLAB 1/T' ISOLATION 6" CHAMFER (2STORY) o - . Jo JOINT (WHERE • #4 24" . APPLICABLE) i MATCH STEEL #5 30" ° -• 6"PVC CHASE f REINFORCEMENT k *6 THRU FOOTING PER SCHEDULE #7 42' 6"PVC CHASE THRU FOOTING SEE SCHEDULE FOR-0. BAR SIZE MATCH STEEL AND BAR QUANnTY SEE SCHEDULE REINFORCEMENT FOR ABAR SIZE PER SCHEDULE AND B TTY BARRQUAN PVC CHASE INTERIOR FOUNDATION WOOD WALL THRU FOOTING 5 SCALE:34"=1'-0 (W� UPLIFT) SCALE: 11-1'-0" Q� 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-7746078 FAX 407-774-4078 www.abdesigngroup.com L AA #: 0003325 b a ivlp y aUBDIV. & LOT ABBOTT PARK LOT #14 BLK #13 PHASE #4B PROJECT# 04161.04E-14131 MODMIi 3EFB "2447-ROBIE" GARAGE OWING: RIGHT PAGE: DETAILS 160 MPH EXP. C DAPE: 10/26/21 BCAIX:1/4" = f-0" GHEE- si.1B FIRST FLOOR DOWEL PLAN SCALE: 114 - V-0" 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 wwwabdesigngroup.com L AA M 0003326 k a C Zl 6 2 04 J OO 0 y 19L78DIV. a LAT1*1 ABBOTT PARK LOT #14 BLK #13 PHASE #4B PROJECT 04181.04B-14131 MODELe 3EFB "2447— ROBIE" GARAGE SViING: RIGHT PAGE: FIRST FLOOR DOWEL PLAN 160 MPH EXP,C VT DA E 10/28/21 SCALM i/4" = i'_p" SHEET s1.2 TIE VERTICAL REBAR TO HORIZATIONAL REBAR W/ 10" HOOK GROUTED BOND BEAM TIE VERTICAL REBAR VARIES PER ELEV. a. T —a— • ° ° TO HORIZONTAL REBAR W/10"HOOK i � a . - • GROUTED BOND BEAM a VARIES PER ELEV. ° • I a•° #5 BARS 'I 10' HOOK - � mo 8 CLEAN OUT REQUIRED z FOR INSPECTION o 0'-0" FIN. FUR. -� TIETVERTICAL REBAR TO HORIZONTAL °i Eli - REBAR W/ 19' HOOK BAR SIZE 48 BAR DIA. J� • i b o #3 18" #4 24" #s 3a' CMU UNIT DIMENSIONS b ARE NOMINAL SIZES BAR SIZE 48 BAR DIA. OFFSET METHOD CONTINUOUS HORIZONTAL/VERTICAL � HORIZONTALIVERTICAL METHOD #4 24' #5 30" g/ MASONRY SYMBOLS * 3 SCALE:3/4"=1'-a' REINFORCING n REINFORCING 4; 47• � SCALE: 3/4"=1'-0" a I NEW REINF. BAR oN SECURED W/2-PART a EPDXY. MIN. EMBED I g B", UNO FOLLOW ALL MANF. rcI SPECIFICATIONS FOR i USE AND PREPARATION OF HOLE. a STEEL REINF. OF BOND.BEAM ADDING BAR TO BOND BEAM 4 SCALE: 3/4"=1'-0" QCT 1441 N. RONALD REAGAN Bl LONGWOOD, FL32750 PH: 407-774-6078 FAX 407-774-4078 www.abdesigngroup.com l AA #: 0003326 b KK b a 1 eunDiv. ae X.0 ABBOTT PARK LOT #14 BLK #13 PHASE #4B PROJECT# 04181.04B-14131 MODEr.4 3EFB "2447—ROBIE" GARAGE 391IIIIIiNG: RIGHT PAGE: DETAILS 160 MPH EXP. C mmm DAtmT 10/28/21 BCALE:1/4' = 1'-0* Isl-mzT 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" HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HOG 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. 8. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILT] X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER C 18" 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 SIZE S DE8CRIPT90N REMARK iD (2) 2XS 22) (2) 2X12 BEAM SCHEDULE RZIUM 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 (gip �H, REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING B81 MASONRY 3000 Sxt6 (1)#5 (1)#5 N/A GROUTED SOLID BB2 MASONRY 3000 8x8 (1)#5 N/A GROUTED SOLID SEE SHEET S2.2A FOR SAFE LOAD TABLES FIRST FLOOR LIFT BEAM PLAN SCALE: 1/4" = 1'-0" 1441 N. RONALD REAGAN SL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.com AA #: 0003325 V y kk o sU13DIV. as LOOT ABBOTT PARK LAT #14 BLK #13 PHASE #4B PROJECT# 04181.04B-14131 MODELS 3EFB "2447—ROBIE" GARAGE 8WING: RIGHT PAGE: FIRST FLOOR LIFT BEAM PLAN AND NOTES %160 MPH EXP. C 29 ]DATE: 10/26/21 SCAL.E:1/4• = 1'-0* sKEET s2 NOTES TO THE INSPECTOR/CONTRACTOR TYP. B'x&' o 1. PLACE LINTEL ACROSS TOP OF OPENING, BOND BEAM 1#$ 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 10� ' #5 CORNER BAR W/ 30' LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10' HOOK 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING PLACE STEEL HEIGHT. REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYR 8'k161 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. _ , / s tT��a hp 8. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16' DEEP. l o / pgs' hEP 8xl6 DBL BOND TOP OF 4 9 BEAM W1(1) #5 BAR BOND BEAM / EACH COURSE • BON5 W8BABEAM TOP OF 30' TYPICAL #5 BAR IN BOND BEAM • ��`Np BOND BEAM (1) # Of oP F = FILLED W1 GROUT t� U =UNFILLED GROUT SOLID FROMTOP NOMINAL LINTEL TO TOP OF BO00 OPENING WIDTH # OF #5'S, IN 2ND BOND BEAM, IF FILLED LINT BEAM COURSE NOTE 5 �/c pSEE 8x8 PRE -CAST CONCR 16-1 T/1 JOF p NOMINAL�� LINTELW/(B BARMASONRY pEh LENGTH BAR=WIITISTHISENGINEER'SINTENT CORNER HEIGHT #OF#5'S, TOP - BOND BEAM COURSE ORE"'NG-7'BEAM DESIGNATION REINFORCING OF BOND BEAM THATXFXX-1T/1MIUB INDICATES ADOUBLE SONDBEAM #OF#5'S, BOTTOM 8x8 PRE -CAST CONCRAND XFXX-1T/OMNBINDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (LIT ISTHIS ENGINEER'S INTENT TO PLAN FOR LOCATI AND XUXX- iTl1 M/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TOP LINTEL OF OPENING AND XUXX-1TNM/GB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL SINGLE BOND BEAM AT HIGHER ELEVATION WINDOW SINGLE BOND BEAM AT LOWER ELEVATION #5 BAR BENT ASSHOWN PRE -CAST <31kP' WINDOW SILL Z v SLOPE OPEN FACE SHELL SO AS TO ALLOW BENT BAR TO BE PLACED IN UPPER AND LOWER #5 MIN. REQUIRED IN BOND BEAM EACH CELL HOOKED IN TOP BOND BEAM W/ STANDARD ACI HOOK TYPICAL MASONRY WINDOW CORNER BARS SILL CONSTRUCTION `► AT CORNER STEP SCALE: SCALE: 1 in"=1'-d' i PROVIDE 3" DIA HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL. > I — ' SINGLE #5 CORNER ° O Yoh II I / BAR, 30° TURNED Up OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM 8x8 CMU PIER I I / W/ SINGLE OR DOUBLE REINF. BAR(% SEE PLAN. ENSURE THAT PIER GROUTS BENEATH LINTEL PROVIDE #5 BAR AT EACH SIDE STEEL REINF. OF OF ELEVATION BOND. BEAM CHANGE CHANGE IN ELEVATION OF BOND BEAM 7 SCALE: 3/4"=1'-0' SINGLE LINTEL, MULTIPLE OPENINGS scALE:34"=r-a 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdosigngroup.com L AA #: 0003326 C �rOj O C F EVSDM & LAT ABBOTT PARK LOT #14 BLK #13 PHASE #4B PROJECT* 04MI.00-14131 MODELc 3EFB "2447—ROBIE" GARAGE 87111ING: RIGHT PAGE: DETAILS 160 MPH EXP. C 202 DATE 10/26/21 BCAr.E:1/4" = 1'—O" 81-m'" 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 LOAD SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH BU8 618-08 1T e- 1T IT/De IT/06 AT/08 TYPE LENGTH 8/8 PLAIN 8/8 SOLID TYPE LENGTH ele 1r eMe tt eno 1r alz4 lr Brsa 1r e�3z-1T era1B 10-rr/1 1VI 1T/1 1Tr18 -lT/1 8/8-V 8116.2T 5r2D- r &24-ZT 8r28.2T 8132-2T T-W PRECAST 1436 952 3114 4217 5321 6428 7531 3'-6" PRECAST 689 1024 Y-6" PRECAST 1569 3524 4304 5263 6132 7001 2� 0113 8385 7708 9031 10000 1569 3524 4394 5283 6132 7001 4'-W PRECAST 1065 700 2305 3125 3945 47e5 `57 4'-0" PRECAST 514 763 4'-0" PRECAST 1363 3080 3815 4570 5325 GM 1961 6113 7192 6524 7627 8751 1363 3080 3815 4570 5325 8079 4'-6" PRECAST 819 533 1770 2400 3033 3805 4300 V-S" PRECAST 398 591 4'-r PRECAST 1207 2582 3375 4043 4711 5379 1825 5743 7547 6752 6541 7585 1207 2707 1 3375 4043 4711 5379 5' 4" PRECAST 931 1247 1999 25M 3123 36M 4249 5' d" PRECAST 411 411 VA" PRECAST 1018 1806 2374 2944 3613 4084 1319 4460 7196 7342 5780 6259 1016 2276 2e38 3399 3961 4084 5'-10' PRECAST 817 1024 1831 2090 2549 3D09 3470 5'-10" PRECAST 340 339 5'-10' PRECAST 909 1499 1971 2443 2915 3387 1161 3093 5877 8036 8548 5778 9R 2080 250 3107 3620 4133 6'46" PRECAST 692 1139 3227 3031 3707 4383 5D61 6'-6" PRECAST 410 721 V-6" PRECAST on 1201 1578 1965 2332 2709 1139 3227 4598 7054 10000 8825 835 lose 2329 2790 3251 3712 T 8" PRECAST 570 936 2498 2205 2898 3191 3685 T$" PRECAST 303 534 T 8" PRECAST 716 900 1161 1462 1743 2025 2� 3408 4864 7067 5472 727 1d24 2025 2426 2827 3226 9'-4" PRECAST 428 03 1503 2204 2481 2818 2621 9 �" PRECAST 192 384 9'-4" PRECAST 454 see 767 go1120 1310 8n 1674 2298 3081 4099 4899 S72 1318 1643 190 2104 2519 10' 6" PRECAST 388 407 1247 1767 1904 2163 2020 10' 6° PRECAST 151 301 10' B' PRECAST 356 468 012 756 899 1042 650 1407 1N7 2781 3222 3784 504 1180 1472 1783 1710 198g ill -IV PRECAST 330 544 1312 1742 2252 28M 3530 1114• PRECAST 132 417 1114• PRECAST 430 405 530 553 M 872 544 1312 1742 2262 2888 3552 488 1042 1372 1843 1470 1710 12'-0" PRECAST 308 507 1210 1590 2048 2586 3191 12'-0• PRECAST 111 370 12-0" PRECAST 383 386 476 587 89a 7e3 507 1210 1596 2048 2688 3171 440 940 1300 1680 1314 1478 13'-4" PRECAST 270 433 1045 1366 1732 2167 2635 13'�' PRECAST 82 298 13' 4" PRECAST 308 303 393 484 575 $45 4% 1045 1366 1732 2316 2805 396 780 1067 1312 1071 1209 14'-0" PRECAST 254 388 978 1272 1808 19s8 2279 14'-0" PRECAST 71 293 14'-0" PRECAST 279 278 350 443 526 609 390 978 1272 1808 1950 2389 378 717 9s1 1192 075 1133 14' 8" PRESTRESSED N.R. NR NR NR NR NR NR 14' 8" PRESTRESSED N.R. 283 14'$" PRESTRESSED 239 422 500 626 746 805 � 1079 1429 1824 2277 2712 246 663 980 1237 1474 1715 164, PRESTRESSED N.R. NR NR NR NR NR NR PRESTRESSED N.R. 252 16-4" PRESTRESSED 224 387 464 574 684 793 412 1014 1340 1703 2118 2513 230 616 908 1134 1353 1572 1T 4" PRESTRESSED N.R. NR NR NR NR NR NR 1T�" PRESTRESSED N.R. 183 ITQV PRESTRESSED 187 326 365 451 557 680 300 8$6 1121 1413 1739 2D47 192 506 720 501 1135 1312 PRESTRESSED N.R. NR NR NR NR NR NR 19'-4" PRESTRESSED N.R. 148 1W-4" PRESTRESSED 162 266 348 430 513 595 235 736 go1200 1487 1718 168 429 623 803 950 1 1098 PRESTRESSED N.R. NR NR NR NR NR NR 21'4" PRESTRESSED N.R. 125 21'-4" PRESTRESSED 142 212 308 381 464 5V 180 we 833 1038 1166 1486 142 373 $37 690 818 943 22'-0" PRESTRESSED N.R. NR NR NR NR NR NR 22-0" PRESTRESSED N.R. 116 22'-0" PRESTRESSED 137 228 200 359 428 497 165 550 784 ON1203 1381 137 356 513 No 779 900 24'-0' PRESTRESSED N.R. NR NR NR NR NR NR 24'-0" PRESTRESSED N.R. 91 24'-0" PRESTRESSED 124 174 245 302 360 418 129 460 W4 824 1014 1147 124 319 455 1 eel 687 793 - 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 V OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE M 19-0130.13 1441 N. RONALD REAGAN BL LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.atdesigngroup.com L AA #: 0003325 1 y a 9 till, yh 6 Y $ BLTBDIV. & LOT ABBOTT PARK LOT #14 BILK #13 PHASE #4B PROJECT# 04181.04B-14131 MODELo 3EFB "2447—ROBIE" GARAGE 911ING: RIGHT PAGE: SAFE LOAD TABLES 160 MPH EXP. C CT/2 DIUNT ATI : 10/26/21 DCAZM-1/4" = 1'-0* aI;EET % B2.2A 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" HOG 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'j. 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 PBS36, .17T' " x 2 7/8" LONG, WITH WASHER @ 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. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x5 STM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN, COLUMN SCHEDULE MARK SIZE 6 BABE PLATE OR REMARK DESCRIPTION REINFORCEMENT WD-1 4X6 (3 X'x5 n') SYP. HTT4 W/ 5/8" DIA. (5/83.1A) PT., WOOD POST x 5'EXP. BOLT WO-2 4X6 (3 X'x5 n') SYP, HTT4 W/ 5/8" DIA. (5/S3.1A) PT., WOOD POST x 5" EXP. BOLT FIRE DRAFT I DPI I FLOORS—' 2X4 NAILER FOR DRAFT PRE-ENG. _ STOP FLR. TRUSS ELEV. VIEW PRE-ENG. FLR. JOISTS �Al 3/4" PLYWOOD DRAFT STOP �I PRE-ENG. FLR. JOISTS 1 2X4 NAILER FOR DRAFT STOP 3/4" PLYWOOD DRAFT STOP PLAN VIEW DRAFT STOP DETAILS SECURE 2X12 HDR TO CMU W/HU410 W/(18) TITEN 2 SCREWS TO CMU 8 (10) 0.1484 NAILS TO HDR SECURE 2X12 HDR TO 2X8 HDR MSTA-18 W/(14) 0.148"x 2 1/2" NAILS CHlH _ Q w,r 2x4 WOOD WALL WI SYP. NO.2 STUDS. PLACE DBL STUDS li UNDER EACH JOIST LL _=s=x sSs�s FJ7 a > n FJ7 N N ._ xr=s-xxx=x F15 .xx=x FJ5ex =o = ===o = e 2x4 WOOD WALL W/ SYP. NO.2 STUDS 1 12" O.C. 2 _ �FJ4_ 1 2X4 OD WALL W/ SYP. N0.2 STUDS. PLACE DBLSTUDS UNDER EACH —' JOISTI I, 1 II HJ3 II II 2. WOOD WALL W/ 1 r SYP. NO.2 I II STUDS( 12" O.C. I ,1 2x4 WOOD WALL W/ SYP. _ NO.2 STUDS 012�O.C. x OdcUii€Abifik6��Rb€R 10d x 1 1/2" HGD.NAILB, TO CMU ! =�1/4'x23/4'TITEN2AWgi0RS FIRST FLOOR FRAMING PLAN SCALE: 1/4" = V-W IJOIST APPLY DRAFTSTOPPING ALONG THIS TRUSS AS TO LIMIT AREA TO 1000 S.F. FBCR 302.12 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdeslgngroup.com L AA #: 0003325 h o b 14 o 0 O h OtmDIv de LOT ABBOTT PARK LOT #14 BLK #13 PHASE #4B PROJECT* 04181.04B-14131 MODEL 3EFB "2447-ROBIE" GARAGE OWING: RIGHT PAGE: FIRST FLOOR FRAMING PLAN 160 MPH EXP. C N DATE: mT 10/28/21 OCALE:1/4• = I'-0" SEMET S3 A{l) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 10d x 1 �' NAILS TO TRUSS B42) SIMPSON HETA16 TRUSS ANCHOR WITH (12)16d x 1 J" NAILS TO TRUSS DEL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) �C41) SIMPSON LGT2 GIRDER TIEDOWN WITH (16) 1Od x 3 }" NAILS TO GIRDER AND (2) SIMPSON HETA16 TRUSS ANCHORS WITH (12)16d x 3 }" NAILS TO GIRDER lx$ 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/ (3) 16d GALV. COMMON NAILS. lx2 SECURED W/ 1Od GALV. COMMON NAILS 12' O/C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE" NOTE: APT SYP #27'x4", 6", 8" x 4-a'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" OM, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) SaTYPICAL TRUSS/ 1a 1b 1c GIRDER CONNECTOR(S) SECURE IJOIST TO TOP PLATE w/ (2) 12d TOENAILS DOUBLE TOP PLATE 20 OR 2x6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BIM. PLATE TO BE PT, PROVIDE DEL. TOP PLATE B BACIM BLOC( THK7Bff8B 4500 3W' WOOD PANELS 6000 (2) 1/7' WOOD PANELS 60 (2) 12" WOOD PANELS 90 2x LUMBER 4 ,• 3/4" T & G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE PRE-ENG I -JOIST 5/8" GYPSUM BOARD OR 12" HIGH STRENGTH CLG. BOARD PROVIDE BLOCKING 12" GYP. WL BD. SECURE BT, PLATE TO SLAB W/1 Od MASONRY NAIL 12' O/C STAGGERED. ADDITIONAL METAL CONNECTORS NOT REQUIRED WHEN NO UPLIFT IS PRESENT. I -JOIST CONNECTIONQL.B.W. 4 scALE:3/a"=r-a' (NO UPLIFT) OUTER 113 OF SPAN ONLY BTM.- PLATE DEPTH 1/4•D —HOLE EDGE>5/e" —HOLE DIAMETER <2/5*0 SGL. STUD HOLE EDGE >5/8' HOLE DIAMETER <3/5'D DBL. STUD STUD NOTCHING AND BORING LIMITS SCALE: 1 1/7'=1'-a' ® 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL (1) SIMPSON HETA16 --. TRUSS ANCHOR WITH (9) 1Od x 1 J' NAILS TO GIRDER. PROVIDE 5" MINIMUM CONCRETE EMBEDMENT. USED IN CONJUNCTION WITH HEAVY UPLIFT CONNECTOR 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/ (3)18d GALV. COMMON NAILS. lx2 SECURED W/ 10d MASONRY BOND GALV. COMMON NAILS BEAM 12' 0/C SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOF(VALL/FLOOR SHEATHING FASTENER SCHEDULE" NOTE. APT SYP #27'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 3" TO GIRDER B{1) SIMPSON FGTR GIRDER TIEDOWN WITH (2) }' x 5" TITEN HD TO CMU AND (18) SDS }' x 3" TO GIRDER C{2) SIMPSON FGTR GIRDER TIEDOWNS WITH (2) k' x 5"7ITEN HD TO CMU AND (18) SIDS }" 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.) TYPICAL ROOF 2a 2b 2C GIRDER CONNECTOR(S) "` a am BMYffRBLOCK 7HICKNI S 4500 314" WOOD PANELS 8000 (2) 12" WOOD PANELS BO (2) 72" WOOD PANELS 90 2x LUMBER LSTA122'GAUGE W/ 10ck12 HOGCOMMON NAILS. '0 EACH _.TOTAL OF 10 LVL/IJOIST WITH BACKER BLOCK HTT4 W/5/8" A.B. WITH MIN. 7"EMBEDMENT TO SLAB & (18)16d x 2.12" NAILS TO POST., POST TO SIT DIRECTLY ON SLAB LVL/WOOD POST CONNECTIONS 5 SCALE: 3/4"=V-0" A- SIMPSON IUS1.81/16 G < 1400 LES, 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) 3/4- 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 W/ (4) 3/4'" 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 HHUS7.25/10 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"° WEDGE-BOLT/J-BOLT, 5" MIN, EMBED 16d GALV. COMMON NAILS TO HEADER AND (2) 10dx1-1/2" GALV. NAILS TO JOIST FL#17241 WOOD LEDGER 9 ATTACHMENT DETAIL SCALE: 3/4"=1'-a' 6'-0" MAX (VWi X4) OR /0-0" MAX (W2X4) MAX.�OR 2x4 BTM. CHORD BRACING 10'.0" O/C MAXSECURED W/ (2)10d COMMON NAILS AT EACH CHORD INTERSECTION TYP. # 1100 UPLIFT SIMPSON - HTSM20 W/10 10d TO TRUSS AND (4)1/4" x 2 1/#' TITEN 2 ANCHORS TO CONT POURED LINTEL # 1900 UPLIFT (2) SIMPSON HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/10 10d TO TRUSS AND (4) 1/4" x 2 1/4" 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'. 3l4"=1'-a' lx4 DIAGONAL BTM.CHORO BRACING, SEE PLAN FOR LOCATION MAY NOT BE REQUIRED BIM. CHORD OF WOOD ROOF TRUSSES END WALL OR OTHER END TYPE CONDITION, IF DEPICTED SEE PLAN BTM. CHORD BRACING V SCALE: 3/4"=l'-0" PERPENDICULAR TO I -JOIST (2) 2X12 TR R 24' MAX. W/ MAX. MAX. W/ 8" MAX. END SYP. P.T. H WOIST (JOIST SPACING FRONT SEE FRAMING PLAN TYP TYP LEDGER e e END OF LEDGER L b • BOARD v (2) 2X12 SVP P.T. (2) 3/4" EXP. BOLT LEDGER BOARD TO J-BOLT OR TITEN BOLTS REAR BE USED PERPENDICULAR W/ 7WASHER & 5 1/7' LEDGER WITH (JOIST MIN. EMBED, (TYP) PARALLEL TO I -JOIST (2) zxe T 24" MAX. m 24" MAX. W/ 8" MAX. END SYP. P.T. F H I SEE FRAMING PLAN (JOIST IJOIST SPACING FRONT TYP TYP LEDGER .:% END } ° LEDGER ° E - a• • BOARD o L' 2X8 SYP P.T. 1/4"XS' TAPCON s�' f LEDGER BOARD TO W/ 3" MIN. EMBED REAR BE USED PARALLEL TYPICAL (.EDGER TO IJOIST 1. ENSURE THAT EXP. BOLTWJ-BOLTS/TITENS ARE PLACED INTO GROUTED CELLS, 8" ALL AROUND BOLT. 2. SPLICE OF FRONT AND REAR LEDGER SHOULD LAP A MIN OF 4'4'. 3. ALL BOLTS TO HAVE WASHERS. 4. EXP. BOLTS/J-BOLTS/TITEN BOLT SHOULD NOT BE ANY CLOSER THAN 6" 0/C, 5. ONLY LEDGER IN DIRECT CONTACT (REAR LEDGER) WITH CMU REQUIRED TO BE P.T. FLOOR JOIST LEDGER SCHEDULE MARK SIZE BOLTSIZE MBLEWDISTANCE CeMXSPACNO A DOUBLE SYP 2x8 1 1/4" 1 81,. 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/TITEN BOLTS W/ 5-1/7MINIMUM EMBEDMENT C. FASTENERS DO NOT NEED TO ALIGN HORIZONTALLY EXCEPT AT ENDS WOOD LEDGER DETAIL (I -JOIST) 1 0 SCALE: (2) 2X4 No.2 SYP DIAG. — BRACE W/ (3)12d 0 EA. TRUSS (DIAG. BRACE TO COVER 5 TRUSSES) a-0" TO 30'47' (1) "X" BRACE 30'-1" TO 60'-0 (3)'W BRACE (1) "X" BRACE 0 CENTER (2) "X" BRACE DIVIDED EQUALLY FROM CENTER TO END. 2x WOOD FASCIA, - SEE ARCHITECTURAL PRE-ENG GABLE TRUSS STIFFBACK (AS PER TRUSS ENG) SEE SCHEDULE FOR BOND BEAM REQ. 2x4 BLOCKING BETWEEN TRUSSES WHERE X-BRACING IS PRESENT AT 4'-01' O.C. (AT SHEATHING SEAMS) SECURE 2x PT. PLATE TO BLK W/ 12" DIA. ANCHOR BOLT W/ 7' WASHER SET IN HIGH STRENGTH EPDXY 6' MIN. EMBED. AT 37OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" O.C. MAX CONT. 2x4 SECURED W/ (2)10d's ® EACH TRUSS TO BE INSTALLED 10'-0" O.C. MAX. BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS SCALE:3/4"=1'-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 (F1 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 F1 AND F2 FORCES. 11 ALTERNATE MATERIALS SCALE: 3/4"=V-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-77"078 FAX: 407-7744078 www.abde•igngroup.eom AA #: 0003325 A y a BS Bib r 04 Q ktk pp�� o � rn SVSDIV. de TAT: ABBOTT PARK LOT #14 BLK #13 PHASE #4B PROJECT 04181.04t-14131 MODEL? 3EFB "2447—ROBIE" GARAGE 911IN0: RIGHT PACE: DETAILS (I —JOIST) 160 MPH EXP. C DA ET 10/26/21 SCALE: 1/4' = 1'-0" SHEET S3.1A • SIMPSON H6 W/ (8)Bd COMMON NAILS 2x STUDS SIMPSON HIS W/ (8) 8d EACH END COMMON EACH END EVERY STUD OR ON EACH END OF "BUNDLE" OF STUDS PLYWOOD FLOOR SHEATHING co SIMPSON SPH4/SPH6 BTM. IJOIST LVL PLATE STRAPS W/ 10d x 1 1/2"HDG NAILS WALL / FLOOR FRAMING, I -JOIST PARALLEL TO WALL 2 SCALE: 3W=T-Cr' #8 WOOD SCREWS x 2" LONG @ 3" O.C.; STAGGERED AS SHOWN FLONAILS, DBE. SYP #2 LEDGER. SEE FLOOR JOIST LEDGER SCHEDULE, 101S3.1A 8"CMU WALL REINF. PER PLAN �� ' X 6' TAPCONS PER ELEVATION IJOIST (SEE FRAMING PLAN) PER ELEVATION 2x4 P.T. CEILING 2s MAX. NAILERWI MASONRY NAILS �. y 1X2 FIRE -STOP SECTION DETAIL AT I -JOIST PARALLEL Q TO EXTERIOR WALL SCALE:34"=1'-0" #8 WOOD SCREWS x 7' LONG @ 3" O.C.; STAGGERED OFF CENTERLINE 8" CMU WALL 3/4" AS SHOWN REINF. PER PLAN PER ELEVATION - o - v WOIST (SEE n m 3 FRAMING PLAN) PER ELEVATION 2 2x4 P.T. W/ () DBL 2X12 SYP #2 LEDGER. SEE MASONRY NAILS BOLT SCHEDULE, 101S3.1A. ® 12" O.C. �-� 1X2 FIRE -STOP SECTION DETAIL AT I -JOIST PERPENDICULAR A TO BEARING ON EXTERIOR WALL `* SCALE: 3/4"=l'-0" PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES STRAP TRUSS TO PL. PRE-ENG AT FIRST TWO BAYS 4'-0" O.C. (AT O PRE-ENG'D WOOD SEE SCHED. BELOW ROOF TRUSS SHEATHING SEAMS) (BLOCKING TRUSS (TYP) 24" O.C. NOT SHOWN FOR CLARITY) MAX 0 2X4 DIAGONAL BTM. CHORD PER ELEVATION BRACING. SEE PLAN FOR FOR STRAPPING LOCATION I VERIFY PRE-ENG ROOF TRUSS SECURE 2x6 PT. PLATE TO BLK - WI TRUSS PLAN TRUSS TO TOP PLATS 5/6' GYPSUM BOARD OR 1/2' HIGH W/ 1/2" DIA. ANCHOR BOLT W/2" A - SIMPSON MT612 STRENGTH CLG. BOARD 44/46 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 - (2) SIMPSON MTS12 DOUBLE TOP PLATE SCHEDULE SECURE GABLE TO 2x8 P.T. U < 1420 LBS W/ (14)10d 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 rL#17239 PLANS FOR SPACING. SINGLE CONC.POURED BTM. PLATE TO BE PT. LINTEL COURSE PROVIDE DBL. TOP PLATE • 0• PROVIDE BLOCKING SIM0• SPHB BTM 12" GVP. WL. BD. SPH4PLAT ` AND TON AND TOP PLATE ANCHORS W/ A tOd x 1 1/2" COMMON NAILS SECURE BT. PLATE TO BLAB W/ CONT. 2.4 SECURED W/ (2)10d's EACH FILL ALL HOLES, DO NOT USE 12'k9" WEDGE ANCHOR W/ 2' 1Odx 3" WASHER SET IN HIGH STRENGTH TRUSS/WOOD POST CONNECTIONS TRUSS TO BE INSTALLED 10'-0" O.C. MAX. EPDXY 5-1/2" EMBED. MIN. (916' .1 1 Oa 10b 1 OCi OC MAX. SCALE: 3/4"=1'-O" GABLE END BRACING W/ PRE-ENG �1 GABLE TRUSS @CMU WALL °' TRUBBTOPosTCMONNECT,oN 0 SCALE: 314"=1'-0" • ° 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) 1/4N3"SDS, (1) SIB" AT.R. TO HDU4 AND (10)1/4" X 212" SIDS TO POST TRUSS CONNECTION L.B.W. 9a gb POST TO SLAB CONNECTION SCALE: 3/4"=l'-0" ABB - SIMPSON ABU44Z POST BASE <U:1,900 G:5,660 W/ 5/8 DIA. x 6" EXP. BOLT SIMPSON ABU46Z POST BASE <U:2,300 G:10,335 W/ 5/8 DIA. x 6" EXP. BOLT C - SIMPSON HTT5 POST ON SLAB <U:4,565 W/ 5/6' AB. WITH MIN. 7' EMBEDMENT TO SLAB 8 (26)16d x 2-1/7' NAILS TO POST. 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdeslgngroup.com AA S: 0003325 b U CCC,-fill a 8UBDIV Se LOOT: ABBOTT PARK LOT #14 BLK #13 PHASE #4B PROJECT* 04181, 048-14131 MODEL: 3EFB "2447— ROBIE" GARAGE OWING: RIGHT PAGE: DETAILS (I —JOIST) 160 MPH EXP. C F, ARCHrrWrs 29 a � 10/26/21 8CALZ:1/4" = P-0" SHEET S3.1B SECOND FLOOR DECK PLAN SCALE: 1/4" = V-0" 1441 N. RONALD RFAGAN SL LONGWOOD, FL 32750. PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.com L AA #: 0003325 pgFy� a O b a 4 C � C J —LL Bulmv. de LOT ABBOTT PARK LOT #14 BLK #13 PHASE #4B PROJECTy 04181.04B-14131 MODEL: 3EFB "2447- ROBIE" OARAGIC B1IING: RIGHT PAGE: SECOND FLOOR DECK PLAN 160 MPH EXP. C PIUNT DAM 10/26/21 BCALE:1�4" SHEET s4 6 LAPTOP PLATE A MIN. OF 4&' AND NAIL W/16d COMMON 2x HEADER SEE PLAN FOR SIZE NAILS, 2-ROWS, 4" O.C. BTM. 0 AND QUANTITY PROVIDE 1x LAP TO OCCUR OVER STUD WOOD OR 12" PLYWOOD FILLER(S). NAIL ALL TOGETHER W/ 16d COMMON NAILS, b 2-ROWS, 6" O.C. SHORT 2x STUDS BETWEEN HEADER ABOVE AND ® FRAMING DIRECTLY ABOVE 3/4" DIA x 8" MIN. EXPANSION BOLT W/3X3 OVERSIZED WINDOW II „ WASHERS PLACED 16" O.C. 4" —r MIN. CONC. EMBEDMENT SECTION AA SILL A HEADER FRAMING I ® SHORT 2x STUDS BENEATH WINDOW SILLS 2x MID -HEIGHT BLOCKING � AND ANY PLYWOOD SEAMS W/ (2) 16d TOE -NAILS, EACH 2x HEADER SEE PLAN FOR END 6 SIZE AND QUANITY PROVIDE tx WOOD FILLER(S). NAILS ALL TOGETHER W/ 16d COMMON NAILS, 2-ROWS, 6" SIMPSON H10A W/ 10d x 1 12" O.C. GALV. COMMON NAILS, FILL SIMPSON SPH4 OR SPH6 ALL HOLES OR SPHB TOP &BOTTOM 4'.W MIN. TOP PLATE SPLICE STUD PLATE TIES W/ 10d x 1 AND NAIL Wl 15d COMMON tl2" GALV. COMMON NAILS NAILS, 2-ROWS, .C. 4aI (AT EACH STUD) FILL EVERY HOLE. DO NOT USE - 3" LONG NAILS I [-� I BTM. MEMBER OF TOP —J 14�H�.11 PLATE SPLICE MUST OCCUR OVER STUD. LSTA18 W/ 10dx3" GALV. COMMON NAILS, (7) EACH END TOTAL OF 14 4" NAILS. APPLIED TO INSIDE FACE (1) 2. FLAT TOE NAILED TO *�TYP. ONLY FL#17244 JACK STUDS SEE SCHED OR # STUDS UNDER 6 HEADER SEE SCHED FOR # FULL HEIGHT 2x STUDS 4'DIAX B'MI E L / 4" 4" 3X3 OVERSIZED WASHERS PLACED 4" TYP. TYP. 3T O/C 6" MIN CONC.EMBED. TVP. 16" MAX. DBL. TOP PLATE CONT. (3) 2x12 HEADER PROVIDE 12' PLYWOOD FILLER(S). NAIL DBL. TOP PLATE ALL TOGETHER W/ 16d CONT. COMMON NAILS, 2-ROWS, 6' — — 2x6 BLOCKING FOR SHUTTER O.0 INSTALLATION. PROVIDE 12' 4 o PLYWOOD FILLER(S). NAIL 'III ALL TOGETHER W/ 16d COMMON NAILS, 2-ROWS, 6' — — — — — — _ O.0 — — 2zt78 200�g (1) 2x6 FLAT TOE NAILED TO JACK STUD 2x NAILED INTO INSIDE AND OUTSIDE PLY OF FILLER BELOW W/ 16d COMMON NAILS, 6" O.C. 2x6 BLOCKING FOR SHUTTER INSTALLATION. PROVIDE 12" PLYWOOD FILLER(S). NAIL ALL TOGETHER W/ 16d COMMON NAILS, 2-ROWS, 6' O.C. SINGLE BTM. PT PLATE (AT TOP PLATES / ORNER, 2x MID -HEIGHT BLOCKING AND ANY PLYWOOD SEAMS W/ (2) 16d NAILS EACH END 16' MAX. (5) 2x STUDS IN CORNER, NAIL THE (3) CORNER STUDS TOGETHER W/ t6d NAILS, 3" O.C. 2x STUDS SPACING SPECIFIED ON PLANS (4) 2x STUDS IN CORNER. NAIL THE (3) CORNER STUDS TOGETHER W/16d NAILS, 3" O.C. NUMBER OF HEADER STUD SUPPORTING HEADER ON EACH SIDE NUMBER OF KING STUDS EACH END OF HEADER SPAN HEADER SIZE (2)2x6 (3)2x6 (2)2x8 (3)2x8 (2)Z00 (3)2x10 (2)2x12 (3)2x12 STUB SPAO@Ili 01rilt STUDSPACM@ 0.Q 0-2ft N a O C)2X6 N Y 2 2x4 2 2x4 2 2x4 (3)2x4 (3)2x4 SPAN KINGS SPAN KINGS 2x6 fix. (2) 2x6 (2) 2,16 (2) 2x6 (2) 2x6 (2) 2x6 () 2x6 3.4 ft 0-2ft 3- 4 ft 1 2 0-2ft 3 - 4 ft 1 2 214 2x4 2 2x4 2 2x4 2 2x4 (3) 2x4 () 2x4 2x6 2x6 2x6 (2) 2x6 (2) 2x6 (2) 2x6 (2) 2x6 (2) 2x6 5-6ft 2x4 2x4 2x4 2 2x4 2 2x4 2 2x4 2 2x4 2 2x4 5- 6ft 3 5-eft 2 2X6 2x6 2x6 2x6 (2) 2x6 (2) 2x6 (2) 7 - 8ft 3 7 - 8ft 3 2x4 2x4 2x4 2xM62K6 2x4 2 2x4 2 2x4 7-Bft 9-10ft 5 9-10ft 3 2x 2x6 fi 2x6 (2)2x6 n 2x4 2x4 2x4 2x2x4 2 2x4 2 2x4 10 - 12 ft 5 10 -12 ft 4 x62x62x6x2x6 2X6 2x6 2x4 2x4 2x4 2x2x4 2 2x4 2 2x42x6 6 2z 2x6 6 TYPICAL EXTERIOR WOOD FRAME WALL CONSTRUCTION DETAIL SCALE: 3/4"=1'-0" PROVIDE (3) STUDS @ V—NAIL STUDS /—NAIL STUDS —2' \—PROVIDE (3) STUDS 0 CORNERS LAP TOP TOGETHER W/ TOGETHER W/ CORNERS LAP TOP PLATE MEMBERS 12d Q 12' O.C. 12d @ 17 O.C. PLATE MEMBERS PLYWOOD SHEATHING, SEE PROVIDE (3) STUDS ® —1/ PLYWOOD SHEATHING, "ROOFNJALUFLOOR SHEATHING CORNERS LAPTOP SEE"ROOFANALUFLOOR FASTENER SCHEDULE" PLATE MEMBERS SHEATHING FASTENER 16' MAX. SCHEDULE" PLYWOOD SHEATHING, SEE "ROOFANALUFLOOR SHEATHING FASTENER SCHEDULE" C2 D Cl EXTERIOR MASONRY / WOOD PROVIDE (3) STUDS 0 CONNECTIONS CORNERSLAPTOP PLATE MEMBERS PLACE 30# ROOF FELT BEHIND SCALE, 1 12'=1'-0" VERT. STUDS SO AS TO NAIL STUDS SEPARATE WOOD AND TOGETHER W/ MASONRY/ CONCRETE (TYP.) 12d 0 12' O.C. 12" DIA. SIMPSON TITEN 12" DIA. SIMPSON BOLTS 5" MINIMUM TITEN BOLTS 5" MINIMUM PLYWOOD SHEATHING, SEE EMBEDMENT INTO GROUTED EMBEDMENT INTO GROUTED "ROOFNVALUFLOOR SHEATHING CELL, &' FROM ENDS AND CELL, 4" FROM ENDS AND FASTENER SCHEDULE" 16, O/C, VERTICALLY MAX 16" O/C, VERTICALLY MAX C3 VJ NAILSTUDS TOGETHER W/ 12d Q 12" O.C. • SHEATHING ON INTERIOR OR A B EXTERIOR OF WOOD WALL (1) 2x TO BLOCK ON 2x4 WALL PLACE 30# ROOF FELT ( ) 2x O BL CK N 2x4 A L (2) 2x TO BLOCK ON 2x6 & 2x8 WALL BEHIND VERT. STUDS SO AS (2) 2. TO BLOCK ON 2x6 & 2x8 WALL TO SEPARATE WOOD AND MASONRY] CONCRETE (TYR) ' OCT 1441 N. RONAL.D RFAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 C ao O csp 0 A OU33DIV & LOT ABBOTT PARK LOT #14 BLK #13 PHASE #4B PROJECT* 04181.04B-14131 IAODELA 3EFB "2447—ROBIE" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP. C 20 DATE: 10/26/21 SCALE:1/4" = 1'-0" SHEET IS4. IA SECOND FLOOR DOWEL PLAN SCALE: 1/4"= P-0" 1441 N. RONALD REAGAN SL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.com L AA #: 0003325 a 0 Zl ie o BVHDIV & I.OT ABBOTT PARK LOT #14 BLK #13 PHASE #4B PROJECT# 04181.04B-14131 MODEs1 3EFB "2447— ROBIE" GARAGE SWING: RIGHT PAGE: SECOND FLOOR DOWEL PLAN 160 MPH EXP. C � I Ztt `,RNO, DRINT A 10/26/21 SCAIX:1/4. = 1'-0* SHEET 54.2 FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1Od x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H1OA OR LGT2 W/ 1 Od x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. UNTELS SHALL HAVE 4" NOMINAL BEARING (4"). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILT$ X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER @ 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 8m 8DESCRIP'nON REMARK O (2) 2X8 Q2 (2)-12 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 (psi) SIZE REINFORCEMENT STIRRUPS REMARKS BTM. TOp MID SIZE SPACING BBi MASONRY 3000 8x16 (1)ll5 (1)M5 N/A GROUTED SOLID 882 MASONRY 3000 Bx8 (1)#6 WA GROUTED SOLID SEE SHEET S5.1A FOR SAFE LOAD TABLES ---------- I I U.N.O. PROVIDE BB2 WHERE ROOF TRUSSES BEAR, TOP OF WALL EL 17'-4" SECOND FLOOR LIFT BEAM PLAN SCALE: 1/4" = V-0" OCT 1441 N. RONALD REAGAN 81 LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdeslgngroup.com L AA #: 0003325 M O i BuBDIV de I.OT ABBOTT PARK LOT #14 BLK #13 PHASE #4B PROJMCT* 04181.04B-14131 HODEIA 3EFB "2447-ROBIE" GARAGE SWING: RIGHT PAGE: SECOND FLOOR LIFT BEAM PLAN 160 MPH EXP. C DA•E:E:: 10/28/21 8CAL.E:1/4" = 1'-0" SHEET S5 FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 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 PSS36, .177" ° x 2 7/8" LONG, WITH WASHER @ 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. TRUSS MANUFACTURER / ENGINEER NOTES: 1, ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. ADD SYP NO. 2 4'-0" LONG S TO BOTTOM CHORI 10d NAIL, 2 ROWS, 3" ROOF FRAMING PLAN SCALE: 1/4" = V-0" SYP NO. 2 2X6 'LONG SCAB IOTTOM CHORD W/ JAIL, 2 ROWS, W O.C. 1441 N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngroup.com L AA S: 0003326 Ir b 14 i y O a y W E 0 x SUDDIV. & LOT ABBOTT PARK LOT #14 BLK #13 PHASE #4B PROJECT 04181.04t-14131 MODEU 3EFB "2447- ROBIE" GARAGE BIWFING: RIGHT PAGE: ROOF FRAMING PLAN 160 MPH EXP. C GABLE -END �'� wP RDOF >Y-� ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-16 ZONE 1 = 57.40 PSF (67.40) ZONE 3 = 65.80 PSF (75.80) ZONE 2e = 65.80 PSF (75.80) ZONE 3e = 75.80 PSF (85.80) ZONE 2n = 75.80 PSF (85.80) ZONE 3r = 90.80 PSF (100.80) ZONE 2, = 75.80 PSF (85.80) "A"= 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 160 MPH EXPOSURE CATEGORY: "C' RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT: +/- 0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 19/37' STRUCTURAL SHEATHING EXP 1 (40120), FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 19/37' STRUCTURAL SHEATHING EXP 1 (4MOL(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 214 BLOCKING ALL PANEL JOINTS W/ IN W OF GABLE END. ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE SIZE HEAD LENGTH DIA. TENSILE STR. SHANK ASTM 10d RING SHANK, 21/z, 0131 F1667 SCREW SHANK 170 000 RING 16-20 RINGS RSRS-03 Btl RING SHANK, 2 3B" 0.113 SCREW SHANK ER INCH) RSRS RSRS-01 8d RING SHANK, PNEUMATIC 23/8" 0,113 F1667 SCREW -NAILS RSRS-01 EXTERIOR SHEATHING USE 1/T' CDX OR 7116' O.S.B. PLY WITH Sol RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND Sd 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. ROOF SHEATHING ATTACHEMENT SPACING ZONE 1: 1 Od NAILS 0 4" O.C. ON EDGE AND 6" O.C. IN FIELD ZONE 2e, 2n, 2r: 10d NAILS 0 4" O.C. ON EDGE AND 4" O.C. INFIELD ZONE 3,3e, 3r: 10d NAILS C 4" O.C. ON EDGE AND 4" O.C. IN FIELD NOTE: ROOF SHEATHING THICKNESS WAS CALCULATED AND ADHERES TO ASCE 7-16 8d RING SHANK GUN NAILS 6 ff'O.C. Tm6 eo -EDGES tl �o B Ij - FXT RHFATHING ATTAOHMFN HXFItN — IHU ROOF SHEATHING ■mmmum 11 mmmm�� 11 I I 11 BUILDINGLENGTH U ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING NOTE: GABLES -DROP GABLE END & (1) ADD'L DROPPED TRDSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING 0 16'0.C. IF NO DROPPED GABLE END, ATTACH 20 #2 SYP BLOCKING 016" O.C. FIRST 4 BAYS W/ (2)12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS 2/ BLOCKING PER NAILING SCHEDULE 10d RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT' TABLE FOR FIELD SPACING C#8 7' DECK SCREWS (9D 6'-S' O.C. MAX G EDGES & 17O.C. MAX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33/C33KL MAXWUMAGGREGATE SIZE SHALL BE 314. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD. ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS, CONSULT PROVIDE B%AIR ENTRAINED CONCRETE EXPOSEDTO EARTH OR WEATFER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES,DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS, APPLICABLE BUILDING CODE STANDARDS: FBC-R 2020, 7th EDITION ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 314'. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318-14, BUILDING CODE REQUIREMENTS CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. Fb = 1100 PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, TMS 4 AISI SPECIFICATION FOR THE DESIGN PROVIDE 8-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SVSSONfROUND WHERE INDICATED ON ELASTICITY = PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE IO COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-18 AND RISC SPECIFICATIONS EMBER DRAWINGS SEAMS LAPPED 6INCHES AND SEALED WITH ADHESIVE TAPE. A PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NONSTRUCTURAL USES TREATED. SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORMWORK: CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347 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 FROM THESE PLANS: MINIMUM NAILING PER FBCR 2020, 7M EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART OF THE WORK. WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURALDEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP 02. IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH: AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR T1E DOVVNS. WELDED WRE MESH, SHALL BE ASTM A1064/AI064M, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL WOOD TRUSSES: THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION BE SUPPORTED WITH T CHAIRS SPACED 3'-0' OC, EACH WAY, TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE 'NATIONAL DESIGN SPECIFICATIONS FOR REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. STRESS -GRADE LUMBER AND ITS FASTENINGS' SY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWNGS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM AOISA615M GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 GRADE 601N MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE DESIGN LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS, CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS RE SUBJECT TO ENGINEER'S ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf REVIEW. A 20 psf TOP CHORD ­ncon -rit 10 Psf BTM CHORD—onwrrent DEAD LOAD DEAD LOAD 15 psf TOP CHORD 20 psf TOP CHORD (7 pcf W ASPHALT SHINGLES) (10 psf w/ No GYPCRETE) 10 psi BTM CHORD 5 psf BTM CHORD DEAD LOAD TO RESIST WIND UPLIFT: IOpsf BALCONY LIVE LOAD 60 psf STAIRS LIVE LOAD 40 p9f RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FORBEARING WIND: DEAD LOAD SPEED=10) MPH 3- SECOND GUST INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL (ASCE 7-i6 BLEFSC ATTIC EXPOSURE G RISK CATEGORY IU LAYOUT, SPANS & ALL TRUSSI HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10psi, UNINHABITABLE ATTIC WITH LIMITED DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30pd,, BALCONIES (EXTERIOR) AND DECKS: 40psf, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: 50psf, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: Mod, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40Psf MASONRY: PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES" (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 BY CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE MASONRY STANDARDS JOINT COMMITTEE, PROVIDED BY THE TRUSS ENGINEER. COMPLIANCE WTH 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 WTH ASTM C-90, GRADE f m = 2000 PSI. BLOCK SHALL BE PLACED USING AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS. CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036' AND BE MANUFACTURED FROM STEEL MEETING THE REQUIREMENTS OF ASTM A448/A446M, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND "BCSI LATEST EDITION" COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED WOOD TRUSSES. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSUASCE 7 88: 1990. HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 3V #5 BAR - 30" #7 BAR - 47' PROVIDE 36' x 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS FOR ADDITIONAL INFORMATION. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWNGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SWILL COMPLY WTH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C-478 AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS UNLESS THE SHOP DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BEE PLACED W/ A SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATION/ SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING TYPE'M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL SOIL FOR TERMITE PROTECTION, CELLS TO BE FILLED. 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 MIX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED S N- PRIOR TO THE ADDITION OF PLASTICIZER. CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 AND ASTM C94 C91M OR MEASURING, MIXING, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIMESTAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER 15 ADDED TO THE MIX UNTIL IT M DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE G A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. T SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE. REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A YFOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS: B. FOR CONCRETE EXPOSED TO EARTH ANDIOR WEATHER 1.112' FOR #6AND SMALLER 2' FOR #8 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 314' FOR SLABS, WALLS AND JOISTS IArt FOR SEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS FILL CMU CELLS SOLID 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, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36/A36M FY = 36 W FOR ANGLES PLATES AND WSHAPES. STRUCTURAL TUBING SHALL BE ASTM A50 O/A500M GRADE B F = 46 Mi. STRUCTURAL PIPE SHALL BE ASTM A531A53M GRADE BTYPE E OR S F = Y Y 35 ksi. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP, ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WTH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM F3125/F3125M BOLTS WTH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. JSOLTS ARE TO BE STEEL. CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APP—ON SII£ TYPE SPAGNG REMAIM9 APPLI—ON SIZE ttPE SPACING REMARKS x]PT FUR NG TO IMASONRYICONC OA9E HPADENEDCGL NAILI IIZ'LONG. BOIC GARAGE COOK BUCK TO —ON—C, 114°d0. NO WPeHER T —FAS`T 80NRY FASTENER 9"OIC EMBED., 4"END d6T., r112"EDGE OAST. 9G0,AL E%T.DOOR9 CARE HARDE L 9'GC NDOWB300RIFA9TENED GARAGONR BUCK 0" dA OR D" EXPANSION BOLT IB'OIC (3I0"dA) 4'EMIEO..P FNDDISi., x PT, BEE NOTES YLONG. LON'T STAGGERED MAeONRTICONC. ONRY/�bNC. � ZI"QC (IYC CIA) S'EDOE dST. WINDQN BJCK HARDENEDCGL ° FASTENED ETAL9TRAPTO CONTACT THIS ENGINEER FOR SPACING PT.SEENOTE6 "°G°EnE° —'GOND. REQUIREMENTS IXT.—No DOOR (30)Y18"gA. "TAPCON' ItlY'EMBED, O°EN/. BUCK Ix PT.9EE NS 1R —TNER I�OIC Dl6T.,ttIi EDGE deT. OTEw h Pi WINDOW BUCK 0.130°PAF x31I0" 9"GC —ND. d9T., 11IY' P 0 STEEL GO., SEE w/ WASHER STAGGERED EDGE dST Noree MOTO 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWNG 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 HILT] X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN S. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NCA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. ix MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED WY TAPCONS OR PAF TO THE SUBSTRATE, 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL32750 PH: 407-774607E FAX: 407-7744078 www.abdeslgngroup.eom AA #: 0003326 0 p � aUBDIV. Se IwOT ABBOTT PARK LOT #14 BLK #13 PHASE #4B PItOJECT3p 04181.04B-14131 MODMIA 3EFB f32447—ROBIE" GARAGE 811IiNG: RIGHT PAGE: DETAILS 160 MPH EXP. C 0 DATE: C10/26/21 aCALM i/4= = 1'-0= SHEET SN1 © TRIM NAIL INSTALLED THROUGH - FASCIA @ 16" O.C. MAX 70 STAPLES INSTALLED THRU SOFFIT AT NAIL HEM AND IN VALLEYS a-�' MAX. DETAIL A FASCIA O 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 7O STAPLESINSTALLED- THRU SOFFIT AND J-CHANNEL AT NAIL OFFIT 10 HEM AND IN VALLEYS BATTEN STRIP ANCHOR 12 1 Od NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO FRAMING /-TRUSSMO / BY OTHER EMB. ,-1X2 WOOD BATTEN STAPLES INSTALLED SOFFIT 1Q 12" O.C. MAX (INTO OWOOD) IN J-CHANNEL J-CHANNEL DETAIL B O SLOT MAX--J-CHANNEL FASCIA 12 BATTEN STRIP ANCHOR X2 WOOD BATTEN I-210 10d NAIL AT EACH STAPLES INSTALLED 07 TRUSS/JOIST/ RAFTER THRU SOFFIT AND LOCATION NOT TO J-CHANNEL AT NAIL HEM EXCEED 24" O.C. INTO AND IN VALLEYS FRAMING #8X3" WOOD SCREW OR TAPPING SCREW, 7O STAPLES INSTALLED BATTEN ATTACHMENT THRU SOFFIT AND FASTENER SPACED 24" J-CHANNEL AT NAIL MAX. O.C. HEM AND IN VALLEYS J" MAX.-0I I ­ DETAIL DO STAPLES INSTALLED, J-CHANNEL THRU SOFFIT AND J-CHANNEL AT NAIL FASCIA HEM AND IN VALLEYS O SOFFIT--' Q3 J-CHANNEL- �" A TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION 'L �1 SEE DETAIL'A' SOFFIT — SEE DETAIL'E' EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL, FASCIA @ FASCIA END EAVE WIDTH (ROOF OVERHANG) CONCRETE; CMU OR WOOD (NOTEA ) SEE DETAIL'D' EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL AND FASCIA END O 11 1X2 WOOD BATTEN �2X2 WOOD BATTEN 10 — — O SOFFIT INSTALLATION SCREW, Q J-CHANNEL BATTEN ATTCHMENT 0 �„ MAX FASTENER SPACED 24" Og MAX O.C. STAPLES INSTALLED @ DETAIL C 12" O.C. MAX (INTO 70 WOOD) IN J-CHANNEL J-CHANNEL O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR ,VE WIDTH DOF (ERHANG) CONCRETE; CMU OR WOOD (NOTEA) TRUSSMOIST/RAFTER BY OTHER INSTALLATION SCREW, EMB. BATTEN ATTCHMENT FASTENER SPACED 24" Og MAX O.C. STAPLESINSTALLED @ 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) WOOD (NOTE 1) NOTE 1: MINIMUM SPRUCE -PINE -FIR FRAMING OR CONCRETE/MASONRY. BUILING CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET. UC I MIL M 12" TRIPLE 4 FULL-0-VENT SOFFIT ECO VINYL -NO. 639 It 1441 N. RONALD RFAGAN BLVD, LONGWOOD, FL 32750 PH: 407-77446078 FAX: 407-7744076 www.abdesigngroup.com AA #: 0003326 9 2 y SVHDIV. Ae LOT: ABBOTT PARK LOT #14 BLK #13 PHASE #4B PROJECT 04181.04 -14131 MODELt 3EFB "2447-ROBIE" GARAGE SWING: RIGHT PAGE: SOFFIT DETAILS 160 MPH EXP. C DAT l 10/26/21 9CALE:1/4" = 1'-0* SHEET SD1 I