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HomeMy WebLinkAbout38336 Sonnet Landing Ave99 1828-4EBB-CALI" r;. HOMES G"\j- 12602 TELECOM [DRIVE, TAMPA, FL 33637 Tgl: (813) 740-9720 Fax: (813) 740-9715 STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS -nam Bl1II m mmshAA1, ABV. ABOVE LAV. LAVATORY DATE DESCRIPTION \C'ODB, 7M UQp (2%/ .w,1, , eHn stets A/C A°T AIR CONDITIONING ADJUSTABLE LUNL c` LUMINOUS MEDICINE EDI INECCABINET 0VM6AB CD* 1S&ED ARCHITECTURAL SHEET DESCRIPTION 0VbA6 Wn FBC UPDATE DR HORTON HOMES 12602 TELECOM DRIVE TAMPA, FL 33637 -OCCUPANCY - RESIDENTIAL, GROUP R3 :OCCUPANCY TYPE - VB -MDT. DifEWOR FINISH - cuss B -BASIC MIND SPEED - Vult=160 MPH BD CL CAB CLO. CLR BOAARDAOE CENTERLINE CABINET CEILING CLEAR MIN MT. MID. MIT, N.T.S. GC. MINIMUM METAL THRESHOLD MOUNTED METAL NOT TO SCALE ONCENTER PG Cl-COVER SHEET PG GN—GENERAL NOTES PG Al -FLOOR PLAN Oft/IS CD*RE-IMBUED VWM SIDING ELEVATOO AWED 03/26/0 COS RE-IMED 04AW FOOTING REN810N PER M. BOUES TEL: (813) 740-9720 FAX: 813 740-9715 ( ) Vasd=124 MPH :EXPOSURE RESIDENCE - C -2-STORY RESIDENCE -MAX. HEIGHT A3 PER LOCAL AND STATE CODES CONC. CPT CIT. D➢. D.O. DIA. CONCRETE CARPET CERAMIC DOUBLE DUALGLAZED DIAMETER PL P.B. PH, PR. PR. P.T. PROPERTY LINE PUSHBUTTON PHONE PLYWOOD PAIR PRESSURE TREATED PG A2D—ELEVATION "D" PG El —ELECTRICAL PLAN PG Pl -PLUMBING PLAN PG Ml—MECHANICAL PLAN 02AWM ADD RE �/ ARBLE ADDED CURBLEMS HOOTER AT GARAGE DETAIL (FORT MTERM) 02 M9 PLAN MANTE10IOE DIM DISP. DR DS DHAENSION DISPOSAL DEEPER DOWNSPOUT R. RAD. RREEF. o. RISER RADIUS RETURN ERA GRILL ROOM o GFIOPENING PG D 1-DETAILS PG D2—DETAILS PG D3-PRODUCT APPROVAL 008/19 RENMED LINTEL SIZE AT FRONT ENTRY DOOR STATE OF FLORIDA r S .I T. CALL. S W4AS ADDED ADDITIONAL. RECEPTACLE N GARAGE PER WLL BATSON MELBJ 04nM9 REVISED HVAC VOLUTES ON MCFT GALL SCHEDULE MELBJ uvNG laze sa. Fr. GARAGE 43060 FT. WIRY 16 So FT. LANAI BB So. FT. TOTAL 2362 m FT. 06MAS ADDED 'EXTERIOR MOW DEEP FOOTER' DETAIL 12151JA (ORL) PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 D.W. DISHWASHER SC SOLID CORE EXTDR EA. EACH SD. SMOKE DETECTOR ELEV. ELEVATION S.H. SINGLE HUNG EQ. EQUAL SHT. SHEET EXFI EXHAUST gLITHO. SHEATHING EXT. EXTERIOR SHWR. SHOWER FGTX FIXEDGLASS SIM SIMILAR F.G. FUEL GAS SL, SLIDING FIN FINISH SL.GL SLIDINGGLASS FLR. FLOOR STD STANDARD FLUOR FLUORESCENT SINS SHEAR WALL FLUOR FOOOTIN DOOR TEMP TEMPEREDcuss GA GAUGE THK THICK GAR. DISP. GARBAGE DISPOSAL T.O.C. TOP OF CURB GFI. INTE RUP TCRCNT IOS TOP OF SLAA GL. GLASS TYP. TYPICAL 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 06019 ADDED LED L*WTS • KITCHEN 4 BATH PER MARK BOW 01A9A9 ADDED STONE OPTION ELEVATION C A D (TAMPA) 0" ELEVATION'G' SIDING -ADDED LOUVER • GABLE ROOF 0/!g/Iy ADDED OPT. W-0• CEILWx HEIGHTS 01MI/10 REPLACE UMP CONNECTORS IUTH SIFPSON COMECTORS ���® REVISE ENCAVBNT RADON PLAN DA9EN610N8 VAWWO OPT. 6'-0' CLG. Wit- ADDED LED LIGHT N FOYER 04/OR® OPT W-®' CLG. HGT. ELEVATION 'C'- REVISED 1$K�HT OF ARCHWAY 05/0640 ADDED ELEVATIONS •L' � rl• (oRu STRUCTURAL SHEET # DESCRIPTION GYP. BD. H.➢. HDR, HOT,ORLIT I TNT. GYPSUMBOARD HOSEHIH HOLLOW CORE HEIGHT INSULATION INFERIOR U.N.O. w wo_ WDW. W I. UNLESS NOTED OTHERWISE WASHEPROOF �D WWINDOWATER�A WROUGHT IRON TER04RT"I 01/5,20 ADDED ELEVATIONS TTG'-T'1H'-Ti8' (ORL) PG Sl-FOUNDATION PLAN PG SLIA-DETAILS PG S1.2-DOWEL PLAN PG S1.2A-DETAILS DRAWING � CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. 01re1/1I 7070FBCUPDATE 03V341 ADDED WRIT DETAILS 04RbM ADDED ELEVATIONS N' 4'0' (ORL) ADDED STONE OPTION ELEVATION G' MELBOUFdNE) 0M/Ml ADDED ELEVATI"'P' A V (oRu PG S2-1IFT BEAM PLAN AND NOTES ONW1 ADDED DEN OPT. (TAMPA 4 FT MYERS) IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBIND IN THIS DRAWING NEEDFURTHER DETAILING )OR EXPLANARE ATION IN N NEED PG S2.lA—DETAILS PG S2.2A-SAFE LOAD TABLES ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR PG S3—FRAMING PLAN PG S3.1A-DETAILS INFORMATION) TO THE ARCHITECT OR ENGINEER FOR PG S3.113-DETAILS CLARIFICATION. PG SN1-DETAILS AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN PG SDI -SOFFIT DETAILS RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AS DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTION BASED ON THE DRAWING SET. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7746078 FAX 407-7744078 www.abdeslgngroup.com AA N: 0003325 m s o a I I L) 8unDm ae LotT ABBOTT PARK LOT #11 BLK #11 PROJECT* 04181.000-11111 1aODEL.- 4EBB "1828-CALI" GARAGE DVrING: RIGHT PAGE: COVER SHEET 160 RPH ER. C GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 7TH EDITION (2020) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH FBCR 2020 CHAPTER 3, SECTION R301.2.1.2. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND, 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT, 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. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED, 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE 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 1 318 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1' MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN''/: -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN Y' INCH GYPSUM BOARD OR EQUIVALENT. 8. EXCAVATIONS TO BE A MINIMUM OF 3'- 0" BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10, THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA- THE ENGINEERED WOOD ASSOCIATION: 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 STRUCTURAL, SEE ROOFANALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM %' PVC (SCHEDULE 40), INSULATED WITH'.- AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FBCR SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF FBCR SECTION P2603.2. 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 FINISHES 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 IT O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES I CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AB DESIGN GROUPS SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER, THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. EXTERIOR 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: 12/10/20 (RM) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32760 PH: 407-774-6078 FAX: 407-774-4078 www.abdosigngroup.com AA #: 0003328 y Epp o 4 W f 0 I SunDIv. & LOT: ABBOTT PARK LOT #11 BLK #11 PROJECT# 04181.000-11111 MODEL: 4EBB "1828-CALI" GARAGE 211111MG: RIGHT PAGE: GENERAL NOTES 160 MPH ER. C 39'-8' a oqo II op/1llo o : wLIMGr w w '�oll////I1i111o//11Y////110- �� of///11to '11 � w o i r w w w r _ w w w w w w o � o i r w r r w m FLAT_ w 11 r APF ° o w r O � w r w w o r w � w r r • - 0 10 O o 10 w _ r w I'll 0, o 0 • �01'11 • p- . - w w • C w e a ® 'I wl w w • of O BOLLARD 0 �..... PER BLDG. w .CODEw w r p FOYER w G ;'l/ w • r w _ jai o r ® _;WRYr EGRESS 011111111im-o111�t111o' o�o p/lol oll//Ifo FLOOR PLAN SCALE: 1/4' . F-0' -* 9 SQ.FT. CAM'S LIVING 1829 So. FT. GARAGE 430 SQ.FT: ENTRY 16 50. FT. LANAI 88 $0. FT. TOTAL 2362 SQ. FT. COINNNAND CLAMW WNDLOADS OMNY)E'COUEFORBOE MOM OP8i106 /CWIE FOIE 0WI WW IX0 R91AH(8 AIDTWE POMACE MIN. WINDOW 10 5 34/-45 CRITERIA EXTERIOR SWING 18 5 33/-43 DR. MIN. CRITERIA SGD. MIN. 41 5 31/-39 CRITERIA 16010 O.H.D. 112 5 28.2/-315 12'xl2' SOFFIT 1 5 313/49.9 BASIC HIND SPEED MPH = 160 (Volt) INTERNAL PRESSURE COEFFICIENT = t 0.18 BLDG. CAT.=Il, EXP.=C, MEAN ROOF HT. = ll'-3" PRESSURES HAVE BEEN MODIFIED PER FBCR 7TH ED. (2020) SECTION R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. CdIIROL DAIS 000 L. TOP PLATE 9 in BAR DETAIL HDR. DTL. A SCALE: 1/2'+I'-0' B SCALE:1/2 1'-0. NOTE: HEADER FINISH TO BE PER COMMUNITY STANDARDS NOTE+ -2-8 LOUV. DOOR WI AIR HANDLER ON METAL STAND OR 2-6 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICKNESS, SOLID ORHCNEYCOMB-GORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOOR$. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407-774.4078 www.abdeslgngroup.com AA #: 0003325 r 2 W IM F isD P �a t: c SUDDIV. & LOT: ABBOTT PARK LOT #11 BLK #11 PROJECT# 04181.000-11111 MODET- 4EBB "1828-CALI" GARAGE SMUG: RIGHT PAGE: FLOOR PLAN 160 MPH E . C .►•/-IS'-4' BL DG. HGT. LAP SIDING AS VI,— LVI2X24 SPECIFIED O OR EQUIVALENT SHINGLE ROOF (TYP.) SHAKE SIDING AS SPECIFIED A (TYP-) F-FP,ON 4' FREIZE BKTIIXII OR _ BAND (TYP.) EQUIVALENT b b' TRIM BOARD (TYP.) b' RAISED BAND (TYP-) DECORATIVE "TTERS OR EQUIVALENT ~ IIII❑❑IIII 4' RAISED IIII ■■ ■■IIII ■" IIII ■■ ■ IIII �■■� ��i i■■� ��� ,1 II i.l 1 I I 1 II 0'-O' FIN. OFF RIDGE VENT AREAOFATTIC = 23645Q FT. NET FREE VENTILATION AREA REQUIRED = 11300 REQUIRED VENTILATION AREA = 2364/300 7,88 VENTILATION AREA X SO INCHES PER FT.(144) = 1134.72 SO IN. MIN. REQUIRED VENTILATION = .5X 113472 IN UPPER PORTION OF ATTIC 567.36 SQ IN. OFF RIDGEVENTILATION AREA = 1155O, IN. PER VENT %7.36 /115 TOTAL B OF VENTS REURED = 4.93357 TOTAL M OF VENTS PROVIDED 5 -AREA OF ATTIC 15 THE PERIMITER OF THE HOUSE, LESS THE OVERHANG E1(1ERIOR OF WALL TO EXTERIOR OF WALL, NO OVERHANGS INCLUDED �8'-0' BtiG. HCsT. FRONT ELEVATION v REAR ELEVATION SCALE: 1/4 . I'-0' TEXTURED FINISH NOTE: UTALL FENESTRATION FLASHING AS PER FBCR R103.4 SCALE: 1/4 . P-0' TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT L 12 b OFF RIDGE VENT - — 0, -0� BFds. NGT. -0' LEFT ELEVATION SCALE. 1/4 . I'-0' TEXTURED FINISH OFF RIDGE VENT B'-0' BRG. HGTI$� S'-0' BRG. HGT a 0'-0' FIN. FLR _ - I$�- ------'-------'------_—_ _---------'---'—'--------- ,�0-OWN. FLR. RIGHT ELEVATION SCALE: 1/4 . I'-V TEXTURED FINISH A DECO. ' A CALSCALE:I -0' FIN. FLR. 1 N. RONALD REAGAN Sl LONGWOOD, FL32760 PH: 407-77"078 FAX: 407-7744078 www.abdesigngroup.com AA 8: 0003325 _ dd 6 a F: 9U13DIV. Ac TAT: ABBOTT PARK LOT #11 BLK #11 PROJECT* 04181.000-11111 MODEL• 4EBB "1828-CALI" GARAGE BVFWG: RIGHT PAGE: ELEVATION "D" 160 MPH EXP. C 17 9CALS: 1/4"=1' —0" SMET A2D ELECTRICAL LEGEND SYMMEIOL DEFINITION NOTES -e IMV OUTLET 20 AMP SINGLE FOLE IIOV OUTLET 110V OUTLET VT02 Q OUTLEM T WRED SWTC =,q)GFI IIOV OUTLET EOWPED WA61lrD PAIL NTERPI M IRIRSTAM 1Tft)TRJ 220V OUTLET (4) URRE CONNECTION i o(T. WATEpr%WM OUTLET GROUD FALT NTORRIPTlR �j &MTCM SWTCM 3-WAY OFER $4 SUIItCII 4-WAY OPER F.0 WALL NOWRD �J LOW CEILING LIGHT © LED CLG LIGHT LED VAPOR ©V' PROOF LIGHT O Vp VAPOR FROOF LOW OwomaOD CAN eVENT. PAN I CRAP PER SCL FT. VENT. PAN "Liam 1 OTI MR 62 PT. V FIXRIIE (SPECS TOD OY OULOOM O WRAP ® A AIUtlISUN O (IRECESSEO) =L4 1"EM, 2.04.0 WRAP AIVIND 2' R.UOPESC M -� 4' RUM/CENT X4' TRACK LIMIT 0 PANEL Nib METER • S D. RTTOKE oETeciaR BATr_ BdClC.IJP YE VASIMM WALL MOUNTED BATT, BACK-UP SD. erl" DETECTOR WCtleR2IUBL ® 8/GO OUK[ DUn�TOR CQ'� �L BE -mod DCM"TANCE OF NOT LEN THEN 4- FEOAM LIIHT Ll\ NATURAL GA! ► TMAPMM4 JACK WATER "MATE e� E0 A� olscON-Ecr ,E,EVAZQTO AIR CCNDITIONNPi O 2 DISCONECT �E'� � TELEVISION JACK CII LM Sox pwlawm TO Ee SPPORIEP N OJ-COX ACCORDANCE Of BON MARKED AS SUCH FOR OILING am CELNG PAN&IOIrT TO BE SUPPORTED N ACCORDANCE RV BON MMKED AS SUCH FOR paau W NCANDEICWT LIGHT STRIP 36' #CANDESCENT LIGHT STRIP nnnnnnnn 4V INC,A-009CONT LIGHT SIMP ROOD LIGHT �• OPT. "ImmTY IQTTAD PA PUSr-TON OUT FOR cNP'CS UBB FORT • LOCATION OF TV JACKS N PHONE OUTLETS N FANS TO BE VERIFIED • MOMEOINER FRO -CONSTRUCTION MEETING. • ALL IS N 20 AMP BRANCH CIRCUITS TO BE AMC FAULT F ICTECIED PER ELECTRICAL FRONBbIE OOF F eatlaN nmeJ N NeC 2IRn zO)' IPNS 7Tu • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GPI • SLAG (NOT ON KITCHEN CIRCUIT) • DIMOY,SIER DISCOMECT TO BE LOCKOUT N PANEL • BATHROOM EJSNAUST PAN TO NAVE MN CAPACITY OF SO CFM IN. ER IMENT MR ELECTRICAL PROVISIONS OF SECTION M01093 = TTH EDITION rime) • LAUNOW ROOM RCCOPTACLE SHALL BO GX.M FAULT CIRCUT-INTERRUPTER PROTECTION FOR PERSONNELDN PiPERS • WIRING METHOD SMALL BE MON METALLIC CABLE PER ELECTRICAL PROVISIONS OF PBCR TTIr ED 2y= ALL WOW TO COMPLY IITM ELECTRICAL PROVISIONS OF THE FBCR TTu m r2mo) • ALL LAMFB SHALL Be SELECTED BY BUILDER AND TS1L OF LIGI.ITNIG MMi ee RNeRTYT @FICIENT tTTe F[IR @PICIENCY) Zm70. TUf EDMMQR CEILING MTD. LIGHT TO BE INSTALLED, PROVIDE J-BOX FOR OPT, FAN ______________.______ OPT. COACH LIGHT ELECTRICAL PLAN SCALE: 1/4' . I'-C' METER FIELD VERIFY LOC. I L I I I l I'-b' r-6• I LED LIGHTING @ SINGLE LAV. BATH 02 150 AMP ELECTRICAL RISER NOT TO BCA.E. GOGRAL NOTE& A ELECTRICAL MATORIAL6 AND NSTALLATICNS SMALL COMP-L WITH ELECTRICAL FROVISIONS OF THE FBCR 1114 EETION t2 )20) LOCAL CODE&, AND ALL LOCAL POWER COMPANY REQUIREMENTS. B, ALL CONDUCTORS SMALL BE TYPE THNUTWW UNLESS NOTED OTHERWSE. PROVIDE 160 AMP, DO/24& VOLT, I PHASE SECDIDARV ELECTRICAL. SERVICe. PROVIDE 3 9 COPPER (Cw IN 1-IA" PIA SCIEDULO SI& PVC CONDUIT OR PROVIDE 3 Oro ALUMINUM (AL) N 2" DIA SCHEDULE &O PVC CONDUIT ULE66 SERVICE 16 PROVIDED BY THE ELECTRIC COMPANY. C 0WNATE WTM THE ELECTRIC COMPANY PRIOR TO CID. I I I I ® I I I I LED LIGHTING C DOUBLE LAV. BATH M PROVIDE 39A8 OL THM . RN CU IN2' CONDUIT OR 3 TWIN/0 AL, TWIN • R6 CU IN 2. CONDUIT OR 2/0 AL SEA rralJdUIT TO TERMINAT A3 ADlFIT • OV610Na)G.J CCTlNATION SERVICE DISCONNECT SaTCFI AND ELECTRIC METER N NEMA 3R ENCLOSRE °°"V"E n EQUrMm1 1 IT INTERSYSTEM SONONG TERMINAL AT LOW VOLTAGE CON/ECTIONS 1 4 CU 6~CE GROND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE FISCR TTM BDID@L171ffi01. S/S'N DIA X S FT LONG COPPER CLAD GROUND ROD IN 1• 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003326 p V !h Q 41 Tn u'7 SUDDIV. & LOT• ABBOTT PARK LOT #11 BLK #11 PROJECT# 04181.000-11111 MODEL.• 4EBB "1828-CALI" GARAGE 8TfWO: RIGHT PAGE: ELECTRICAL PLAN 160 MPH EXP. C ■ PLUMBING PLAN SCALE: 1/4 - 1'-0' TO 2' vTR2. VTR KITCHEN / I \�� 11/l' SINK W/ / � AUTO VENT I IR� 12' �\ r� �2. / jl 1/1 yf 1 In' � I 11/2�i� �2.1�.11/2, 2 r I IR' TUB 2 I Ld LAV i 3 3��,1/2'1 LAV WC 3 3' I I 3' 3• 11/2'� SHIM 2. P WASHER 2. 2 CO 4 PLUMBING RISER DIAGRAM d N. RONALD REAGAN Ell.LONGWOOD, FL32780 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: D003325 SUHDIV. Z LOT ABBOTT PARK LOT #11 BLK #11 PROJECT* 04181.000-11111 MODET. 4EBB "1828—CALI" GARAGE S VFMG: RIGHT PAGE: PLUMBING PLAN 160 MPH EXP. C HVAC NOTES I. ALL MECHANICAL EQUIPMENT SyALLL BE 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 FAB 4 MASTIC. AND INSTALLED AS PER FBC ITH EDITION (2020) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 181 CLASS I AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC 1TH 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, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FSC 1TH EDITION (2020) MECHANICAL CODE SECTION 403. S. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 9. ALL FIRE RATED CEILINGS AND WALLS SHALL HAVE AN APPROVED FIRE OR FIRE/SIMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO We.. RECOMMENDATIONS AND F5C 1TH EDITION (2020) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. 11. DRYER BOOSTER TO BE A FANTEC 4 DBF BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® BIDE -WALL OR 1 WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK — BROKEN LINE- RETURN TRUNK 1 SALANCING DAMPER OR COD 0 CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR THERMOSTAT m PASS-THRU AIR GRILL NOTE: ALL HVAC TO NAVE PROPER PANS W/ DRAINS SECURE STRAP TO CONC. CONDENSER W/ (2)-3/16'X2' TAPGONS UNIT SIMPSON W5 ROLL STRAP >ATTIC OR EQUAL CEILING EXTERIOR WALL PLENUM T y AIR RETURN SECURE STRAP TO UNIT W/ (2) 4' CONCRETE SLAB %XI 1/4' SHT. MTL. SCREWS SUCTION AND LIQUID AIR SUPPLY y REFRIGERANT LINES CONDENSER UNIT AIR HANDLER y CONNECTION TO PAD EXTERIOR WALL y 3/4' PVC CONDENSATE DRAIN LINE NOTE: MAIN COND. DRAIN 3/4' DIA. OVER HEAD Is 12' FROM STRUCTURE EVAP. TRAY y PVC SLEEVE TO LINES BELOW SLAB T REFRIGERANT LINES TO PLATFORM RETURN CONDENSING UNIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER FBCR 1TH EDITION (2020) MECHANICAL BLDG. CODE SECTION 301.2.4 HVAC DRAINS SCORIATED NICKEL FIN. FLOOR COUNTERSINK BRCNm FL. PL. OR WALL CA. PLUG BRASS PLUG -�—FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 8240-K JOSAM 56000 INSIDE HSERIES NICKEL BRASS TOP CAULK P.V.0 OPTI/SPEC vFL00R SLAB CLEAN -OUT (TYPN) FIN. GRADE OR PAVING SEE SPEC. I'-S'XS' CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED DEXT. GROUND CLEAN -OUT (TYPN MECHANICAL PLAN SCALE: 1/4 • I'-0' NOTE: ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED AT OR ABOVE F.P.E. ELEVATION. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdesigngroup.com AA#: 0003325_ _._.-A d � i1i ABBOTT PARK LOT #11 BLK #11 PROJECT# 04181.000-11111 MODEL' 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: MECHANICAL PLAN 160 MPH E . C 2X4 TOP PLATE — r'Lcuv T 7 Z PRE-FAB TRUSS IR' CLG. BOARD 1/2' DRYWALL —�_ � 1 SECURE ST. — PLATE TO SLAB W/ 10d MASONRY NAIL • 32' O.C. MAX FIN. FLR 2X4 WOOD STUDS •24' Or - ITIONS SUPPORTING HUNG PLUMBING RES AND WALL BETS SHALL BE NOT THAN 2x4, WHERE ED NOT MORE 16' O.G. OR NOT THAN 2x6, WHERE ED NOT MORE 24' O.C. i TYP. INT. WALL NON-BRG. D� SCALE: 3/4'.I'-0' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE PRE-ENG TWOS / MTL. DRIP EDGE 2x FASCIA PER TYP. I -0 ELEVATIONS O.H. VENTED SOFFIT I I 77 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY V-0' FIN. FLR 35/S'OR5 V2' DRYWALL 1/S' TOP CHANNEL (25 GA) Caa4e BEAD LQ' TWKK 2 COAT 1' cm m RA67ER APPLIED &TR+O7URAL FOR � 1/2' DRYWALL MAGONILY TO MAaOrICT 3 5/8' OR 5 3/S' METAL STUDS AnfM D TO FILL 24' O.C. 20 GA METAL TO BE C L A& FUR INSTALLED IN WALLS RECEIVING UPPER/ LOWER 3 S/V OR 5 CA"MD mAL CABINETS AND TUD/SFIOUIER 25 3/S' BOTTOM BAO(Ele ROD GA METAL TO BE NSTALLE0 CHANNEL (25 U ATTIO! STRIP IN ALL OTHER WALLS. STUDS GA) SECURED LFR MouLONG ALL TO � SPACED 16' O.C. AT 2ND TO GONG I N F.e M.ma FOR oAe ue DA� D (BY MLFJ FLOOR WALLS ADJACENT TO FLOOR UV 3/4' RfR 7 Y BR,�Tp STAIR WELLS AND BATHROOM PAP 4 TO w•eTR•. u.aC. FAGIRMW TO WALLS W/ TILE FINISH WOODFLOOR °DCO sAw WOOD JAMB r6R FPeoDucT GALV. STEEL W/ 1/4' WOOD AFFTr)vAL Imo. TRACK OVEM49AD DOOR! by otRens WOOD BASEBOARD SCREW BVfiaT� FASTND TO OLVE TRACK BRAG E Room tw PRODUCT APPROVAL FRO. FN18H FLOOR 213 GAS LINE THRU BLACK 3 GARAGE DOOR JAMBS 1-STORY TYP. INT. WALL D1 SCALE: I I/2'•I'-0' . "'.' ''''` 1A METAL STUDS NON-BRG. D1 SCALE• 3/4'.I'-0' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.IJ. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER 5/S' GYPSUM BOARD FASTENER SCHEDULE R O1/2' HIGH STRENGTH CLG. REFERENCEE REFERENCE STRUCTURAL SEE ENERGY CODE FORMS FI PRE -ENO TRUSS INSULATION R-VALUES REFERENCE STRUCTURAL MTL. DRIP EDGE PER ELEVATION 2x FASCIA PER ELEVATIONS R-4.1 INSULATION VENTED SOFFIT WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS Ix2 P.T. FURRING STRIPS � 24' O.C. I/2' THICK, 2 COAT PORTLAND g• CMU CEMENT PLASTER APPLIED I/1' GYP. WL. BID DIRECTLY TO MASONRY WOOD BASE n W/ WINDOW OPENING ti 0'-C' FIN. FLR ROOF SHEATHING THICKNESS IS a ENGINEERED PER ASCE 1-I6 IN ACCORDANCE WITH FBCR 2020 1TH EDITION, SECTION R301.13 AND 16095.1. B TYP. WALL SECTION NO OPENING NOTE: METHOD TO BE USED FOR THE 4 1-STORY HIP BLOCK WALL INSTALLATION OF ROOF D1 GCALE' 3/4'.I'-0' UNDERLAYMENT IN ACCORDANCE WITH FBCR 905.1.1.1 OF THE FBCR 2020 1TH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM 0226 TYPE 11 OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT. FIBERGLASS SHINGLES FIBERGLASS SHINGLES 2X4 SPP 24' O.C. MAX. WITH UNDERLAYMENT WITH UNDERLAYMENT SECURE W/ (2) 12d NAILS AS PER FBCR 905JJ. AS PER FBCR 905.1.1. • EA. END ROOF SHEATHING ROOF SHEATHING 2x BLOCKING BETWEEN TRUSSES THICKNESS AS PER THICKNESS AS PER PER STRUCTURAL DETAILS SHEET SNI. SHEET SNI. SECURED PER SECURED PER FASTENER SCHEDULE FASTENER SCHEDULE STIFFBACK AT ALL UPRIGHTS MTL. DRIP EDGE PER STRUCTURAL DETAILS MTL. DRIP EDGE 2x FASCIA PER MAX PRE-ENG WD- TRUSS ax 2x FASCIA PER ELEVATIONS O. ELEVATIONS VENTED SOFFIT PER ELEVATION VENTED SOFFIT WALL SHEATHING CONT. 2x RAT RUN SECURED PER THICKNESS AS PER STRUCTURAL DETAILS WALL SHEATHING SHEET SNI. SECURE PER SEE ENERGY CODE FORS FOR THICKNESS AS PER FASTENER SCHEDULE INSULATION R-VALUES SHEET SNI. SECURE PER ON SHEET SNI PER ELEVATION FASTENER SCHEDULE PRE -ENO. GABLE TRUSS 5/8' GYPSUM BOARD OR 1/2' ON SHEET SNP. WEEP SCREED NIGH STRENGTH CLG. BOARD PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 2x P.T. SECURED PER R-4J INSULATION STRUCTURAL DETAILS WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS FERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS • 24. O.C. 1/2' THICK, 2 COAT 1/2'GYP. WL. BD. PORTLAND CEMENT WOOD BASE 'Cm PLASTER APPLIED DIRECTLY TO MASONRY 0-0' FM. FLR ° ° — 0'-C' FIN. FLR 8' CMU m . ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE 1-I6 IN ACCORDANCE WITH FBCR 2020 a 1TH EDITION, SECTION R301.13 L 3 AND 16095.1. n W/ WINDOW OPENING n TYP. WALL SECTION " " NO OPENING NOTE: ��l-STORY GABLE BLOCK WALL METHOD TBE USED FOR THE INSTALLATION OF ROOF D1 SCALE: 3/4'-1'-0' UNDERLAYMENT IN ACCORDANCE WITH FBCR W5.1.1.1 OF THE FBCR 2020 1TH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM 0226 TYPE 11 OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA 8: 0003325 J 11 NOR p U y Pad i N W Q L I SVSDIV. de LOT ABBOTT PARK LOT ##11 BLK ##11 PROJECT* 04181.000-11111 UODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH E . C ''*�ABOU"CP� DATE: 08/15/21 SCALE: 1/4"=1'— 0" SHEET D1 TOP. 2X6 P.T. • CENTER OF DOOR HEADER SECURED W/ (V I/2' X O' J•BOLT W/ 4' MM. EMBEDMENT W/ 2' X 2' X Va' WASHER 4 NUT OR W/ l2) Vt' X a' ANCHOR BMTS WJ 2' X2' X V8' WASHER 4 NUT O" CURE 2x4 TO NA W/ ° ° I/4' TAPCONS 1 VU• Elmo. a• O:C. 4' END DIET. 1 V!' EDGE DIST. ° 2X6 GARAGE DOOR BUCK SECURED W/ (6) V2' X a' J-BOLT OR ANCHOR BOLTS, W/ 4• MIN. EMBEDMENT, IW 2• ° X 2' X 1/8, WASHER 4 NUT. (V WITHIN a' OF TOP, (V WITHIN 8' OF THE 6TM, O (3)EVENLY SPACED. ° NOTES. ALL ANC 4ORD SMALL BE IN ACCORDANCE TO MAKFA.CTURERS INSTALLATION INSTRUCTIONS WHERE fl Y p16TA)CTIdJ® 4 M ATR616FNT GARAGE DOOR BUCK ATTACHMENT YJL6 w••P-O' a' CMII I/2' DRYWALL 1.4 P.T. OR 6/4'X4' MM. SECURE THRU FRAME 4 ❑ I'X4' EXTEND 1-1/4' INTO P.T. NAILER BLOCK V !I/W' TAPCONS Doan CASING (MIN. SWANK SIZE AS MM, HEAD SIZE 300 MIN. EMBEDMENT 1-114• WTHM 8. OF EACH END DOOR JAMB OR UR40M 4 W O.C. MAX 6PACMG ATTACH TO 2X PER MNVFACTURES DETAILS, NOTE, SHIM AS, NEEDED TO PLUMB JAMB (DO NOT EXCEED 114') DOOR JAMB TO BLACK +3/4" OR +5/4" TO BLACK +3/4" OR +5/4" A IIBiD01f 2X4, Ell SECURE TO BLOCK UV 3/16' TAPCONS (MIR SHAW SIZE J45 MM. HEAD SIZE 300 MIN. EMBEDMENT I VW) WTHNN a' OF EACH END 4 W O.C. MAX 8PACNG. 2X6, SECURE TO BLOCK W/(2) 3/I6' TAPC," MIN SHIMK SIZE J45 MIR HEAD SIZE 300 MIN EMBEDMENT I V4') WITHIN W OF EACH END a. Q'M1l 4 18. O.C. MAX SPACING N' DRYWALL 2X8, ® MX4' SECURE TO BLOCK P.T. NAILER WIN) 3/16' TAPCONS DOOR CABMG (M21 814 K SIZE J48 MM. HEAD 811E 900 MIN EMBEDMENT I V4') WITHIN W OF EACH END 4 6. Or-. MAX DOOR JAMB OR WINDOW OPACIW' ATTACH TO 2X PER MANFACTURREB DETAIL&. NOTE, SHIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED 1/4.1 DOOR JAMB TO BLACK +1 1/2" �s A TO HIACK +1 1/2' 2X4, 011 SECURE TO BLOCK W/ 3K• TAPCON6 (MIN. SWANK SIZE J0 MIN. HEAD SIZE 300 MIN. EMBEDMENT I V49 WITHIN a' OF EACH END 4 W O,C. MAX 6PACMG. 2X6, SECURE TO BLOCK WK2) 3/16' TAPCCN6 (MM. GNAW SIZE 345 MK MEAD 612E 3" MIN. EMBEDMENT 1 V4') WTHM W OF EACH END O' CI'AU 4 16' OG. MAX SPACING. 1/2' DRYWALL 2X8, SEGUE TO BLOCK I'X4' W92/ 3/Nr' TAPGONS P.T. NAILER (MIN. SHRANK 612E J40 T/16' ObD. X 4' MM. MIN. HEAD 612E 300 MIN. E E EDMENT 1 V4') DOOR CASING WTHM a' of EACH END 4 b' OG. MAX SPACING. DOOR JAMS OR WINDOW ATTACH TO 2X PER MAKFACTIRE6 DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLACK +1 15/16" niti'INDOR TO BLOCK +1 15/18" 2X4, 010 SECURE TO BLOCK NV 3/I6' TAPCONS (MIN. 6HANK SIZE J46 MIN. HEAD 612E JIM MIN. EMBEDMENT 1 1/4') WTHM V OF EACH END 4 10' O.C. MAX SPACING. NOTE, STRUCTURAL 2X MUST BE 2X6, ® ON OUTSIDE 4 SECURED SECURE TO BLOCK THROUGH NON-STRUCTURAL 3A6' TAPCON MM. 1-V4' I0W2) 3AW TAPCONS EMBEDMENT INTO BLOCK (MIN. SHANK SIZE J45 MIN. HEAD SIZE J00 MIN, Q'IBEDMENT 1 1/4•) WTHM a• OF EACH END a' Cm 4 W OZ, MAX 6PACW- V2' DRYWALL 7X8, ❑ SECURE TO BLOCK I'X4' WK2) 3/I6' TAPCONS P.T. NAILER (MIN. 614MK SIZE J4a DOOR CASING MRI HEAD SIZE 300 MIN. EMBEDMENT 11/4') WTHM VOF EACH END 4 W Or -MAX SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +2 1/4' f111B'iDOlf TO HACK +2 I/4" u 2X4, m SECURE TO BLOCK 03/I6' TAPCONS (MIN. SHANK 812E .140 MR HEAD SIZE 300 MIN. EMBEDMENT I V47 WITHIN a' OP EACH END 4 18' OG. MAX 6PACMG 2X6, m SECURE TO BLOCK WK2) 3/16' TAPCONS (MIN. SWANK Sig .148 MIN. HEAD 612E 300 MIN. EMBEDMENT I V4') WITHIN VOF EACH END 8' cm 4 Is, D.C. MAX SPACNG V2' DRYWALL 2X6, m ❑ SECURE TO BLOCK VX4' W92) 3/16' TAPCONS P.T. NAILER (MIN. SHANK SIZE J48 DOOR CASING MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WTHM VOF EACH END 4 B' O.C. MAX E"Ar-W- DOOR JAMB OR WINDOW ATTACH TO 2X PER MANFACTURE6 DETAILS, NOTE, SHIM AS NEEDEO TO PLUMB JAM15 (DO NOT EXCEED 1/49 DOOR JAMB TO BLACK +3" /�1B1xDOw TO_Brnre i9^ 2X4, 1311 SECURE TO BLOCK W/ 3AV TAPCONS (MIN. SHANK SIZE J40 MIN HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN VOF EACH END 4 IS' O.C. MAX 6PACMG NOTE, STRUCTURAL 2X MUST BE 2X6, ® ON OUTSIDE 4 SEGUED SECURE TO BLOCK THRROUGN NON-STRUCTURAL WW2) 3/16' TAPCON6 3AV TAPCON MIN. 1-1/4' (MIN. SHANK SIZE J46 EMBEDMENT INTO BLOCK MK MEAD 612E 300 MEN. EMBEDMENT I V49 O' OF EACH END a. CM 4 18. O.C. MAX 8PACMG. W' DRYWALL 2Xa, ® I'X4' SECURE TO BLOCK P.T. NAILER W92) 3AV TAPCON6 DOOR CASING MIN 6HANK 612E .146 jk MN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4•J WITHIN VOF EACH END MEMBER WW2JI2d WITHIN W O.C. MAX SPAC DOOR JAMB OR WINDOW ATTACH TO 2X PER NOTE, SNM AS NEEDED TO PLUMB MANFACTURES DETAILS. JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLACK +3" F 2ND 2X SEGUE TO STRUCTURAL O' OF EACH END 4 6' TO a' Or- MAX 2X4, 011 SECURE TO BLOCK UV 1/4' TAPO" (MIN. SHANK 612E J48 MIN. HEAD SIZE 300 MIDI EMBEDMENT 1 1/49 WTHM 8' OF EACH END 4 W D.C. MAX 6PACING. 2X6, SECURE TO BLOCK 111W2) 1/4' TAPCONS (MIN. SWANK SIZE." MIN. HEAD 61ZE 300 MIN. E WDF'MW I V4.) WITHIN W OF EACH END 4 Is' OG, MAX 6PACING 2Xa, SECURE To BLOCK WK2) V4' TAPCONS (MRI GNAW SIZE J4& MIN. HEAD SIZE 340 MK EMBEDMENT 1 1/49 WITHIN O' OP EACH END 4 10' OL. MAX 6PACING ra' C u Q V2' DRYWALL I-X4' P.T. NAILER TA6' 0.62, X 4• MIN. i- DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANFACTURES DETAILS, NOTE, 8141M A8 NEEDED TO PLU15 JAMB (DO NOT EXCEED VW) DOOR JAMB TO BLACK +3 7/18" 1RNDOlI TO HIACK +9 7/18" 2X4, SECURE TO BLOCK IW 1/4' TAPCONS (MK 614" SIZE J48 Mel HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN O' OF EACH END 4 W OG. MAX 6PACNG 2X6, SECURE TO BLOCK WK2) I/4' TAPO" (I"1M. SWANK SIZE .145 MAN. HEAD SIZE -%M MIN. EMBEDMENT 1 V4') WTHM 8. OF EACH END 4 10' O.C. MAX BPACMI, 2X8, SECURE TO BLOCK WK2) 1/4' TAPCOMB MIN. 614ANK SIZE J40 MIN. 1EAD SIZE 300 MIN, EMBEDMENT 1 1/49 WTHM 8' OP EACH END 4 W O.C. MAX SPACING. NOTE, STRUCTURAL 2X MAT BE ON OUTSIDE 4 SECURED THIRD" NON-STRUCTURAL 3/6' TAPCON MIN. I-V4' EMBEDMENT INTO BLOCK L�1 a' cm 47' DRYWALL 1 X4' P.T. NAILER I P.T. X 4' M. DOOR C.ASMG DOOR JAMB OR WINDOW ATTACH TO 2X PER MANFACTREB DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLACK +3 3/4" /'11T1NDOW TO BLOCK +3 3/4" 1 N. RONALD REAGAN BL LONGWOOD, FL 32760 PH: 407-774-6078 FAX: 407-7744078 wwwabdesigngroup.com AA #: 0003325 a F C $vBDIV. Me LOT ABBOTT PARK LOT #11 BLK #11 PROJECT* 04181.000-11111 MoDmu 4EBB "1828-CALL" GARAGE SUING: RIGHT PAGE: DETAILS 160 MPH ElP. C DCALM: 1/4"=1'-0" 1 PRODUCT APPROVAL LISTING SHINGLE (STANDARD) FL# MANUFACTURER CATEGORY DESCRIPTION CODE VERSION EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1Z/31/2021 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10456.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10441.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/22/2023 11496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/32/2021 10860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 11496.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11495.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/22/2023 13904.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 10531.16 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 10531.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2020 FBCR 12/31/2023 32502.1 PLY GEM PANEL WALLS SOFFIT 2020 FBCR 12/31/2023 16S03.1 KAYCAN LTD. PANEL WALLS EXT. SOFFITS 2020 FBCR 12/31/Z023 12019.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2020 FBCR 3/2/2030 18644.2 MI WINDOWS & DOORS FIXED GLASS - 2020 FBCR 11/18/2022 27676.10 MI WINDOWS & DOORS SINGLE HUNG - 2020 FBCR 8/28/2022 15332.9 MI WINDOWS & DOORS SLIDING GLASS DOOR - 2020 FBCR 12/31/2024 153S3.3 MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS 2020 FBCR 12/31/2024 15353.4 MI WINDOWS & DOORS WINDOWS VERTICAL MULLIONS 2020 FBCR 12/31/2024 17869.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2020 FBCR 12/31/2021 5678-RS CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 12/31/2038 15279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 15279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR S/21/2028 23955.1 THERMA-TRU EXT. DOORS 6'-8" EXTERIOR DOOR 2020 FBCR 12/31/2021 23955.4 THERMA-TRU EXT. DOORS 8'-0" EXTERIOR DOOR 2020 FBCR 12/31/2021 23956.2 THERMA-TRU EXT. DOORS V-8" SWINGING EKT. DOOR W/SIDEUTE 2020 FBCR 12/31/2021 23956.5 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR W/SIDEUTE 2020 FBCR 12/31/2021 23956.4 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR 2020 FBCR 12/31/2021 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2020 FBCR 12/31/2024 15216.1 OWENS CORNING - RHINO U20 ROOFING UNDERLAYMENT 2020 FBCR 12/31/2023 3792.2 LOMANCO, INC. ROOFING ROOF VENTS 2020 FBCR 8/17/2021 10477.1 JAMES HARDIE BOARD ARTISAN 2020 FBCR 12/31/2023 13192.2 JAMES HARDIE BOARD PLANK 2020 FBCR 12/31/2023 13223.2 JAMES HARDIE BOARD PANEL 2020 FBCR 12/31/2023 19901.1 JAMES HARDIE BOARD REVEAL 2020 FBCR 12/31/2023 13265.1 JAMES HARDIE BOARD SOFFIT 2020 FBCR 12/31/2023 30310.2 IKO SHINGLES 30 YEAR 2020 FBCR 12/31/2024 158.1 CASTCRETE STRUCTURAL LINTELS 2020 FBCR 5/21/2022 FL 15272.1 ALSIDE'ZT' VINYL SOFFIT SOFFIT 2020 FBCR 12/31/2023 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2020 (7th EDITION) BUILDING CODE INFORMATION SYSTEM WWW.FLORIDABUILDING.ORG CONTROL DATE:05/05/2021 d N. RONALD REAGAN 81 LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngmup.com AA #: 0003325 h r GI m Gf 8S a SLTHDIV. & MT: ABBOTT PARK LOT #11 BLK #11 PROJECT/ 04181, 000-11111 11LODELs 4EBB "1828-CALI" GARAGE BMWO: RIGHT PAGE: PRODUCT APPROVAL LISTING %J60 MPH EXP. C 117 ROLJ WA. ABOUCHOM L AR NO 93723 A DATE: 06/15/21 SCALE: 1/4"=1'-0" SHEET D3 PREFOR•ED CONTROL JONT FLANGE OF CONTROL JOINTS Td BE WIRED TIED TO LATH • 9' O.C. MAX (VERTJ. MOM, DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES WV TO TEMP SECURE LXJOS•1 • OURNG INSTALLATION —1 FASTENERS t0 BE SPACED-7 • T' O.C. MAX VERTICALLY MAX j' THICIS 3 COAT CEMENT PLASTER WIFE LATER 4. FORTIFIBER OUILONG PAPER APPROVED METAL LATH FASTENED 01' (VERTJ O.C. MAX AT SUPPORTS WRB LAYER 9, STUD= WRAP 0000 814EAT14M LATH SHALL NOT - - _ DE CONTINUOUS v ro s• .• ro P• THIRIOUSM CONTROL \ n- JOINTS BUT SHALL BE STOPPED AND TIED AT EACH SIDE. PROVIDE 2X4 BLOCKING PER ASTM C10S9 \ PLACED PLAT MAX S' TO S' FROM CONTROL JOINT WHEN \Nam, CONTROL JOINT FALLS ON L FASTENERS FOR LATH TO BE NAILS ON' i / ST$WCTURAIL STD STAPLES N COM PLIANCE UV ASTM CIDS3 r 2. WIRE TIES TO BE (NO. IS) 00418' WIRE / 3. BLOCKING 614004 MAY BE N ADDITION/ \ TO WALL STUDS REQUIRED PER PLAN IMNNINNI ' � Nlgll ioNN"IIIIMpNRt� � p O"M" TYPE CONTROL JOINT OLPOL---PT.A 0 LPOW HUM -Pr.A ®FOLD 2. CR.Y..1-T. ;" k OL POLO RY"LIO - ® L POLO NIY111D - PT. A R.4 a. eleeAr . rt. e 7. OIOAM - M.6 !. CIOAN - R. M ►COY! - PT. C POLO T. C O PR. 0 TILL PT. C TOIIOCW lO ® all.L.IR. n. ® ®%D IX)Tren ".''N0° wTRTIWR MAL POLD. pQ Imcur MaI•.(r PLYIOR (OW WRB LAYER 91. FORTPIBER BUILDING PAPER ~'e MILT) 00 LAYER 9, OTLOW uRA m" OIL,) LAP LAIR! MT nuLDRle ~ OAR NAILDNk ILMtlL lTOP M�IIII l� OLT) PotAlm OR OL MMCFAUALLOC� Ns WALL PLA«1tl DETAIL) fLARIeY1 (..! U e� NITALL IL,�IRIIIN AT COI'rOM O• ROMP e WALL NrBILMII" rJA WRY NOSE, APPROVED BUILDING WRAP SMALL BE LAPPED A MINIMUM OF e' • VERTICAL LAPS (ROLL ENDS) G &' • HORIZONTAL LAPS. ALL SEAMS NEED TO BE TAPED WITH FORTIBER SHEATHING TAPE / N, r nnL LAP . rerAL uru / \ LATH VERTICAL LAP TO BE P METAL LATH I STUCCO LAYER 9, STUCCO WRAP MN FaM.t.Ar OCUV ONLYLAYER -2, / DUILDM PAPEFORMIFIDER� JI 2 SCALE, I V2'.I'-0' VERTICAL LATH & PAPER DETAIL WOOD NOTE, SHEAn SIDE LAPS OF METAL PLASTER RASES SHALL BE SECURED TO DWLDR PRAMM M'EM'IDERB. PAPEP THEY SHALL DE TIED WITH 00415-IN. (121-MM) STUOM WIRE AT INTERVALS NOT MORE THAN 9' (229-M MA AS PER ASTM C10063. ® K I C K O U T FOR REPAIR OF TEARS IN WRD LAYERS• TEARS DETAIL MAY BE PATCHEDTA Wn+DueE uRAP TAPE PER MANJP. SPEC. OR PEEL R STICK j' THICK, 3 COAT CEMENT PLASTER METAL LATH UM LAYER -2. FCRTIFIBER BUILONG PAPER WOOD SHEATHS. 1:col VMe] .G1 M0". v PIPE/ WIRE TO UM LATER d, PCRTIFEER BUILONG PAPER METAL LATH S'xf' SELF-ADHERNG MEMBRANE PLASHMG OVER 4'a4' SELP-ADHERNG MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. PLASHING TO EXTEND ONTO PIPE W CONT. DEAD OF SEALANT NSTALL APPROVED HOUSE~ AIR NFILTRATION DARRIEIF OVER SHEATHING ELASTO'ERIC COATING OVER STUCCO/ C.V. PMISH (SEE TYP WALL SECTION) SECTION PER SECTION RTi Exlrlgr IRtlGIIo WQwool Extemr u f porliand cement plaster shall comply wth the application requirements of ASTM C 828-180. Installation of manor lathing and framing :0 comply vnth ASTM C 1083-18a, or ASTM 1787, 47c4' SELF-ADFERRNC- MEMBRANE 6• FLASHING (COMPATIBLE W/ HOUSE 4 WRAP MATERIAL) OVER APPROVED HOUSE PLASM t0 EXTEND ONTO PIPE + I' OR LESS PIPE 4 I~ SELF -ADHERING MEMBRANE PENETRATION PLASHING (COMPATIBLE W/ HOUSE I WRAP MATERIAL) OVER 4'x4' SELF -ADHERING MEMBRANE 1 PLASHING OVER APPROVED HOUSE WRAP. ``'�„ : PLASHING TO EXTEND ONTO PIPE CUT AND OVERLAP ONE SIDE OFF SELF -ADHERING M'EM ISIl 'E FLASHNG STEP 01 WOOD SHEATHING OR CMu WRIS LAYER "I, STUCCO WRAP (FRAME ONLY) ¢' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER(CMU) METAL LATH (FRAME ONLY) LAP WR5 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 O"L" FLASHING N.T.S. PIPE N.T.S. LEGEND DRAINAGE PLANE (WR5 LATER *I, STUCCO WRAP) WR5 LATER *2 (FORTIFIBER BUILDING PAPER) METAL LATH STUCCO CUT AND OVERLAP ONE SIDE O' SELF -ADHERING MEMBRANE FLASHING x—x—x—x WOOD OR 7/1ro" ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — — NOTE: METAL LATH: LATH TO 5E PER SECTION R"103.11 / ASTM C-I541-14a, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX 407-7744078 www.abdosigngroup.com AA S: 0003325 J 4 # ISVHDM Ae LOT: ABBOTT PARK LOT #11 BLK #11 PROJECT# 04181.000-11111 MODEL: 4EBB "1828—CALI" GARAGE 81111 TGi RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C INSTALL V SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST, SEn"�*'r� CF FLAS ING TO BE: 1. BOTTOM. 2. SIDES. 3. TOP VENT CAP IS TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE ' TOOLED SO AS TO DEFLECT i - WATER AWAY FROM JOINTS. E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL iX JOINTS AND INTERSECTIONS ' I APPLY SEALANT AT PERIMETER OF BACKER ROD NON -MOVABLE FRAME AND STUCCO ON ALL SIDES. 14' CAULKING • JOINT ALL AROUND PER SECTION R703.7 Exterior lathing and plastering BACKER ROD Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 926-18b. X X. Installation of exterior lathing and framing shall comply with ASTM C 1063-19a, I or ASTM 1787. WRB LAYER 9, STUCCO WRAP ; -.; HOODED VENT k THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER -2, FORTIFIBER BUILDING PAPER WOOD SHEATHING DRYER VENT (FRAME) WOOD SHEATHING LAYER M, STUCCOP WRA LAYER 4, FORTIFIBER BUILDING PAPER wDoO GONSTUCTION 44� METAL LATH VINYL CASM BEAD W RAISED BAND Vgip V tya ALL 6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING Z PLASHING STONE VENEER OVER SCRATCH COAT HORIZONTAL WEEP SCREED W/STONE VENEER (FRAME TO BLOCKZ LEGEND DRAINAGE PLANE (WRB LAYER "I, 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-841-14a, 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 PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANTS TOP 4 SIDES 6B DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH / WALL 1 6' SELF ADHESIVE - FLASHING (INSTALL PER MANUF. SPECS.) BUILDING PAPER UNDER 'QUICK FLASH' ELEC. METE1 VERIFY LO �V. A VENT PENETRATION SCALE: N.T.S. /'RC.H IV ICCL.CIVC STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION I ELEC. METER FIELD VERIFY LOCATION CONSTRUCTION WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER THICK, 3 COAT CEMENT ,ASTER 36' 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 " __ "' I—. R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES 7.O SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER 41, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW THAT 9 BRANE _ BOX, FACE EDGE CUT SUCH NO MEM ENTERS APPLY TO SHEATHING LAYER -2, FORTIP15ER BUILDING PAPER METAL LATH OOD WT/S' TEXTURED CONSTRUCTION y�FINISH • WOOD FASTEN TO WOOD STRUCTURAL MEMBER • 1' O.C. MAX a' CMK' TO K' MID -WALL — �4 6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING. V FINISH • MASONRY (�4 HORIZONTAL WEEP SCREED {FRAME TO BLOCK) e' WRB LAYER °I, STUCCO WRAP WRB LAYER •I, STUCCO WRAP APPLY " MIN ® SEMBRANE IWa rLA GRADE 'D' FELT MEMBRANE FLASHING OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP WRB LAYER °2, FORTIFIBER BUILDING PAPER STEP *3 STEP *4 ELASTOMERIC COATING OVER STUCCO/ G.V. FINISH APPLY E-Z BEAD o • a. o (SEE TYPICAL WALL SECTION) OVER 60 MIN e 10 GRADE 'D' METAL LATH FELT -PROVIDE °o SEALANT AT ALL JOINTS AND : INTERSECTIONS O.o.e.ee< STEP 05 STEP #ro OELECTRICAL RECEPTACLE 4 N.RONALD REAGAN Sl LONGWOOD,FL32760 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003326 �f LI R u-1 SiJHDIV. de LOT: ABBOTT PARK LOT #11 BLK #11 PROJECT# 04181.000-11111 MODEL• 4EBB "1828—CALI" GARAGE OWWO: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH C 17 I W N-AM A Aeo� AR NO fl D TE 08/15/21 SCALE: 1/4"=1'-0" 9HERIT64 T dd A2 WOOD SHEATHIN WOOD � CONSTRUCTION V HAT CHANNEL ' TYPE 'X' DRYWAL9L WOOD SHEATH ' B NG WRLAYER , STUCCO WRAP }' THICK, 3 COAT CEMENT PLASTER 'UPS LAYER 9, STUCCO WRAP WRB LAYER 4, FORTIFIBER BUILDING PAPER }' THICK 3 COAT CEMENT PLASTER W SAF. • TOP OF WEEP SCREED TO SHEATHING BEHIND WEEP SCREED �6' SELF-ADHEREING FLASHING WRAPPED • TOP OR WEEP SCREED `:, TO SHEATHING BELOW X UPS LAYER 9, STUCCO WRAP ' WRB LAYER 02, FORTIFIBER m I IBUILDING PAPER "--6SELF-ADHEREING UAQD LAYER 9, `,_<FLASHING WRAPPED STUCCO WRAP �a n •CRN OER OF CANTILEVER `� AMICO AMi6'IW 1G -JW 2 4' POSITIVE DRAIN IIPEP iV-.CEEIM, CUSTOM CASING BEAD NO GAP N FIELD —Z (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) rCASING BEAD DTLAP CANT. SCALE. 1 IR' • 1'-m' NOTE: METAL LATH: LATH TO 5E PER SECTION R1031.1 / ASTM C-641-14a, MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFIGATIONS) 3/4 RESILIENT HAT CHANNEL VINYL CASING BEAD 5/8' TYPE 'X' DRYWALL W/TEXTURED 1 PAINTED FINISH }' THICK 3 COAT CEMENT PLASTER VINYL CORNER BEAD 0 VINYL CASING BEAD L 11D DRIP EDGE INSTALLATION 5/S' TYPE 'X' DRYWALL W/TEXTURED 1 PANTED FINISH � }' THICK 3 COAT CEMENT PLASTER VINYL CORNER BEAD VINYL C�I��� WOOD CONSTRUCTION WEATHER RESISTIVE BARRIER -1 WEATHER RESISTIVE BARRIER "2 }' THICK 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING (2) 2x12 HEADER 4' POSITIVE DRAIN NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) WOOD CONSTRUCITON WEATHER RESISTIVE BARRIER 9 WEATHER RESISTIVE BARRIER -2 }' THICK 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING HEADER/BEAM (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) lu RIP EDGE INSTALLATION EXT. WOOD FRAMED WALL SAD -FLOOR DECKING PRE-ENG'D TIM" WEATHER RESISTIVE BARRIER 9 )WEATHER RESISTIVE. 26AMER 4 I,RA8f1�ER3 COAT CEMENT METAL LATH WOOD OWATNMG— EXTERIOR GRADE DRY ULU-L {' THICK 3 COAT C 0 CANTILEVER DRIP EDGE FINISH LAYER (2 LAYER 3' X 3' 26 GA GALV. PMETAL DRIP EDGE EEL 1 STICK) ,.._._._� SET N FULL DED OF PEEL ( SEALANT. M STICK • DRIP SPACE FROM DM DRIP EDGE TO FACE TO TREX DECK CONTINUOUS WATER PROOFING I■t , \ LAYER (2 LAYER PEEL STICK) WRAPPED FROM DALCONY DECK TO — CANTILEVER 6' PEEL 1 STICK • DRIP EDGE TO DECK Yi GAP FOR SA M5,-- ROD 1 SEALANT PHISH LAYER (2 LAYER FEEL 1 STICK) 3/4 RESILIENT --% W/TEXTURED 1 PAINTED FINISH j' THICK. 3 COAT CEMENT PLASTER VINYL CORNER BEAD —I VMYL CASMfi BEAD -� V GAP FOR BACKER ROD 1 SEALANT VINYL CASING DEAD ' WEATHER RESISTIVE BARRIER 9 WEATHER RESISTIVE BARRIER 4 DECK MEMBRANE, EXTEND OVER DRIP EDGE 3' X 3' 26 GA GALV. METAL DRIP EDGE SET IN FULL SUED OF SEALANT,.1' MIN. SPACE PhOM DRP PACE TO TREX - VINYL CASING BEAD WATER PROOFING I■t LAYER (2 LAYER PEEL 1 STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER }' THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING WEATHER RESISTIVE BARRIER 9 BALCONY DRIP 11 EDGE INSTALLATION COLUMN SHEATHING WEATHER RESISTIVE BARRIER 9 j, WEATHER RESISTIVE I :. BARRIER 4 6' SAF. i' PEEL 1 STItGC I WxY 'L' FLASHING FULLY EMBEDDED N ROOF CEMENT IV X 3' 26 GA. GALV, METAL DRIP EDGE Yi GAP FOR BACKER SET IN FULL BED OF ROD 1 SEALANT SEALANT, %V MIN. Ic :; SPACE FROM DRIP FACE TO TREX WEATHER RESISTIVE VINYL CASING BEAD t4 BARRIER 9 f� WEATHER RESISTIVE WATER PROOFING It :;' BARRIER -2 LAYER (2 LAYER PEEL 1 � EXTERIOR COLUMN L E G E N D STICK) .wuwea.a.w COLUMN SHEATHING PEEL 1 STICK 6' SAP. I)Vx3"L•FLA8HING DRAINAGE PLANE (WR5 ® RooR ROOF TOED IN LAYER 01, STUCCO WRAP) 1,16'x 3. 26 GE •• - •• METAL DRIP EDGE ME E — WR5 LAYER 02 (FORTIFI5ER ... — I K'XI J1' P.T. OR 81MULATED SET IN FULL BED OF BEALANr,11•MIN. BUILDING PAPER) WOOD(TREX)FILLER CONTINUOUS SPACE FROM DRIP ,,_.'FACE )','GAP FOR SEALANT TO TREX VINYL CAGING BEAD METAL LATH X—X—X—X OPT. BACKER ROD. WATER PROOFING lot MODIFIED w LAYER (2 LAYER PEEL 1 STUCCO L. 3/4 RESILIENT HAT CHANNEL STICK) WRAPPED FROM BALCONY DECK TO VINYL caeING BEAD CANTILEVER WOOD OR /Iloo' ZIP WALL COAT CEMENT �� R3 SHEATHING 5/8' TYPE 'X' DRYWALL METAL LATH W/TEXTURED 1 PAINTED WOOD SHEATHING SELF-ADHESIVE FLASHING — — — — — FINISH }' THICK 3 COAT CEMENT ""�--4' POSITIVE DRAM WEEP SCREED PLASTER IN FIELD VINYL CORDER BEAD (SHOWN FOR CLARIFICATION OF VINYL CASING BEAD SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11C EDGE INSTALLATION ® COLUMN (W/"L" FLASHING —� SCALE NTS WOOD SHEATHING 2. FRAMING MEMBER }' THICK 3 COAT CEMENT PLASTER 21/2' CER AD FASTENED TO SHEATHING .... C • T O.MAX. G. IERQ olo"macs# WOOD SHEATHING UTIVE DRAM METAL LATH 3CBEE2 WRB LAYER 4, FORTIFIBER N OF BUILDING PAPER ONLY) 14A CORNER HEAD ® FRAME lk 2 1/2' l CORNER BEAD (FASTENER t SPACING m l' O.C.) CMU 1/2' THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY (141DJ CORNER BEAD OP BLOCK WRB LAYER N, STUCCO WRAP -' ' WOOD SHEATHING WRB LAYER 02, FORTIFIBER BUILDING PAPER WRB LAYER "I, METAL LATH ; i T I STUCCO WRAP }' THICK, 3 COAT CEMENT 1 WRB LAYER 02, FORTIFIBER PLASTER ; BUILDING PAPER 6'5ELF-ADHERIN63 METAL LATH FLASHING n d' THICK, 3 COAT CEMENT ' (EXPLODED IEW FOR PLASTER ' CLARITY) DRIP GAP \ WINDOW FLANGE WRB L ER @I', STUCCYWRAIP ' WRB LAYER -2, FORTIRBER i BUILDING PAPER METAL LATH ■ i t }' THICK, 3 COAT CEMENT PLASTER M 6'SELF-ADHERING FLASHING i DRIP CAP `\ WINDOW FLANGE �L 15B CASING BEAD ® WINDOW ( FRAME, NO BAND. d N. RONALD REAGAN BL LONGWOOD, FL 32760 PH: 407-7746078 FAX: 407.774-4078 www.a bdesign grou p.co m AA #: 0003325 a ryas � u� �i SI H BUDDIV & IAT ABBOTT PARK LOT ##11 BLK ##11 [PROJZCT# 04181.000-11111 MODEL' 4EBB "1828-CALL" GARAGE I WMQ: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH M. C 1 NO PRINT 06 15 21 DATE / / SCALE: 1/4"=1'-0" SHEET WA3 WOOD SHEATHING WRB LAYER 02, FORTIFIBER BUILDING PAPER —� METAL LATH J' THICK, 3 COAT CEMENT PLASTER 6'SELF-ADHERING— FLASHING VINYL ANGLED CASING BEAD DRIP CAP — WINDOW FLANGE SHEATHING WRB LAYER "'I, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER I METAL LATH ,..(EXPLODED J' THICK, 3 COAT CEMENT VIEW FOR PLASTER CLARITY) WRB LAYER' STUCCO WRAI VINYL ANGL WRB LAYER' BUILDING PA METAL LATH THICK, 3 G PLASTER — 6'SELF-ADI FLASHING - DRIP CAP WINDOW FLANGE CASING BEAD @) WINDOW (15C (FRAME, W/BAND) WOOD SHEA METAL LATH )'i GAP TYP CASING BEAD TO TRIM IX TRIM MEMBER • STUCCO TO — SIDING TRANSITION SIDING -) STUCCO WRAP J' THICK 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 02, FORTIFISER BUILDING PAPER WOOD SHEATHING WRB LAYER 11, STUCCO WRAP \— CASING BEAD 6' SELF-ADHEREING FLASHING OR PEEL < STICK SIDING TO STUCCO 18 CASING BEAD (CROSS SECTION) WOOD "ATHMG- WEATHER RESISTIVE CARRIER M WEATHER RESISTIVE CARRIER 7 9(.' ?1 A %�LAP SIDR •' SELF-AD/ERNG FLASHING STARTER STRIP- 1 i4f I a �- a HIRING _���`, eaaaE i �elanvE WEATHER RESISTIVE - BARRIER 7 y w�� HeRMG GALVV METAL 'r FLASHNG SEAL Q00NINQ, pDOD DTTIMMMMMEMBER :. \ I U rrEMBER \� / OR APOAP OVEED SEALANT SIDING TO STUCCO ® BLOCK TO FRAME 19 TRANSITION NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-14a, MIN. 2.5 LBS. PER 60. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WRB LAYER M, STUCCO WRAP WOOD SHEATHING WRB LAYER 02, FORTIFIBER i WOOD o� Tlay-Tl°N BUILDING PAPER -:. WRB LAYER 01, WOOD ORATHMG / WEATHER RESISTIVE D41°°'E"" THICK, 3 COAT CEMENT I STUCCO WRAP PLASTER ; DER RESISTIVE WRB LAYER 02, FORTIFIBER LLVJQMEltALLAPe13MG VINYL ANGLED BUILDING PAPER �aaLFFic°DNEIQIFIG I\ CASING BEAD \ x METAL LATH VINYL CASING BEAD i STARTER STRIP 9- THICK, 3 COAT CEMENT OR posim (EXPLODED VIEW FOR PLASTER \ / —' CLARITY) GALV'D METAL / WEATH W� FLASHDAMG DA I Y4' X S"AAT FOR ` CF Zfft E-Z,; VMTL.Iw. M AACC SP%�E PVC CASING BEAD ® RAISED 61 SELF - HERS \ BAND (FRAME) 77� TTHH^ SIT 9AS�TERT Yy 1 A WEATHER RE616TIVE BARRIER h I WEATHER RESISTIVE BARRIER 4 SIDING TO STUCCO `WF.ATHem-616TIVE ® FRAME TO FRAME BARRIER4 9 TRANSITION 1 W SELF-ADHERMG FLASHMG WEATHER RESISTIVE \ BARRIER 1 TO LAP \ W MW1 ABOVE TOP M W FLASHIW3 4WEATHER RESISTIVE BARRIER q WEATHER RESISTIVE / BARRIER +7 TRIM MEMO R WEATHER RESISTIVE BARRIER -1 E-Z BEAD VINYL GA (&W rLEXIME PVC CACKER ROD) LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 412 (FORTIFIBER — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — THICK, 3 COAT CEMENT SEALANT PLASTER METAL LATH WINDOW FRAME ,( / _._...._............—__._.�— WRB LAYER 02, FORTIFIBER �w BUILDING PAPER E-Z BEAD VINYLE-Z BEAD CASI� (W/%' FLEXIBLE PVC BACKER ROD) WRB LAYER 01, STUCCO WRAP, WRAPPED AROUND FRAMING MEMBER 6' SELF ADHESIVE FLASHING WOOD SHEATHING 2X FRAMING MEMBER DETAIL BELOW EXPLODED FOR CLARITY -------------------------------------------J_---------------------------------------------- Y4' GAP TYP J' THICK, 3 COAT CEMENT CASING BEAD PLASTER SEALANT TO WINDOW METAL LATH WRB LAYER 02 FORTIFIBER PAPR WINDOW FRAME WOOD LDISHEATHING i I I i WRB LAYER 01, STUCCO WRAP I I I 6' WIDE PEEL 4 STICK I WINDOW FLANGE OVER FLANGE I E-Z BEAD VINYL CASING 2X FRAMING (W/fib' FLEXIBLE PVC BACKER R" MEMBER -APPLY FULL BED OF SEALANT BETWEEN fill FLANGE 4 BUILDING WRAP BUILDING ----------- WAP---------------------------------------------------------------------------- rEZ BEAD WINDOW CASING 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.eom AA S: 0003325 o co F t N a rw W i O L J F TT PARK OT #11 LK #11 CT# 04181.000-11111 MODELA 4EBB "1828-CALI" GARAGE OWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C D F-P� 08/15/21 SCALE: 1/4"=1'-0" SHEET 11%.WA4 AYALAKREM KEEPING THE NTPROPERLY EE LD BE TAKEN /', S' AND 1lr SII EDIF , ALIGNED, VEIN PIPE IS SEALED IF UTILIZED. NAIL IN PLACE 9HOWN IN <'GA.VMI2ED USING NAILS ATEACHCORNER. ROOFING CEMENT PRMVMTM LDSE SHOUE AN AIAROD ALL SHINGLE EDGES NEM THE BE OUTER EDGE AND UND THE ENTIRE PERIMETER AS CUT NECK VENT OPEWNO IN THE ROOF RECQ.MENDEDIN 3EVERE WEATHER COASTAL SHEATNING.SQE THE OPENING IN ACCORDANCE NTIR THE CONSTRIICTIXJ 20NE5. CHART SHOWN. IN THE EVEIN A MECHANICA VEIN FM IS USED SIZE THE VENT OPENINGINACCONE- NATIi VENT FM MANUFACNRE'3 PIPoNG COJNECTON INSTRUCTIONS. DD NOT CUT INTO TRUSSES OR RAFTERS WHEN CUTTING THE OPENING IN THE ROOF. INTERFERING SHINGLE NALS AROUND THE PERIMETER OF THE OPENING SO THAT THE NAUW FLANGE OF ME VENTLAYS FLAT TO THE ROOF SHEATHING. SLIDE THE TDP AND SIDE FLANGES OF THE VENT UP AND UNDER WOP0F LLOWTHGI OES. INVENT FIANGE3lb lAY ON I THE Tiff TOP OF THE SHINGLES. E o ROOF HOOD VENT DETAIL GCALE, HITS TEMPO FOLD -I CM WOEII SRAP Noum TUCK F AT IS' ANGLE AL LEA MODRED 'I' Ca - T* IN I WOBM~ LINE OF WINDOW OPIEZ FOLD N AT \ "-- .I,f°lFIIIOVED IIOISlSASAP OVER MEATHIVG, OVER WD STUD WALL SLOP STEP 1 INSTALL •'— $01-F-ADHERN'G FLASHNS, OVER NAILING FLANGE JAMES VINYL NERD FLASHIM (WITH RIND DAMS) NAILING, FLANGE EXTEND FLAMING NN r SELCW BILL FLEXIOLE FLAMING Do HOT OF E10TTCM FIN STEP 6 STEP 7 PIPE AND OVER FLANGE ALIGN FLASHING WV NTT, EDGE OF BILL MO. ricwwDAUY ED(bEN FAKED NAILS. STAPLES) INSTALL OLFGNT FLDQRAP AS TH FLASHING AT THE POLO HOUBEURAP COW ATAPE OIAaCNAL CUT t ACROSS WRAP Q WINDOW PLUMBING VENT DETAILS SCALE, NTG INSTALL S' wDE ADHESIVE - DACKED FLE)dELE N-AMRJG MATERIAL OVER DRIP CAP JONT(PRO=TO-ORAP ST-20XL or E Alty) STEP 8 WINDOW FLASHING INSTALLATION DETAILS (FULL WRAP) SGALE: NTS VALLEY MNTERUNE W WIDE VALLEY FLASHING I01—MERSWITHIN SSt ORHEAVIERFELT OF CEMERUNE AFAS�RS IN UNDERLAYMENT 1 \ ENDDOFS I TEND END SHINGLE ASPHPLT I AT LEAST IT —ND VALLEY CENTERUNE ROOFTND CEMENT —PPEDOFF CORNER AT CS DEGREES FROM VALLEY CENTERUNE NOTEI L IT b THE COWACTOM R[SPONBIBRLTT TO VERIFY ROOF VALLEY DETAIL THE EN~. SEALANTS TS ALL rRODWERI NCLUDGIG HOLSEYISAP.IOILTY F t PROD Tb IN SCALE, NTS R.404M MATERIALS USED DURING CONaTR)CTNX 2. INSTALL ALL MATERIALS PER MANUFACTURERS YAtlTTEN SPECFICATIO)S U4MWe. SEALANTS MAY REACT ADVERSELY F NOT COFPATICILL CLEAN AND SEAL JAMD TO BILL JOINTS WITH DOW It" FOLLOW[. COMPLETION OF EXTERIOR RETROFIT WORK NOTE, REPAIR SCHEME SHOWN SHALL BE IMPLEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER INTRUSION BELOW THE WSVDOW OPEN[. AL INTERIOR PERIMETER OF WINDOW WITH SEALANT APPLY OSI H2U (01 EGIAL)SEALANT G UN DOWOM JOINT. PLWO APPLIED FLASHING (LANCO UNITE -SEAL RC -SS OR CNH.IALA SLOPE GILL TO Ex WALL FLASHING INSTALLATION DETAIL (MASONRY) SCALE, NTG 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774807844 FAX: 407-77078 www.abdesigngroup.com AA 603328 : 00 MISS soil B 6 A 2 BVHDIV. de LOT ABBOTT PARK LOT #11 BLK #11 PROJECT# 04181, 000-11111 MODET- 4EBB "1828-CALI" GARAGE 8WING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH C 2x6 SUB-BANb W/I'x4' NOTCH Q END, WRAPPED IN PEEL 4 STICK METAL FASCIA IURAP DRIP EDGE 1\� I` -1/8' TEXTURED I FINISH sT WOOD I \\ 2X6 SUB BAND 1/2' TEXTURED FINISH g CMU METAL FASCIA \� WRAP Ye' FROM �� © FLAN E3 STUCCO, I' FROM WOOD WALL EXTERIOR WALL (FRAME OR CMU) \� 1/8' TEXTURED FINISH • WOOD, IF2' TEXTURED FINISH • CMU METAL LATH { WOOD SHEATHING OR cm WRB LAYER 01, STUCCO WRAP (FRAME ONLY) WRB LAYER -2, FORTIRBER BUILDING PAPER Z (FRAME ONLY) ROOFNG CEMENT DRIP EDGE METAL KICK OUT �\ NOTE: NOTCH FOR 2X6 SUB BAND ONLY ROOF KICK OUT REMOVED FOR CLARITY ROOF DECK(BEYOND) \�\ 00 \`DRIP EDGE, I' OFF WALL xNOT INTO STUCCO) �\ I �1/8' TEXTURED FINISH o A po WOOD, 1/2' TEXTURED `Nl / / FINISH ® CMU 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 ©FLAN A PRE-ENG'D TRUSS TO BE CUT as WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-O' SCABBED TO TRUSS W/12d NAILS 6'-8' O.C. MAX. 2x SUB -BAND W/1l 'x4' NOTCH a END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x SUB BAND DETAIL ® WALL W/KICK— OUT kME OR CMU T PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND WM'x4' NOTCH a END, WRAPPED IN PEEL 4 STICK ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING T PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/1�'x4' NOTCH m END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT g ROOF EDGE OMITTED FOR CLARITY JUN 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-SO78 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 J IAN!. a c a sysaiv. ee L,OT: it ABBOTT PARK LOT #11 BILK #11 PROJECT* 04181.000-11111 MODEL: 4EBB "1828-CALI" GARAGE 91fMG: RIGHT PAGE: WALL ASSEMBLY DETAI 160 MPH C FOUNDATION NOTES 28'-8" 36'-2" 3'-B" O T P OF SLAB I- - -FM-12X12 - - m la m 4"CONC. i I' ILL w SLAB ILL *31/2" 1•_p• IF-24X24 1.1 / 1.1 i r 1 FM•12X18 EXTEND SLAB 1 1/2" 1.1 4" PVC i/ 1A CHASE�i i / if I � I TOP OF SLAB IA IX m , i 17 LL � I / 1 1 A- / 1.1 1.1 TE-i I I w v51/2' • I 5 3' 0" I I I wl � � xIA I I o �' LLI I ;1 I I 1 EXTEND SIM. So 4 1.1 SLAB 1 1/2" 1A 2 I CONC. _ w w m FM-12X18 SLAB x � g w( I . 1A I 3 1/2" o.( 1/2' 1.1 . rn LL I L-- 3'-5" 0 S 2 1 A *-7 1/2" 1 1A , 1.1 1.1 °D L 1.1 FM-12X18 1.1 1.1 J - - - - - 0 F C-12X18 - FM-12X18 - - - - - FMC-12X18 - - 4 4 1.1 10'-2" 3'-10" 2' 8" 16'4" 2'1" 21'1" 14'-0" 4'-4" 39'-8" 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE + 0'4". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION w0'4% SEE SURVEY PLOT FOR NAVD. S. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS, 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11 13INDICATES #5 BAR, OINDICATES #6 BAR,ENDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS MATH 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 PSR 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: F'm = 2,000 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER 3 OF SLAB SUPPORTED 3'-0" O/C MAX. SEE PLAN FOR WWM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 7,h EDITION SLAB SCHEDULE SLAB I THICKNESS I REINF. REMARKS 6x6 W1.4xWi.4 OVER GENERAL 3112, 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 I LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG TEA 8" SEE PLAN 10' - s (+)011- . FM-12x12 12, CONTINUOUS 12" - (2) #5's + W-a' FM-1208 12' CONTINUOUS 16" - (2) #5's FM-16x18 16, CONTINUOUS 18" - )05's (+)0"-0" FMC-12a18 12' CONTINUOUS 18' - ) 's VARIES F-24x24 24" 24" s FOUNDATION PLAN SCALE: 1/4"= 1'-0" •1 N. RONALD REAGAN BL LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngroup.com AA #: 0003325 13 SU13DM & LOT ABBOTT PARK LOT #11 BLK #11 PROJECT* 04181.000--11111 MODEL: 4EBB "1828-CALI" GARAGE DWING: RIGHT PAGE: FOUNDATION PLAN %Q60 MPH A C JUN 2021 a AR W so D� 08/15/21 SCALE: 1/4"=1'-0" SHEET sl MIN. EACH WAY THIC FOOTING >�CELL STEEL REINFORCING IN GROUTED ?� STEEL REINFORCING IN GROUTED t-!—FM7 SEE PLAN FOR SIZE AND REQUIREMENTS c L CELL SEE PLAN FOR SIZE ANDSPACING SPACING REQUIREMENTSUGARAGE DOOR _RECESS m O > •; p 6" CMU WALL 8" CMU WALL , CORNER BARS, SAME SIZE AS LARGER BAR I 6 ro � 0'-0" IN FOUNDATION WITH 30" LEG EACH .I 6 � N TOP OF SLAB I.f J WAY AT ALL CHANGES IN DIRECTIONS I .v VI SO THAT THE STEEL REINF. IS CONTINUOUS 9 TOP OF SLAB -� ° I( MATCH AMOUNT OF CONTINUOUS BARS .) CURB FOR • SEE SLAB SCHEDULE a BAR SIZE 48 BAR DIA. EXT. FOR SLAB 4" CHAMFER (1•STORY) #3 18" < EXT. PORCH SLAB 44 SEE SLAB SCHEDULE TOP OF GARAGE IV: CHAMFER I : v .I� '- o CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE � �:o. MASONRY UNITS SET A7 ELEV: 6" CHAMFER (2-STORY) O/INT (WHEREION a ` #4 P4„ W/ 12" ISOLATION (I -STORY) I`9 _ 6" CHAMFER (2-STORY) <� APPLICABLE) SEE SCHEDULE #5 30 JOINT(WHERE APPLICABLE ) .: c SEE SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING FOR WkD, BAR SIZE i i FOR MO, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST !• AND BAR QUANTITY h AND BAR QUANTITY NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO !F/ 1 47' EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 scALE:aa"=r-a' 2 GARAGE SCALE:34"=1'-0" CORNER BARS DETAIL 4 DOOR OPENING (1) #5 REBAR VERTICALLY W/ CONC. w POURED CELL az 8"CMU LAP TOP PLATE A MIN. OF 48'----.`� AND NAIL W/ 16d COMMON 5 #d REBAR @24" O.C. @ CENTER OF NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT SLAB LAP TO OCCUR OVER STUD OF WALL W/ PLAN qq b 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING o ko I 2" CAPPED I WALL W/SYP No 2 STUDS SEE o NEW REINF. BAR PLANS FOR SPACING. SINGLE J ' GALVANIZED PIPE W/FLANGE ® BASE SECURED W/2- PART �0 g I EPDXY. MIN. EMBED BTM. PLATE TO BE PT. PROVIDE DEL. TOP PLATE SECURE BIT. PLATE TO ° 8', UNO SLAB W/10d MASONRY °• § o FOLLOW ALL MANF. NAIL 16" O/C STAGGERED. N 4" CONO, REINF. W/ SPECIFICATIONS FOR ADDITIONAL METAL n 'x6" #10 W WM ON 7 USE AND I CONNECTORS NOT k 6-MIL POLY ETHYLENE SECURE FLANGE TO i PREPARATION OF REQUIRED WHEN NO c3 VAPOR BARRIER ON W SLAB W/(4) 1/4" X 2 1/4" O 4 4° HOLE. UPLIFT IS PRESENT. i I ,'�' WELL -COMPACTED IJ TAPCONS " > CLEAN FILL TERMITE o }. SEE SLAB SCHEDULE TREATMENT SHALL BE a QO > 4 5 BORA-CARE + 0 0 • TOP OF SLAB (2) CONT. #4 REBAR CHAMFER (1 -STORY) f 6" CHAMFER (2--STORY) - ° �� . (2)#5 REBAR ON CHAIRS e • ° 2,000 PSF VIRGIN SOIL OR 95% 1T MIN. DEPTH INTO COMPACTED SOIL VIRGIN OR ENGINEERED SOIL ? p EQ. EQ. SEE SCHEDULE FOR VJ D, BAR SIZESLAB HEIGHT LESS THAN 3'6" O PER PLAN BOLLARD ADDING BAR TO AND BAR QUANTITY EXTERIOR MONO DEEP sQALE:3/4"=,'-0" MONOLITHIC FOUNDATION o INTERIOR CURB FOUNDATION 8 WOOD WALL FOOTING W/ BLOCK WALL 6 SCALE:34"=1'-0' scALE:3/4"=r-a' (NO UPLIFT) 1A SCALE: 3/4"=1'-0" LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON STEEL REINFORCING IN GROUTED NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT CELL SEE PLAN FOR SIZE AND LAP TO OCCUR OVER STUD OF WALL W/ PLAN SPACING REQUIREMENTS 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. SECURE BT. PLATE TO a a PROVIDE DBL TOP PLATE SLAB WI,Od MASONRY NAIL 16" O/C STAGGERED. O afill ADDITIONAL METAL N CONNECTORS NOT 8" CMU WALL REQUIRED WHEN NO UPLIFT IS PRESENT. ;. POURED LINTEL CONT. (TYP.) 8" CMU FILLED CELL (TYP.) TOP OF SLAB . SEE SLAB SCHEDULE 2X WALL FRAMING .�I° • SEE SLAB SCHEDULE 1/2" DIA SIMPSON STB2 BOLTS 5" c MINIMUM EMBEDMENT INTO TOP OF SLAB - a • g "ISOLATED" COLUMN PAD GROUTED CELL, 4" FROM ENDS AND CENTERED UNDER WALL AND 16" O.C. VERTICALLY MAX ° ° POURED MONOLITHICALLY WITH • -- r FOUNDATION AND SLAB ]�RVWO, SCHEDULE SEE SCHEDULE - BAR SIZE FOR AD, BAR SIZE . / AND BAR QUANTITY AND BAR QUANTITY B COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO INTERIOR FOUNDATION WOOD WALL g„ FOOTING AND COL. PAD BLOCK WALL CONNECTION SCALE:3/4"=T-a' (NO UPLIFT) I V ..ALE:34"=1'-0" I I SCALE:34"=1'-0" d N. RONALD REAGAN Bl LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngrou p.com AA #: 0003325 V Q 6 O A a SU13DIV. a. L°OT ABBOTT PARK LOT #11 BLK #11 PROJECT# 04181.000-11111 MODEL. 4EBB "1828-CALI" GARAGE 8WINO: RIGHT PAGE: DETAILS %160 JWH EA C DATF-RI 06/15/21 ECAWC: 1/4"=1'-0" SHEET S1.1A TIE VERTICAL REBAR TO HORIZONTAL REBAR W! 10" HOOK GROUTED BOND BEAM VARIES PER ELEV. z � a .I g 5 AN OUT REQUIRED FOR INSPECTION � I 0'-0" FIN. FUR. a ea TIE ERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK �— BAR SIZE 48 BAR DIA. #3 1S, #4 24" 0 #s aa' #6 36" #7 42' HORIZONTAUVERTICAL 0--Jun-1 4"=1'-0" STEEL REINFORCING IN GROUTED z CELL SEE PLAN FOR SIZE AND o � SPACING REQUIREMENTS J. 1a w b i 8" CMU WALL r. ^ EX EXT. PORCH SLAB SEE SLAB SCHEDULE 4" CHAMFER (1-STORY) BAR SIZE 48 BAR DIAL 1/2" ISOLATION S" CHAMFER (2-STORY) #3 18" JOINT (WHERE #4 24" APPLICABLE) MATCH STEEL #5 1 30" 8" PVC CHASE F, REINFORCEMENT„ PER SCHEDULE THRU FOOTING SEE NMD0, BAR SIZLE ZE E AND BAR QUANTITY PVC CHASE THRU FOOTING 4 SCALE: 3/4"=1'-0" REINFORCEMENT PER SCHEDULE NG #S BARS a Eli El I-§ UNIT DIMENSIONS b ARE NOMINAL SIZES O MASONRY SYMBOLS �K �3 SCALE:3/4"=1'-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 l 14 Q rr a l6 F FOA ooilo sUHDIV & L+OT: ABBOTT PARK LOT #11 BLK #11 PROJECT# 04181.000-11111 MODRU 4EBB "1828-CALI" GARAGE 91►IIJG: RIGHT PAGE: DETAILS 160 MPH &A C JUN 117 DATE. 06/15/21 aCALM 1/4"=V-0" aFIEET S .2A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 WI (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 HILT] X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS36, .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. 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 PO (psi) SIZE WkH' REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BBt MASONRY 3000 1 8.6 (1)#5 N/A GROUTED SOLID SEE SHEET S2.2A & S2.2B FOR SAFE LOAD TABLES ----------------------------------116-------------+ 81`16 MIN: lT/0M/lB 17'-4" BTM. OF LINTEL @ 7'-0" ABOVE FINISHED GARAGE SLAB LIFT BEAM PLAN SCALE: 1/4" = V-0" d N. RONALD REAGAN Sl LONGWOOD, FL32750 PH: 407-7746078 FAX: 407-774.4078 www.abdesigngroup.com AA #: 0003326 24 I4 yt � tl o LI 1� COMM, SVHDIV. & LOT ABBOTT PARK LOT #11 BLK #11 PROJECT# 04181.000-11111 MODEU 4EBB "1828-CALI" C;ARAOE BVnNC;: RIGHT PAGE: LIFT BEAM PLAN AND NOTES 160 WH E 17 DwIC:: 06/15/21 SCALE: 1/4"=1'-0" SHEET s2 #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ tO' HOOK 3a'rrPlcAl #5 BAR IN BOND BEAM CORNER REINFORCING OF BOND BEAM 1 SCALE: 3/4"=1'-0" NOTES TO THE INSPECTOR/CONTRACTOR TYP. na. 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 11� 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. PLACE STEEL 3 PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING 8" �[ Ok 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'kt9 b 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL / REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1#5 TOP OF THE LINTEL. 6 M��. 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. P��F 8xi6 DBL BOND TOP OF BEAM W/ (1) #5 BAR BOND BEAM EACH COURSE • 8x8 BOND BEAM TOP OF • ?E�\NG W/ (1) #6 BAR .y _ BOND BEAM �pFO U=UWILLEDF FILLED /GROUT GROUTSOLIDFROM TOP NOMINAL LINTEL TO TOP OF BOND OF OPENING WIDTH # OF #5'S, IN 2ND BOND BEAM, IF FILLED LINTEL. BEAM COURSE �rc//// /— R SEE NOTE 5 Pg9 FE�p �16-1 T/ 1 1 V I/ B LINTEL W/ (1) #5 BARR(L2)E NOMINAL LENGTH OF BAR = WIDTH OF MASONRY e?� HEIGHT # OF #5'S, TOP OPENING-7' IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE OR 2 BEAM DESIGNATION THAT XFXX- 1TI1M/08 INDICATES A DOUBLE SONOSEAM #OF#5'S, BOTTOM Sx8 PRE -CAST CONCRETE SCALE: 3/4"=V-17' AND XFXX- 1T/OM/0B INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL(L1) REFER IT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATIONS TOP AND XUXX-1T/1M/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL OF OPENING Io AND XUXX- lTMM/OB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) 2x4 (MIN 2 X 3)1-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD WINDOW SIZE .300 MIN EMBEDMENT 1 114") 8" FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" EMBEDMENT 2x6 (MIN 2 X 3) 2J/16 TAPCON • -- PRE -CAST OR DRIVE PIN (MIN SHANK WINDOW SIZE.145 MIN HEAD SIZE .300 SILL i MIN EMBEDMENT 1 1/4") a" - SLOPE FROM EACH END AND 19' O.C. MAX. MIN 1-1/4" EMBEDMENT 2x8 (MIN2 X 3)2-3M6 TAPCON OR DRIVE PIN (MIN SHANK SIZE. 145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING 1/4") 8" FROM EACH END AND SECURE TO SHEATHING WI 18" O.C. MAX. MIN 1-1/4" MIN, 2-12d PER BILK EA. END v EMBEDMENT SHEATHING TYPICAL MASONRY WINDOW CMU WALOSBL MU WALL %1 SILL CONSTRUCTION �* ARCHWAY FRAMING DETAILS SCALE 11/2=1'-D" 5 r SINGLE #5 CORNER 1;� BAR, 30.30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM PROVIDE #5 BAR 1 AT EACH SIDE J STEEL REINE OF OF ELEVATION BOND.BEAM CHANGE CHANGE IN ELEVATION OF BOND BEAM 1 N. RONALD REAGAN BL LONGWOOD, FL32750 PH: 407-7746078 FAX: 407-774-4078 www.abdealgngroup.com AA #: 0003325 r k DL t m lu�iS a tj e� C C mm $tmDm dt LOT: ABBOTT PARK LOT #11 BLK #11 P120JECT� 04181.000-11111 UODZLI 4EBB "1828—CALI" GAisAGE SMNG: RIGHT PAaffi: DETAILS 160 IAPH FAC DATE: 06/15/ 11 SCALE: 1/4"= V— 0" S*MET S2.1A "LOTT'S CONCRETE" / "CAST-CRETE" / "QUALITY" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL LOADS FOR SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD -POUNDS PER LINEAR FOOT SAFE LOADPLF SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH SU8 9 -0B 16.1T 1T/OB 4-1rm ma -1Tme TYPE LENGTH 8/8 PLAIN 8/8 SOLID TYPE LENGTH 8/8-1T 1111T 8/20.1T 5124-1T 08-1T 8W-IT 9re-18 l6-ttn ttn 1rn 1rnB 1rh8 6/8-2T 5I16-2T an0.2r 8124-2T 8/28-2T erez-zr 3' 6" PRECAST 1436 852 3114 4217 5321 6420 7531 3' 6" PRECAST 689 1024 3' 6" PRECAST 1569 3524 4394 5283 6132 7001 2485 6113 6385 7708 9031 10000 1589 9524 4394 5283 8132 7001 4'-0" PRECAST 10B5 700 23D5 3125 3945 4795 5587 V-0" PRECAST 514 763 4'-0" PRECAST 1363 3000 3815 4570 5325 8079 1961 6113 7192 6524 7627 8751 1363 3000 3815 4570 5325 6079 N-6" PRECAST 8t9 533 1770 2400 3033 36M 4300 4'-0" PRECAST 398 591 4'-6" PRECAST 1207 2582 3375 4043 4711 5379 105 5743 7547 6752 8541 7505 1207 2707 3375 4043 4711 5379 5'-4" PRECAST 931 1247 1999 2560 3123 3666 4249 5'-4" PRECAST 411 411 5'4" PRECAST 1018 1806 2374 2844 3513 4084 1319 44e0 7196 7342 5780 6259 1016 2276 2838 3399 3981 4084 5'-10" PRECAST - - 1024 1631 2090 2549 3009 3470 5'-10" PRECAST 340 339 5'-10" PRECAST 9D9 1499 1971 2443 2915 3367 1161 3593 5877 5D36 6549 5776 929 2080 25B3 3107 3620 4133 6' 6" PRECAST 692 1139 3227 3031 3707 4383 Mel� 6'4" PRECAST 410 721 6'$" PRECAST 935 1201 1578 1955 2332 2709 1139 3227 4 7054 10000 8825 835 1868 2329 2790 =1 3712 T-0" PRECAST 570 988 2498 z m 28se 3191 Sees PRECAST 303 534 T-8" PRECAST 716 900 1181 1462 1743 2025 938 2498 3408 49e4 7067 6472 727 1624 2025 2426 2827 3228 9'-4" PRECAST 428 633 1593 2204 2481 2818 2521 ��" PRECAST 192 384 9'4" PRECAST 454 586 767 948 1129 1310 839 1674 2298 3091 4099 4699 572 1318 1643 1969 2164 2519 10' B" PRECAST 388 487 1247 1707 1904 2163 2028 10'$" PRECAST 151 301 10' 6" PRECAST 356 468 612 755 e99 1042 550 1407 1897 2781 3222 3784 504 1180 1472 1763 1710 1959 11'4" PRECAST 330 544 1312 1742 2252 28W 3630 11'd" PRECAST 132 417 11'4' PRECAST 430 406 530 653 777 872 544 1312 1742 2252 2886 3552 468 1042 1372 1843 1470 1710 12'-0" PRECAST 308 507 1210 1596 2048 2506 3101 12'-0" PRECAST 111 370 12-0" PRECAST 383 308 476 597 699 783 607 1210 1598 2048 2588 3171 440 940 1300 1580 1314 1478 13'-4" PRECAST 270 433 1046 1386 1732 2157 2635 13' 4' PRECAST 82 298 13'-4" PRECAST 308 303 393 484 575 845 414 1045 1366 1732 2316 2505 388 780 1057 1312 1071 1203 14'-0" PRECAST 254 38B 978 1272 lens 19M 2279 14'-0" PRECAST 71 293 14'-0" PRECAST 270 278 380 443 526 609 390 979 1272 low1950 2389 378 717 961 1192 975 1133 14' 8" PRESTRESSED N.R. NR NR NR NR NR NR 14' 6' PRESTRESSED N.R. 283 14'$" PRESTRESSED 239 422 508 626 746 96S 458 1079 1429 1824 2277 2712 248 on 980 1237 1474 1715 15'-4" PRESTRESSED N.R. NR NR NR NR NR NR 164" PRESTRESSED N.R. 252 15'-4" PRESTRESSED 224 387 404 574 684 783 412 1014 1340 1703 2118 2513 230 616 we 1134 1353 1572 1T-4" PRESTRESSED N.R. NR NR NR NR NR NR 1T 4' PRESTRESSED N.R. 183 1T4" PRESTRESSED 187 325 365 451 567 680 3W Me 1121 1413 1739 2047 192 506 720 501 1135 1312 PRESTRESSED N.R. NR NR NR NR NR NR 19'-4" PRESTRESSED N.R. 148 1V-4" PRESTRESSED 162 266 348 430 513 us 235 736 959 12DO 1487 1716 lee 429 623 803 ON 1098 21'4" PRESTRESSED N.R. NR NR NR NR NR NR 21'-4' PRESTRESSED N.R. 125 21'-4" PRESTRESSED 142 219 308 381 454 527 190 so 833 1036 lies 1466 142 373 537 690 91e 943 22'-0" PRESTRESSED N.R. NR NR NR NR NR NR 22'-0" PRESTRESSED N.R. 116 22'-0" PRESTRESSED 137 226 290 359 428 497 165 550 784 992 1203 1381 137 359 513 e69 779 900 24'-0" PRESTRESSED N.R. NR NR NR NR NR NR NR NR r24--o. PRESTRESSED N.R. 91 r24--0- PRESTRESSED 124 174 246 302 360 418 129 9Y4 1014 1147 124 319 455 581 1 887 1 793 - ALL VALUES TAKEN AS THE LESSER FROM "SAFE LOAD TABLES" BY QUALITY 2018 EDITION, LOTT'S MAY 2015 EDITION PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE AND CASTCRETE MAY 2015 EDITION. - ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS PROVIDE MINIMUM 4" OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE #: 19-0130.13 M N. RONALD RFAGAN BI LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngmup.com AA #: 0003325 soil is N C st mDIv. Z LOT. ABBOTT PARK LOT ##11 BLK ##11 PROJECT# 04181.000-11111 MODELa 4EBB "1828—CALI" GARAGE 5WING: RIGHT PAGE: SAFE LOAD TABLES 160 MPH C FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" 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'). 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 RS36, .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 LES 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. 2X4 BLOCKING BETWEEN TRUSSES 24" O.C. TOE NAILED TO ADJACENT TRUSSES 16d COMMON NAILS 8 SECURE TO BM. W/ SIMPSON LTA2 USED TO BRACE TOP OF WALL. m EJ7 N I IpI CJ3 = R RII N IC I NH 1NN1 N N N 11 II 11 II R II II 3.1 p ATACH14'-0" LONG 2x SCAB TO II II CJ5 =a=== = ry A TRUSS W/ 10d NAILS @ 6" O.C. x saa=c N N 11 II II 11 11 II I (4" FROM EA. END) A14 = ss=a�===s>m6:ate aaa�aa®s=sas== _�_asa�s P I JIIt ti� I I I I A I I I a asa � = a� a � � PREfABRICII _ TRU8SE8 Q 24" O. MAX. I I I I I I I I I msx== s mlesc a zrzm s zaoza = =a=a a a=a� � aa=� x a=NRm< a x aaxa s I I I aa=a=ax=®==a=asa�aaa�a �asss®sx:�s�s®a�a:a I 11 I I I I ��Q Illf - saassaaaa�6�-=-�=aa�sss�: 1 I :a�a>��aaa=a a�aa�a I I I x�x:s aaaaa�s�s =asa�esaaae�asaaRa:s�aaa®a I I I I I I I I ATTIC I " ACCESS I I I I I I A � i FRAMING PLAN SCALE: 1/4" = V-0" CJ1 CJ3 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA N: 0003325 a: L4 ra � � �wa 2 lapy m 1F�j fit to W O S U8DIV. S. WT: ABBOTT PARK LOT #11 BLK #11 PROJECT# 04181.000-11111 MODEL: 4EBB 111828—CALI" GARAGE 871INO: RIGHT PAOE: FRAMING PLAN 160 H . C D TE 08/15/21 SCALE: 1/4"=1'-0" SHEET S3 ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE @ 24" O/C, SUBMIT SHOP "ROOFNVALUFLOOR DRAWINGS FOR REVIEW SHEATHING AND APPROVAL FASTENER SCHEDULE" A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH # 1100 UPLIFT PLYWOOD SHEATHING, SEE (9) 10tl x 1 k" NAILS TO TRUSS )SIMPSON N 1Od TSIMPSON HTSM20 W/10 10tl TO 8-(2)HETA16 TRUSS ANCHOR WITH "ROOFANALL/FLOOR TRUSS ANCHOR WITH T USS AN OR NT NOTE: A PT SYP #2 2' x 4", TRUSS AND (4) 1/4" x 2 1/4" SHEATHING d x 1 NAILS TO TRUSS (9) 10dMAY ADDED x 1 }" NAILS TO 6, 8" x 4'-0NAILS, TITEN 2 ANCHORS TO FASTENER SCHEDULE" DBL STRAP, 1 EACH SIDE WRAPS UP AND DBIL S , GIRDS O GIRDER. PROVIDE 5" W/ 10d NAILS, 2 ROWS, 3" LINTEL CONT POURED LINTEL OVER TRUSS (NOT SHOWN) MINIMUM CONCRETE O/C TO FACILITATE ONE C-0) SIMPSON LGT2 GIRDER TIEDOWN WITH NOTE: A PT SYP #2 2' x V, EMBEDMENT. USED IN ADDITIONAL PLY MAX. TO # 1900 UPLIFT (2) SIMPSON (16) 10tl x 3 }" NAILS TO GIRDER AND 6", 8" x 4'-0" MAY BE ADDED CONJUNCTION WITH ACCOMMODATE GIRDER HTSM20 INSTALLED ON PRE TRUSS (2) SIMPSON HETA16TRUSS ANCHORS W/ 10d NAILS, 2 ROWS, 3" HEAVY UPLIFT TIEDOWN REQUIREMENTS. OPPOSITE FACES OF WITH (12)16d x 3 �' NAILS TO GIRDER O/C TO FACILITATE ONE CONNECTOR BLOCK WALL W/10 10d TO ADDITIONAL PLY MAX. TO A41) SIMPSON LGT3SDS2.5 GIRDER TIEDOWN TRUSS AND (4)1!4" x 21/4" TITEN 2ANCHOOUREDRWTEL S TO CONTINUOUS BOND BEAM lx2, 2x WOOD FASCIA ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. WITH (4) J' x 5" TITEN HD TO CMU AND (12) SOS SEE ARCHITECTURAL }" x 2 �' TO GIRDER 2x SECURED W/ (3) 16d GALV. COMMON NAILS. ENGINEERED WOOD B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH Ix2 SECURED W/ 10d TRUSSES @ 24" OIC, "x 5"TITEN HD TO CMU AND (18) SDS }" x lx2, 2x WOOD FASCIA ( GALV. COMMON NAILS SUBMIT SHOP DRAWINGS . SEE ARCHITECTURAL 3" TO GIRDER 12" O/C FOR REVIEW 2x SECURED W/ (3) 16d C-(2)SIMPSON FGTR GIRDER TIEDOWNS WITH AND APPROVAL GALV. COMMON NAILS. (2) }"x 5"TITEN HD TO CMU AND (18) SDS }'x 3" lx2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAMENSURE THAT CELLS ARE GROUTED MASONRY BOND BEAM 12, O/C SEE SCHEDULE SOLID, W EACH WAY OF BOLTS SEE SCHEDULE A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) A ALLOWABLE UPLIFT = 3285 LEIS (2 OR 3 PLY) TITEN 2 ANCHORS MIN. B ALLOWABLE UPLIFT = U:2365 LBS, 1:1430 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) 2' COVER & 2' APART C ALLOWABLE UPLIFT=U.2705 LES(2 PLY) C ALLOWABLE UPLIFT = 0885 LBS (2 PLY MIN.) REPAIR OF MULTIPLE TYPICAL TRUSS/ MISPLACED EMBEDDED TRUSS ANCHOR 1a 1b 1c TYPICAL ROOF 3 GIRDER CONNECTOR(S) SCALE 3"""`°" 2a 2b 2c CAL :34"=1'-0' SCALE 34"=1'-0 GIRDER CONNECTOR(S) 3/4" T & G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN LSTA12 20 GAUGE BRACE W/ (3) 12d @ EA. TRUSSES WHERE W/ 10tlx1/2 HOG NAILS TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT ® EACH END. TOTAL OF 10 COVER 5 TRUSSES) 4'-0' O.C. (AT SHEATHING PER ELEVATION 0'-0" TO 30'-0" (1) "X" BRACE SEAMS) FLOOR 30'-1" TO 60'-0 (3) "X" BRACE SECURE 2x PT. PLATE GIRDER 6'-T MAX (MlX4) (1) "X" BRACE CENTER TO BLK W/ 12" DIA 0R 10'-U' MAx (02x4) (2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2' K FROM CENTER TO END, WASHER SET IN HIGH PER ELEVATION 2x WOOD FASCIA, STRENGTH EPDXY 6' lx4 DIAGONAL SEE ARCHITECTURAL MIN. EMBED. A7 32' OC PRE�NG FLOOR TRUSS BTM. CHORD 77 MAX. PRE-ENG GABLE TRUSS SECURE GABLE TO 5/8" GYPSUM BOARD DR 1/2' HIGH BRACING, SEE 8" P.T. PLATE W/ 12d's 8" STRENGTH CLG. BOARD PLAN FOR LOCATION MAY NOT BESTIFFBACK E"i O.C. MAX (AS PERHREQUIRED SECURE TRUSS TO TOP PLATE w/ (2)(2) 0 TRUSS ENG) CONT. 2x4 SECURED W/ TOENAILSTO 10d's @ EACH TRUSS16d BE INSTALLED @ DOUBLE TOP PLATE HTT4 W/ 5/8" A.B. WITH BTM. CHORD OF 10'-0" O.C. MAX. MIN. ?'EMBEDMENT WOOD ROOF TRUSSES TO SLAB & (18) 16d x 2x4 OR 2x6 WOOD BEARING lll' NAILS TO POST., WALL W/ SYP No 2 STUDS SEE POST TO SIT DIRECTLY SEE SCHEDULE FOR PLANS FOR SPACING. SINGLE ON SLAB BOND BEAM REQ. BTM. PLATE TO BE PT, PROVIDE DBL. TOP PLATE PROVIDE BLOCKING c 1/2" GYP. WL. BD. " lx4 BTM. CHORD BRACING S ff' O/C END WALL OR OTHER < < �# e MAX„ OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF 4 ' i a 10'-O" O/C MAXSECURED W/ (2) 1Od DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD INTERSECTIO"TYP. BTM. CHORD BRACING �� BLOCK WALL W/ GABLE END '° 7 &PRE-ENG'D GIRDER/WOOD POST CONNECTIONS scALE:34"=r-o" TRUSS SCALE: 3/4"=1'-0' `a FLOOR TRUSS CONNECTION @ L.B.W. `* scALE:34"=r-o" (NO UPLIFT) THE USE OF ALTERNATE MATERIALS MAY BE NOTCH DEPTH I/4•D HOLE EDGE>518" USED SO LONG AS THEY CONFORM TO THE HOLE DIAMETER FOLLOWING < 2/5'D SGL. STUD OUTER 1/3 OF 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS SPAN ONLY 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 HOLE EDGE >5/8" 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 J A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO FI AND F2 FORCES. BTM. HOLE DIAMETER PLATE < 3/5•D DBL STUD ALTERNATE MATERIALS STUD NOTCHING �D BORING LIMITSBORING LIMITS 8 SCALE: 1 1/2"=1'-0" SCALE: 3/4"=1'-0" 1441 N. RONALD RFAGAN BLVD. LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com L AA #: 0003326 y2 � G5 df u-1 a� al CC tF as� -1 N* SUBDIV. & LOT: ABBOTT PARK LOT #11 BLK #11 PROJECT# 04181.000-11111 MODEia 4EBB "1828—CALI" GARAGE #WING: RIGHT PAGE: DETAILS %160 MPH W. C 1,1,L1,1� VTCR SPACING (1) AT EACH END 119'ti 2x4 BLOCKING BETWEEN TRUSSES VTCR AND 6'-0" O.C. MAX. I'i4 j 1 (2) 2X4 No.2 SYP DIAG, WHERE X-BRACING IS PRESENT AT BRACE W/ (3) 12d 0 EA. 4'-0" O.C. (AT SHEATHING SEAMS) TRUSS(DIAG. BRACE TO COVER 5 TRUSSES) "X" IIIIIIIII 0'-0" TO 30'-0' (1) BRACE 30'-1" TO 60'-0 (3) "X" BRACE "X" PRE-ENG GABLE TRUSS j1j41�1 11111 (1) BRACE Q CENTER \� Illlliti (2) X' BRACE DIVIDED EQUALLY STIFFBACKATALL 2x SUB -BAND FROM CENTER TO END. UPRIGHTS OVER 4'-10" HIGH \ ° (AS PER TRUSS ENG) IIOI \ PLYWOOD SHEATHING, SEE(O "ROOF/WALUFLOOR U.. SHEATHING FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. SIDE VIEW 1x2, 2x WOOD FASCIA CONNECTION PER SEE ARCHITECTURAL TRUSS MFG. 2x SECURED W/ (3)16d ENGINEERED WOOD GALV. COMMON NAILS. TRUSSES @ 24" O/C, 1x2 SECURED W/ 10d SUBMIT SHOP DRAWINGS GALV. COMMON NAILS 2x4 FOR REVIEW CONTSECURED 12" O/C /(2)12AT AND APPROVAL SECURED W/ (2) 12tl's [� PRE-ENGINEERED MASONRY BOND BEAM EACH TRUSS VALLEY TRUSS CONNECTION SEESCHEDULE GABLE END PRE-ENG'D TRUSS 2 SCALE: N.T.S. � W/HIP RETURN SCALE:3�4"=1'-0" PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4-0" O.C. (AT D PRE-ENG'D WOOD SHEATHING SEAMS) (BLOCKING TRUSS (TYP) @ 24" O.C. NOT SHOWN FOR CLARITY) MAX O 2X4 DIAGONAL BTM. CHORD BRACING. SEE PLAN FOR FOR STRAPPING LOCATION VERIFY SECURE 2x6 PT. PLATE TO BLK W/ TRUSS PLAN W/ 12" DIA. ANCHOR BOLT W/ 2" _ WASHER SET IN HIGH STRENGTH EPDXY 6" MIN. EMBED. AT 32" OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" O.C. MAX CONC.POURED LINTEL COURSE CONT. 2.4 SECURED W/ (2) 1Od's C EACH TRUSS TO BE INSTALLED 0 10'-9' O.C. MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL JU 1 N. RONALD REAGAN 81 LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA 8: 0003325 m SunDIv. & LOT ABBOTT PARK LOT #11 BLK #11 PROJECT* 04181.000-11111 MODEL.• 4EBB "1828-CALI" GARAGE 81►IIBG: RIGHT PAGE: DETAILS 16 MPH C SunDIv. & LOT ABBOTT PARK LOT #11 BLK #11 PROJECT* 04181.000-11111 MODEL.• 4EBB "1828-CALI" GARAGE 81►IIBG: RIGHT PAGE: DETAILS 16 MPH C i f f --" GABLE -END IUPROOF ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-16 ZONE 1 = 52.70 PSF (62.70) ZONE 3 = 60.50 PSF (70.50) ZONE 2e = 60.50 PSF (70.50) ZONE 3e = 69.80 PSF (79.80) ZONE 2n = 69.80 PSF (79.80) ZONE 3r = 83.80 PSF (93.80) ZONE 2r = 69.80 PSF (79.80) "A"= 4'-O" END ZONE DISTANCE BASIC WIND SPEED: 160 MPH EXPOSURE CATEGORY: "C" RISK CATAGORY: If APPLICABLE INTERNAL PRESSURE COEFFICIENT: +/_ 0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 19/32" STRUCTURAL SHEATHING EXP 1 (4020), FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 19/37' STRUCTURAL SHEATHING EXP 1 (4020).(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 10d RING SHANK GUN NAILS R 4" O.C. EDGEWISE 2X4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE SIZE HEAD LENGTH DIA. TENSILE STIR. SHANK ASTM 10d RING SHANK, 21/2' 0131 F1667 SCR W SHANK 170,000 RING (16-20 RINGS RSRS-03 8d RING SHANK, 2 3/6' 0.113 F1667 SCREW SHANK PER INCH) RSRS-01 8d RING SHANK, PNEUMATIC 23/6' 0,113 F1667 SCREW -NAILS RSRS-01 KXY I tH V K I— ROOF SHEATHING EXTERIOR SHEATHING USE 1/7' CDX OR 7/16" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7116" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. BUILDING LENGTH ROOF SHEATHING LAYOUT AND ENOWALL BRACING FOR GABLE END FRAMING NOTE: GABLES -DROP GABLE END & (1) ADD'L DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING 16'0 .C. IF NO DROPPED GABLE END, ATTACH 2K4 i2 SYP BLOCKING Q 16' O.C. FIRST 4 BAYS W/ (2)12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS 2/ BLOCKING PER NAILING SCHEDULE ZONE 1: 10d NAILS @ 4" O.C. ON EDGE AND 6' O.C. IN FIELD ZONE 20, 2n, 2r 10d NAILS (d 4" O.C. ON EDGE AND 4" O.C. IN FIELD ZONE 3,3e, 3r: 10d NAILS Q 4" O.C. ON EDGE AND 4" O.C. IN FIELD NOTE: ROOF SHEATHING THICKNESS WAS CALCULATED AND ADHERES TO ASCE 7-16 Btl RINGSHANK GUI4"OC. „ TOP&BOTTOM EWES ,. a z rz o O Z W S ? N U . 2 O 9a_ 1j TYP. EXT. SHEATHING ATTACHMENI os ao i3 - 10d RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT' TABLE FOR FIELD SPACING #8 7' DECK SCREWS 0 6"-8" O.C. MAX 0 EDGES & 12" O.C. MAX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING TYP. 3/4" T&G 5UB-FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C3303M. MAXIMUM AGGREGATE 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 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH ORWEATHER 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, 7N EDITION ALL EXPOSEDEDGE30F 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 IL CO PROVIDE 6-MIL CONTINWUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDERALL SLA83-0GROUND INDICATED ON MEIVE R BARRITH CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. FD = 1100 PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, TMS 4021602-16 AISI SPECIFICATION FOR THE DESIGN OF DRAWINGS. UPPED 6INCHES AND SEALED E TAPE. ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-16 AND AISC SPECIFICATIONS PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED, WOOD FOR NON-STRUCTURAL USES 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 TRAN 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, 7th EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURALDEPENDING PROVIDE SOUD BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS MATH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. 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. DESIGN LOADS: ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf 20 pst TOP CHORD i1OnS011CMrrent 10 psf BTM CHORD -Gon—wiTent DEADLOAD DEAD LOAD WELDED WIRE MESH: WELDED WIRE MESH, SHALL BE ASTM Al064/A1084M, 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 BE SUPPORTED WITH 2' CHAIRS SPACED 3'-O' OC, EACH WAY. REINFORCING STEEL: REBAR SHALL BE ASTM A615AB15M 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 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 ARE SUBJECT TO ENGINEER'S REVIEW. TYP, MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 26' #6 BAR - 36" #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. WE IN ACCORDANCE WITH ANSI/ASCE 7 88: 1990, 18 p 70P CHORD 20 psf TOP CHORD ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, (7 psff ASPHALT SHINGLES) POW No GYPCRETE) HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 10 psf BTM CHORD 5 5 psf BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT: 10psf MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 psf WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 psf RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS DOWEL ROOF 8 FLOOR LAYOUTS PROVIDED ON THESE PLA ARE TO US A A WIND: DEAD LOAD SPEED =160 MPH 3- SECOND GUST (ASCE 7.16 (FSC R2020) EXPOSURE C, RISK CATEGORY 11) LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10psf, UNINHABITABLE ATTIC WITH LIMITED STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) AND DECKS: 40psf, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: 50psf, PASSENGER VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS: 40psf SHOP DRAWING REVIEW: SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY LENGTH ELEVATIONS, DIMENSIONS ETC. ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT DRAWNGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN WRITING BY THE ARCHITECT. FOUNDATION/ SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 PSI, FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557, TREAT ALL SOIL FOR TERMITE PROTECTION. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER. CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS COLUMNS, AND 5" STRUCTURAL TERRACE SUB. CONTRACTOR SHALL SUBMIT PROPOSED MX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 6 H- PRIORTO THE ADDITION OF PLASTICIZER CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 AND ASTM CW94M OR MEASURING, MIXING, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIMESTAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNrIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MNUTES, THE CONCRETE MAU. NOT BE PLACED. IT SHALL BE THE RESPONSIaLTTY OF THE TESTING LABORATORY TO NOnFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A TFOR CONCRETE CAST AGAINSTAND PERMANENTLY EXPOSED TO EARTH(FOUNDATIONS): B. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER 1.112' FOR A6 AND SMALLER 2' FOR #6 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3/4" FOR SLABS, WALLS AND JOISTS 1-1 IT FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS INTO INTERSECTING WALLS AND HOOK AT ENDS, STAGGER SPLICES WHEREVER POSSIBLE. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ENGINEER. MASONRY: MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE "SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE fm = 2000 PSI. BLOCK SHALL BE PLACED USING RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH ASTM C478 AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS UNLESS SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8" COURSE AGGREGATE, AND SHALL BE PLACED W/A SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. 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 SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO CELLS TO BE FILLED. 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. 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 Y A36IA36M F =36-i FOR ANGLES PLATES AND WSHAPES. STRUCTURAL TUBING SHALL BE ASTM A500/A500M GRADE B F = 46 bi. STRUCTURAL PIPE SHALL BE ASTM A53/A53M 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 WITH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM F3125/F3125M BOLTS MATH 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, J-BOLTS ARE TO BE STEEL. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. WOOD TRUSSES: TO BE DESIGNED AND FABRICATED IN ACCORDANCE T CC NCE WITH TH E NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS' BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036' AND BE MANUFACTURED FROM STEEL MEETING THE REQUIREMENTS OF ASTM A44 /A4 8 46M, 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 LO R ROOFS NS BE ED S GUIDE FOR BEARING DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA LICENSED PROFESSIONAL ENGINEER. THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS PROVIDED BY THE TRUSS ENGINEER. THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN S E L HALL SUPERCEDE THOSE OF THE DELEGATED TRUSS ENGINEER. WAND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7AG COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS GATE US ENGINEER SHALL BE RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPU—GN 612E TYPE SPACING APPLICABON SIZE TYPE REMARKS 1.2 PT FURRING TO MASONRY I CONC. CASENARCENEG-1. 11?'LONG . S"aC GARAGE ODOR BUCK TO MASONRYKgNC ,Id'g0. NOWA9HER TAPCON MA. SY A9TENER SOIL itrz'EMBEO., d"ENO GIST., II?EDGEg9T. ALE DOORS APT, SEE NOTES OASENARDENED-1. NNL „?LONG. B"OC STAGGERED WINOGW7000FI A9TENED A9gYRl21CIaG. NUDE DOOR BUCK TO MPSONRYroCNC OR y?qA w'WASHER EXPANSION BOLT t5'OIC INE-qAI OIC (1?qA) d•ENBEO., d'ENO T.. YEDGEg9Tg5 LMN—BUCK CASE HARDENE—L 9"OIC OOO(U FASTENED METAL STRAP TO CONTACT THIS ENGINEER FOR SPACING IF FT, SEE NOTES NNLI III LONG, STAGGERED NOTOOMAEONRYACONC. MASONRY ICONC. REQUIREMENTS EXT.—NG DOOR IZ1y,Bv'A "TAFCON' II?EMBED, S'EFp. N014SEARING WOOD ,rz'° ExPANSION d•EMBED. d"E BlKN 2v PT, 9EE NOTES NO—S FASTER 130.0 NST, 11?EDGE DST. WALLTOCOW 3UIB 2d 00 WI WASHER BOLT qST, 3"EGGEq 'PT" PT WINWWBUCK 0°PAFr219' B'OC IEND. DIST.. 11? Pi TOS COL., SEE STAGGERED EDGE )ST. NGTES WI WASHER NOTES 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4, PAF SHALL BE HILT X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. 1x MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED VW TAPCONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA M: 0003325 LN 4 o 4 Z -A 4 k W Q Z 9tmDIV. & L.OT ABBOTT PARK LOT #11 BLK #11 PROJECT# 04181.000-11111 MODELa 4EBB "1828-CALI" GARAGE 3Wn;G: RIGHT PAGE: DETAILS U69, MPH a. C 20 A. DATE: 06/15/21 8CALIE: 1/4"=1d-0" B*EWXT SN1 © TRIM NAIL INSTALLED THROUGH - FASCIA @ 16" O.C. MAX Q7 STAPLES INSTALLED - THRU SOFFIT AT NAIL HEM AND IN VALLEYS ivilVA DETAIL A FASCIA O STAPLESINSTALLED @ 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 O STAPLESINSTALLED- THRU SOFFIT AND J-CHANNEL AT NAIL FIT 1O HEM AND IN VALLEYS STAPLESINSTALLED @-` 12" O.C. MAX (INTO ELQ3 OWOOD) IN J-CHANNEL SLOT„ WOOD BATTEN 10 -STAPLESINSTALLED 70 THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS _#8X3" WOOD SCREW OR TAPPING SCREW, BATTEN ATTACHMENT FASTENER SPACED 24" MAX. O.C. J" MAX .-­4 (— DETAIL D O STAPLES INSTALLED, J-CHANNEL THRU SOFFIT AND J-CHANNEL AT NAIL FASCIA HEM AND IN VALLEYS O SOFFIT---' O J-CHANNEL-/ i, h DETAIL E J-CHANNEL TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION —SPAN SPAN 'L SEE DETAIL'A'- SOFFIT) SEE DETAIL'E' EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL, FASCIA @ FASCIA END BATTEN STRIP ANCHOR 12 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO FRAMING /TRUSS/JOIST/RAFTER / BY OTHER EMB. 1X2 WOOD BATTEN 11 OFFITO �J-CHANNEL Q3 DETAIL B J-CHANNEL FASCIA 12 BATTEN STRIP ANCHOR 10d NAIL AT EACH TRUSS/JOIST/ RAFTER TRUSSMO' LOCATION NOT TO rBY OTHER EXCEED 24" O.C. INTO 7QSTAPLES INSTALLED- THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS 0 11 lX2 WOOD BATTEN r2X2 WOOD BATTEN 10 EAVE WIDTH HEAVE WIDTH (ROOF (ROOF OVERHANG) OVERHANG) CONCRETE; CMU OR WOOD (NOTEA) v �—CONCRETE; OFFIT—"� CMU OR WOOD SEE DETAIL'D' SEE DETAIL'E' (NOTEA) EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL AND FASCIA END O SOFFITS INSTALLATION SCREW, BATTEN ATTCHMENT ® Q J-CHANNEL r J" MAX: FASTENER SPACED 24" MAX O.C. STAPLES INSTALLED @ �12" DETAIL C O.C. MAX (INTO Q7 WOOD) IN J-CHANNEL J-CHANNEL O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR 2 1/4" INSTALLATION SCREW, EMB. BATTEN ATTCHMENT FASTENER SPACED 24" Qg MAX O.C. STAPLESINSTALLED @ 12" O.C. MAX (INTO 70 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. 12" TRIPLE 4 FULL-0-VENT SOFFIT ECO VINYL -NO. 639 d N. RONALD REAGAN SL LONGWOOD,FL32750 PH: 407.774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 1 o sU13DIV. ae I.0 ABBOTT PARK LOT #11 BLK #11 PROJECT# 04181.000-11111 MODEL- 4EBB "1828-CALI" GARAGE 8TrMG: RIGHT PAGE: SOFFIT DETAILS 160 MPH EXP 7I' 2021 DAME: 0066/15/21 8CAL.E: 1/4"=1'-0" SHEET SDI a 0