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HomeMy WebLinkAbout7461 Sail Clover Ln99 ) 99 0 ALL. WORK SHALL COMPLY WITH CODES FLORIDA BUILDING CODEpREVAILING NATIONAL ELECTRIC CODE, AND THE CITY OF ZEPHYRHILLS ORDINANCES H EJ M ES c E /'EW oArE �SEP p 1 'Y CIF" 2022 PLAN MINER R! 12602 TELECOM [DRIVE, TAMPA, FL 33637 Tel: (813) 740-9720 Fax: (813) 740-9715 STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS -MMM BUM= �, �>l e4 ABV. ABOVE LAV. LAVATORY DATE DESCRI MON mvom CD'S ISSUED ARCHITECTURAL SHEET DESCRIPTION DR HORTON HOMES 12602 TELECOM DRIVE ll�l�l�ll�y �ll��` 'M 11Y/ = `�' -AM IAGL AND SlAT6 COD68 -OCCUPANCY - RESIDENTIAL, GROUP R3 -CONSTRUCTION TYPE - VB -MIN. INTERIOR FINISH - CLASS B A/C AIR CONDITIONING LUM. LUMINOUS AADJ. ALT. AO JUSTABLE ERNATE MC. MEDICINE CABINET AMP. AMPERAGE MIN. MINIMUM BD BOARD M.T. METAL THRESHOLD CL CENTERLINE MID. MOUNTED C CEILNG NTJ. NOT METAL mVFJ/IS 2mR FBC UPDATE PG PG Cl—COVER SHEET GN— GENERAL NOTES OV2W CD'SRE•ISSUEO m4/16/IS FOOTNGREvISICNPERM.N60LLE8 02/2a/IS PLAN MAINTENANCE TAMPA, FL 33637 TEL: (813) 740 -9720 FAX: (813) 740-9715 'BASIC WIND SPEED - Vult=160 MPH Vasd=124 MPH :EXPOSURE -EXPOSURE - C RESIDENCE - -2-STORY RESIDENCE - MAR. HEIGHT AS PER LOCAL AND STATE CODES CLR. CLEAR OC. ON CENTER CONC. CONCRETE PL PROPERTY LINE CPT. CARPET P.B. PUSHBUTTON H. PHONE C.T. CERAMIC TILE P. D. DRYER p T. PLATE DBL. DOUBLE PLYWD PLYWOOD D.O. DUAL GLAZED PR. PAIR DIA DAMETER P.T. PRESSURE TREATED PG PG PG PG Al —FLOOR PLAN A2D—ELEVATION "D" El —ELECTRICAL PLAN Pl —PLUMBING PLAN 03RMVI9 REVISED LINTEL SIZE AT FRONT ENTRY DOOR m6/2I/H ADDED LED LIGHTS • KITCHEN 4 BATHROOMS PER MARK BOWES 0T/22/IS NE ADDED STOW OPTION ELEVATIONS'C' 4'D' I0/2S/1S ADDED OPT. V-m' CEILING HEIGHT DIM. DIMENSION R RADI D[SP. DISPOSAL BAD. RADIUS DP. DEEP RAG. RETURN AIR GRILL DDOOR REF. REFRIGERATOR D.S.S . DOWNSPOUT RM. ROOM DTL. DETAIL R.O. ROUGH OPENING PG PG PG Ml —MECHANICAL PLAN Dl—DETAILS D2—DETAILS 0V=0 REPLACE USP CONNECTORS WITH SIMPSON CONNECTORS STATE OF FLORIDA SQ.". CAM'S 04/D/2m OPT. S'-0' CLG. Hilt. ELEVATION 'C- REVISED HEIGHT OF ARCHWAY 0v01121 swam MC UPDATE LIVING 1612 SQ. FT. GARAGE 432 SQ. FT. ENTRY 38 SQ. FT. LANAI 56 SQ. FT. TOTAL 2238 SQ. 03A2/21 ADDED SOFFIT DETAILS PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 D.W. DISHWASHER SC. SOLIDCOREEXTDR EA. EACH S.D. SMOKE DETECTOR ELEV. ELEVATION S.H. SINGLE HUNG EQ EQUAL SHT. SHEET EXH. EXHAUST SHTHG SHEATHING EXT. EXTERIOR SHWR. SHOWER F.G.FX. FIXED GLASS BIM. SIMILAR F.O. FUEL GAS SL. SLIDING PG PG PG PG D3—PRODUCT APPROVAL WAl—WALL ASSEMBLY DETAILS WA2—WALL ASSEMBLY DETAILS WA3—WALL ASSEMBLY DETAILS 0S 121 ADDED 20' FOOTER OPTION 10/J6RI ADDED FR�4 DOORS OPTION A.B. DESIGN GROUP, LLC. SLIDING FLR. FLOOR STD.L STANDARD GLAss PG WA4—WALL ASSEMBLY DETAILS 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 FLOOR. FLUORESCENT SwS SHEAR WALL FR. DR. FRENCH DOOR SECTION FTG FOOTING TEMP TEMPERED GLASS GA. GAUGE TH. THICK O GAR. RP. GARBAGE DISPOSAL TOK. TOP OF CURB PG PG WA5—WALL ASSEMBLY DETAILS WA6—WALL ASSEMBLY DETAILS Fax: (407) 774-4078 °F'I °NTERRUPTER CIRCUIT T.O.S TOP OF SLAB GL GLASS TYP TYPICAL STRUCTURAL SHEET # DESCRIPTION PG PG Sl—FOUNDATION PLAN S1.1A—DETAILS GYP. BD GYPSUM BOARD U.N.O. UNLESS NOTED H.H. HOREBIB OTHERWISE H.C. HOLLOW CORE V.P. VAPORPROOF HDR. HEADER w. WASHER DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER HOT. OR HT HEIGHT W/ WITH INSUL. INSULATION WD. WOOD PG S1.2—DOWEL PLAN THE BUDDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. INT. INTERIOR Wnw. WINDOW W" WATER HEATER W.I. WROUGHT IRON PG PG S1.2A—DETAILS S2—LIFT BEAM PLAN AND NOTES ANY ASPECT D THE CONSTRUCTION (AS DESCRIBED IN THIS RE UN DRAWING SET) An AND UN IN NEED OF FURTHER DETADING OR EXPLANATION IN PG PG S2.1A—DETAILS S2.2A—SAFE LOAD TABLES ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE PG S3—FRAMING PLAN BUDDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FORLARIFICAT PG PG S3.1A—DETAILS S3.1B—DETAILS AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY PG PG SNl—DETAILS SDl —SOFFIT DETAILS MANNER. AB DESIGN GROUP TAILS NO RESPONSIBILITY FOR INTERPRETATIONS OF PG SD2—SOFFIT DETAILS CONSTRUCTION BY THE BUDDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTION BASED ON THE DRAWING SET. 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-774-4078 www,a bdesigngmup.com AA k: 0003325 a � 411110 LLL'ic avaaly ac r 7 ABBOTT PARK LOT #17 BLK #12 PHASE 4C P2ZOJICCT* 04181.04C-17121 3MODMIA 4EAB "1672-ARIA" ciARAGE 91MT CG: RIGHT 1 PAGM: COVER SHEET 160 MPH EXP. C GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) Rh 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, OWSITE 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 6 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 B' 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 ARCHITECTIENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 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 i. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 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 V MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN 112 -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 6 -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 M 0STT 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: 1. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6• WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS, 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFIWALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SNt. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SO. 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 u " PVC (SCHEDULE 40), INSULATED WITH 6 "AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 2.5 GPM EACH IN ACCORDANCE WITH THE FBCR TABLES 2903.1 & 2903.2. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FBCR SECTION P3005.2. 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 WAIL 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 & ASTWC1787. 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. 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 112 "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 17 O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES I CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AS DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S/ CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. 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) 71h EDITION, (2020) R 704.2 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. CONTROL DATE: 09/08/21 (CM) S N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.7748078 FAX: 407-7744078 wwwabdesigngroup.com AA #: 0003325 c N-LLL oulsDm Ae OAT: ABBOTT PARK LOT #17 BLK #12 PHASE #4C PO3oJECT# 04181.04C-17121 moDEL: 4EAB "1672-ARIA" QAPAQE SWING: RIGHT PAGE: GENERAL NOTES 160 MPH EXP. C DA 02/07/22 SCALE: 1/4"=1'-O" 81HEET GN ,� � ­ nu (2) 3052-SH _ ploll SQ.FT. CAM'S LIVINfa 1672 $a FT. GARAGE 432 Sa FT. ENTRY 38 Sa FT. LANAI S6 Sa FT. TOTAL 2238 Sa FT. O0IPOIEIR AND MAMI O MIO LOADM BAW WID WOMM FOR M IEOOIO OM OPBIpB ME NOWNWOMMl RBOA M AND TYPE WAE POOTAOE MIN. WINDOW 10 S 34/-45 CRITERIA EXTERIOR SWING IS 5 33/-43 DR. MIN. CRITERIA SGD. / FRDR 43 5 303/-38.4 MIN. CRITERIA 16010 O.H.D. 112 5 202/-315 12'x12' SOFFIT 1 5 313/49.5 BASIC WIND SPEED MPH = 160 (Vult) INTERNAL PRESSURE COEFFICENT = 3 0.18 BLDG. CAT.=II, EXP.=C, MEAN ROOF HT. = IT-10" 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. OONw4L DA75 ow9I DBL. - TOP PLATE 9 A BAR DETAIL SCALE: 1/2'•I'-0• FLOOR PLAN HDR. DTL. B SCALE: I/i = I'_0• NOTE: HEADER FINISH TO BE PER COMMUNITY STANDARDS SCALE: 1/4' • I'-0' NOTE: -2.8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENIJM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENiNGB BETWEEN THE GARAGE AND RESIDENCE SHALL BE ECUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/0' (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. S N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7744078 FAX 407-774-4078 www.abdesigngroup.com AA A 0003325 f�Fpy ,G DJ 1Q Zj xx S A a A a a I Jj I 9tro IV• Ac Lo ABBOTT PARK LOT #17 BLK #12 PHASE #4C [PROJUCT# 04181.04C-17121 MCDEIe 4EAB "1672-ARIA" 0A7i:AGE OWING. RIGHT PAGE: FLOOR PLAN 160 MPH EXP. C ■ -- 4' FRII BAND !Tl 6' TI BOARD !Ti SHINGLE BLDG. HOT. FYPON LV12X24 OR EQUIVALENT SHAKE SIDING AS SPECIFIED RYP> 6' RAISED BAND (TYP-) BKTIIXII OR EQUIVAL TyFl RAISED L�J W-0' BRO. HGT* 0 0' FIN. PLR..' _ FRONT ELEVATION SCALE: 1/4 • I'-0' TEXTURED FINISH OFF RIDGE T OFF RIDGE T I�6 AREA OF ATTIC L�J W-0' BRO. HGT* 0 0' FIN. PLR..' _ FRONT ELEVATION SCALE: 1/4 • I'-0' TEXTURED FINISH OFF RIDGE T OFF RIDGE T I�6 AREA OF ATTIC 2235 SO, FT. NET FREE VENTILATION AREA REQUIRED = 1/300 REQU RED VENTI LATION AREA = 2235/30D = 7.45 VENTILATION AREA SO, INCHES PER FT,(144I = 1072.8 SO, IN. MIN. REQUREDVENTILATION = .5X 1072.8 IN UPPER PORTION OF ATTIC - 536.4 SO, IN. OFF RIDGE VENTILATION AREA = 115 SO, IN. PERVENT SWA /11S TOTAL # OF VENTS REQUIRED = 4.66435 TOTAL#OFVENTSPPOVICED - 5 'AREAOF ATTIC ISTHE PERIMITER OF THE HOUSE, LESS THE OVERHANG EXTERIOR OF WALL TO EXTERIOR Of WALL, NO OVERHANGS INCLUDED 5'-0' BRG, NOT,ti 0'-0' FIN. FLR.y F RIDGE T \ 2 OF \ I6 III 7E FE- LEI 0 on I IN I E. an LEJ oil REAR ELEVATION SCALE, 1/4 • 1'-0' TEXTURED FINISH - AS 0 — v T P. ro Z �- -------_-- — ---------------.-----_----..... -- 0'-0' FIN. FLR. LEFT ELEVATION SCALE: 1/4 • 1'-0' TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT RIGHT ELEVATION SCALE: 1/4 • 1'-0' TEXTURED FINISH 12 6 DECO. DETAIL A SCALE: 1/2 • I'-0' 3 FIN. PLR 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32780 PH: 407-774.6078 FAX: 407-774.4078 www.abdesigngroup.com AA #: 0003325 F a 1B G j$j 3 c 0 y F BOTT PARK LOT #17 BLK #12 HASE 4C p 04181.04C-17121 MOaEzc 4EAB "1672—ARIA" GARAGE aWxG: RIGHT PAGE: ELEVATION I'D" 160 MPH EXP. C DAM 02/07/22 8CALE: 1/4"=V-0" sign= A2 D ELECTRICAL LEGEND SYMEIOL DEFINITION NOTES -e DSV OUTLET 20 SINGLE AMP POLE Wv OUTLET IIIV OUTLET ' of OUTLET WIPED TO SWITCH Oil SOV OUTLET [OSFOO WORD FALL NTWMV" R (TAMF4R RW*TANT TTI'E) �} 220V OUTLET (4) U E CONNECTION WWpp -C-GFl UT.ATERFIRCOP OUTLET INT�ENWI-TER SWITCH SWITCH $-WAY OPER. $4 SWITCH 4-WAY CPER � I I� UW.L MOWS® LGM CEILING LIGHT © LED CLG LIGHT LED vtF•oR ©VP MWOF LIGHT O VP VAPOR PROOF LIGHT OQ RLCdSED CAN eV m FAN I OTM PER ea FT. YEIT. FAN UHLIOHT I CFM PM Sfi FT. Y FIXIUPE (SPEC'S TBD BY 74ELB tlIFAP ® AIIOUC J RWRESClNT 2AROIID (SUFiFI•NTJ 2' Rl101i/CONT ��� 4' IRJIORESLSNi 4' TRACK LIGHT 0 PANEL own PETER • $,�. SMOKE DETECTOR ■ATT. odosAm WLSABOM ( WALL PK NTW MATT. naa ie LJ SMOKE DETEOTOR I LHdachi S ® >3ACA CANNON MMMIDL COMBO COMBO INTERCTED SMALL WE A DISTANCE OP NOT LESS THEN V ARCH FSDANr LIGHT NATURAL GAS 0-TOLEPIIONE JACK UN N IGNITION OOUWCO TO wi Rlvd1'iD DISCONNECT AIR CONOITIONMG OEN AHU ON ONICMBCT TELEVISION JACK CEILING am O J-BOX TO ME SUPPORTED N ACCORDANCE WV BOX MARKED AS SUCH FOR OILINGIM PSAMM TO BE SUPPORTED N CEILING F.AN(LIGIIT ACCORDANCE WW ISM MARKED AS OWN FOR INSFOOTION Anna 24• INCANDESCENT LIGHT STRIP nnn AV nNCAHDEOCBNi LIGHT STRN• nnnnnnnn AV INCANDESCENT LIGHT SntlP ROOD LIGHT RCP OPT. SECURITY KEYPAD PA PUSH-BUTTON FOR CHIMES use PORT • LOCATION OF TV JACKS I PHONE OUTLETS t PANS TO BE YOPWRED • HOMEOWNER PRE-CONSTRUCnON MEETING. • ALL B ( 20 AMP BRANCH CIRCUITS TO BE AMC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF FOCIR TTN mR1aN f]0]0) • NEO ]ICJ? ]OIT EOITIOL • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GPI • ISLAND (NOT ON KITCHEN CIRCWT) • DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL • BATHROOM EXHAUST PAN TO HAVE MN. CAPACITY OF 50 CFM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION MEOT9 IbCR TTH Eo f2020). • LAUD ROOM AND DISHWASHER RECEPTACLE SMALL BE GROUND FAULT CIRCUIT-NTERRA^TER PROTECTION FOR PERSONNEL ON FEEDERS • WRING METHOD SHALL W NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF FBCJR TTH [D f2mlu • ALL WORK TO COMPLY WTH ELECTRICAL PROIANO IS OF THE HSCR TTH ®[20001 Ift or LIGHTING MUST ISE ENERGY Evqrn!Nr TYPE PER It IEPICIENCY) 2d)0. T1h ®am IR404J i ELECTRICAL PLAN SCALE: 1/4' P I'-m' OPT. _ COACH LIGHT METER FIELD VERIFY LOC. LED LIGHTING C SINGLE LAV. 5ATH •2 150 AMP ELECTRICAL R15ER NOT TO SCALE. GENERAL NOTE& A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH ELECTRICAL PROVISIONS CF TIE F�C.B14i FDITION f]0]o) LOCAL CODES, AND ALL LOCAL POIIER COMPANY REOUIREMEfTS, B. ALL CONOICTORD SMALL EE TYPE THH IVTHUN UNLESS NOTED OTHERWISE PCUMA COMPA TRANSFORMER LED LIGHTING C DOUBLE LAV. BATH "1 PROVIDE H 2f0 CU, TMW • MM CU IN 2' CONDUIT OR 8 AS VAL, THUN • 1% CU N 2' CONDUT OR 210 AL SEA (COFOUIT TO TERMINATE ABOVE SOART • OVIER WIG) COMBINATION SERVICE DISCONNECT OUTC 4 AND M ELECTRIC METER N NEMA SR ENCLOSURE TELEPHONE SERVICE CAALE TB.EVUILTV ENTRANCE SERVICE ENTRANCE E2WPMONT Im PRIER INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CO NHCnONS PROVIDE EO AMP, 120R40 VOLT, I PHASE SECONDARY-- 1 14 CU SERVICE GROUND CONNECTED TO ELECTRKAL SERVICE PROVIDE $ PI COPPER (CU) N CONCRETE ENCASED FOOTER STEEL PER IAW CIA SCHEDULE 00 PVC CONDUIT OR PRDVIOE $ ELECTRICAL PROVISIONS OF THE FROM TTH Oro ALUMINUM (AL) N 2" DIA SCWW" W PVC EDITION (2020). CONDUIT UNLESS SERVICE 10 PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC r.1V DIA X S FT LOW COPPER CLAD GROU 0 NOD COMPANY PRIOR TO BID. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-77446078 FAX: 407-7744078 www.a bdeslgngroup.com AA #: 0003325 A r4 OWN C 6 a IPi XMDM ai LOT:ABBOTT PARK LOT #17 BLK #12 PHASE 4C OJECT# 04181, 04C-17121 MODEla 4EAB "1672-ARIA" GARAGE BRING: RIGHT PAGE: ELECTRICAL PLAN 160 MPH EXP. C OND I II I II II � I II I I 1 I V N It I I � I� • I � r O I 1 • 1 O I II II I _J I I I ��III I Il, Ilt _ ii --- L V. dl III I ii I 36'X60' `----" L v. &FNUR. PAN ------ — O2' 2' V.TR KITCHEN SINK WJJ/ 11/2• AUTO VENT �. 2' V.TR 1 2. 1 1 I IR' 11/2' �2' jTUB I 1 2' ---- - — — — — — 1 1/2' I I LAV 11/1'-.d � — I I/2' �� I — — I Y 1 2 2. 1 1/2'�7 g• 3 i 11/2• I 3' WA&HERI I LL1C 1 -II' 2'-9' 2'-9' 31'-3' LAV. LAv. I I 3 &HUR I 3' 1 GA. 2. TO MAIN 3 3' 4' PLUMBING RISER PLUMBING PLAN &GALE: 1/4 . 1'-0' d N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774,6078 FAX: 407-7744078 www.abdesigngroup.com AA M: 0003325 , a 0 9 b h BUDDIV. Sc LOT: ABBOTT PARK LOT #17 BLK #12 PHASE #4C PROJECT# 04181.04C-17121 MODZU 4EAB "1672-ARIA" GARAGE 87IING: RIGHT PAGE: PLUMBING PLAN 160 MPH EXP. C 0 HVAC NOTES I. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER I"M REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED ALAS 844ALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB t MASTIC. AND INSTALLED AS PER FBC NTH 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 CONSTRICTED 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 ITN EDITION (2020) MECHANICAL CODE 603J 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH MC ITH EDITION (2020) MECHANICAL CODE SECTION 403. 8, ALL EXHAUSTED BATH ROOMS, SHALL NAVE 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/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND FBC 1TH EDITION (2020) MECHANICAL CODE SECTION 601. 10, GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. 11. DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. FANTECH DBF 50 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX SIX ELBOWS. LEGEND ® SUPPLY AIR DIFFUSER m RETURN AIR GILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LIKE- SUPPLY TRUNK — BROKEN LINE- RETURN TRUNK l BALANCING DAMPER OR OBD 0 CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR ® THERMOSTAT m PASS-THRJ AIR GRILL NOSE: ALL HVAC TO HAVE PROPER PANS W/ DRAINS SECURE STRAP TO CONC. CONDENSER ATTIC W/ (2)-3/I6'X2' TAF'CONS UNIT SIMPSON WB ROLL STRAP OR EQUAL CEILING O O EXTERIOR WALL PLENUM y AIR RETURN SECURE STRAP TO WIT W/ (2) 4' CONCRETE SLAB 08X1 1/4' $HT. MTL. SCREWS SUCTION AND LIQUID AIR SUPPLY y REFRIGERANT LINES CONDENSER UNIT AIR HANDLER y CONNECTION TO PAD EXTERIOR WALL y 3/4' PVC CONDENSATE DRAIN LINE NOTE: MAIN COND. DRAIN 3/4' DIA. OVER HEAD s n' FROM STRUCTURE EVAP. TRAY:?, y PVC SLEEVE TO LINES BELOW SLAB p REFRIGERANT LINES TO PLATFORM RETURN CONDENSING WIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER FBCR'1TH EDITION (2020) MECHANICAL BLOC, CODE SECTION 30-1.2.4 HVAC DRAINS SCORIATED NICKEL /� FIN. FLOOR COUNTERSUNK BRONZE FL. PL. / OR WALL C.O. PLUG BRASS PLUG --"�FITTMG OR EXTENSION TO SOIL OR WASTE AS REQUIRED ///--- WADE 8240-K JOSAM 56000 INSIDE / SERIES NICKEL BRASS TOP CAULK / P.V.COPTI/SPEC OFLOOR SLAB CLEAN -OUT (TYP.) N FIN. GRADE OR PAVING 9EE sPEc. r;OZR r-e•x8• coNc.FITTING OREXTENSION TO SOIL WASTE AS QUIRED NEXT. GROUND CLEAN -OUT (TYP. N MECHANICAL PLAN SCALE: 1/4 . 1'-0' NOTE: ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED AT OR ABOVE F.P.E. ELEVATION. �l 7m 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32760 PH: 407-774.8078 FAX 407-7744078 www.abdesigngroup.com AA k: 0003325 9 IPI UBDM & LotilABBOTT PARK LOT #17 BLK #12 PHASE 4C OJECT# 04181.04C-17121 MODZI1 4EAB "1672-ARIA" GARAGE BWMG: RIGHT 1 PAGE: MECHANICAL PLAN 160 MPH EXP. C 1 A PRINT awTE: 02/07/22 BCAL.E: 1/4"=1'-0" BlIEET M1 2X4 TOP PLATE p�[� �(� . �� OR 9 PLAN Y V2' DRYWALL 3/8' TOP CHANJEL (29 GA) CORYR OCI1D PRE-FAB TRUSS va• TFllq74* a cony PDRTLA•Crwl aEEI/2' CW. 80ARD PL4lTER 1UCTURN.wI/2' DRYWALLDI35/S' OR 5 3/S' METAL STUDS ruea�+ELL AS TO RLL NOTE: STUD$ IN 24' O.C. 20 GA METAL TO DE zLL na PEPARTITIONS SUPPORTING INSTALLED IN WALLS PWD=T In DRYWALL WALL HUNG PLUMBING RECEIVING UPPER/ LOWER 3 5/8, OR 5 ewuxxoeeo�L MAL WReaCABINETS AND TUB/SHOUER 25 9/S• BOTenneR Snap 144 N. RONALD LONGyyOpD,REA ZAN�BWD. FIXTURES AND WALL GA METAL TO BE INSTALLED CHANNEL (25 PH. 4O 7TFIL 4S078 CABINETS SHALL BE NOT IN ALL OT1ER WALLS. STUDS SECURED *aOrn ALLLESS THAN 2x4, WHERE TO BE SPACED 16' O.G. AT 2ND TO CONC DOOR DUHID (wig FAX 40T-TT440T8 FLOOR WALLS ADJACENT TO �va�L2X4 WooD $PACED NOT MORE STAIR WELLS MID BATHROOM w� R O 3/4• N•.�.�_ DpR�¢t's www.abdesigngroup.com SECURE BT. AA ih. 0003325 PLATE TO SLAB 8TUD8 �24' THAN ib' O.C. OR, NOT WALLS W/ 71LE FINISH WOOD FLOOR —wood SASS WOOD JAMW PERW/ I0d MASONRY O•C• LESS THAN 2x6, WHERE W/ 1/4' WOOD PRODUCT VIERTI oy CIRMI DOOR ARXXICT L RCO. '/ERriGN- TRAGIC DY "AD NAIL • 32' O.C. SPACED NOT MORE WOOD BASEBOARD SCREW B eM^P. ro *Los TRACK mrACP" MAX THAN 24' O.C. w, FROGICr ROOM . SLAB Lj pw°' FIN. FLR- FINISH gAOR 1-STORY TYP. INT. WALL i1GAS LINE THRU BLOCK 3 GARAGE DOOR JAMBS (j)TYP. INT. WALL (NON-BRG.) 9A METAL STUDS (NON-BRG.) D1 SCALE. 3/4'. i'-0' D SCALE: 3/4' • 1'-0' FIBERGLASS BHINCsLE9 FIBERGLA88 SHINGLES 2X4 8PF 24' OTC. MAX. WITH UNDERLAYMENT WITH WDERLAYMENT SECURE W/ (2) 12d NAILS AS PER FBCR 905.1.1. FIBERGLASS SHINGLES AS PER FBCR 905.1.1. • EA. END ROOF SHEATHING WITH UNDERLAYMENT ROOF SHEATHING 2x BLOCKING BETWEEN TRUSSES THICKNESS AS PER SHEET SNI m a oil I i ILL) FIBERGLASS SHINGLES AS PER FBCR 90511 THICKNESS AS PER PER STRUCTURAL DETAILS WITH UNDERLAYMENT PER DERLAYMENT ROOF SHEATHING SHEET SNI. SECURED PER FASTENER SCHEDULE AS PER FBCR 905.1.1. THICKNESS AS PER FASTENER SCHEDULE RDOF SHEATHING SHEET SNI. THICKNESS AS PER SECURED PER STIFFBACK AT ALL UPRIGHTS SHEET SNI. SECURED 5/8' GYPSUM BOA FASTENER SCHEDULE MTL. DRIP EDGE PER STRUCTURAL DETAILS MTL. DRIP EDGE PER FASTENER OR 1/2' HIGH g' 9' SCHEDULE STRENGTH CLG. 2x FASCIA PER MAx —PRE-PREWD. TRUSS AX 2x FASCIA PER N BOARD ELEVATIONS O. ELEVATIONS REFERENCE VENTED SOFFIT 4,PER ELEVATION VENTED SOFFIT PER ELEV STRUCTURAL CONT. 2x RAT RUN SECURED PER O SEE ENERGY CODE FORMS FOR' WALL BREATHING STRUCTURAL DETAILS PRE-ENG TRUSS INSULATION R-VALUES PRE-ENG TRUSS, THICKNESS AS PER WALL SHEATHING = REFERENCE STRUCTURAL SHEET SNI. SECURE PER SEE ENERGY CODE FORME FOR THICKNESS AS PER MTL. DRIP EDGE MTL. DRIP EDGE INSULATION R-VALUES m, PER ELEVATION FASTENER SCHEDULE PER ELEVATION SHEET SNI. SECURE PER 2x FASCIA PER n-F 2x FASCIA PER ON SHEET SNI FASTENER SCHEDULE ELEVATIONS ON SHEET SNI. ON. ��+ ELEVATIONS 5/B' GYPSUM BOARD OR I/2' R-4.1 INSULATION PRE-ENG. GABLE TRUSS HIGH STREPGsTH CLG. BOARD PRE-ENG. GABLE TRUSS VENTED SOFFIT VENTED SOFFIT WEEP SCREED WINDOW ATTACHMENT WEEP SCREED A8 PER MANUFACTURES 2x P.T. SECURED PER SPECIFICATIONS STRUCTURAL DETAILS 2x PT SECURED PER R-4.1 INSULATION STRUCTURAL DETAILS REFERENCE WINDOW ATTACHMENT ASER STRUCTURAL MANUFACTURES SPECIFICATIONS Ix2 P.T. FURRING RENGE STRUCTURAL — STRIPS • 24' O.G. 1/2' THICK, 2 COAT PORTLAND Ix2 P.T. FURRING a' Cm CEMENT PLASTER APPLIED ST 24 O. ' RIPS a STRIPS 24O.C. 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED 1/2' GYP. WL. 50. DIRECTLY TO MASONRY 1/2' THICK 2 COAT CEMENT DAPPLIED GYP. S. CMU DIRECTLY TO MASONRY WOOD BABE PLASTER WOOD BASE DIRECTLY TO MASONRY I 0'-V FIN. FLRh 0'-0' FIN. FLR 0'-C' FIN. FILM IL ° 0'-0' FIN. Pt-R. 4' S' crTu ° ROOF SHEATHING THICKNESS IS ,, a ROOF SHEATHING THICKNESS IS a ENGINEERED PER ASCE 1-16 IN - a ENGINEERED PER ASCE 7-16 IN 4 ACCORDANCE WITH FBCR 2020 a ACCORDANCE WITH FBCR 2020 " 4 1TH EDITION, SECTION R301.1.3 ° 4' 1TH EDITION, SECTION R301.13 AND I6C9.5.1. AND 1609.5.1. n W/ WINDOW OPENING n TYP. WALL SECTION W/ WINDOW OPENING TYP. WALL SECTION L' B NO OPENING NOTE: NO OPENING NOTE: METHOD TO BE USED FOR THE METHOD TO BE USED FOR THE svBDly as LoT ABBOTT PARK LOT #17 BLK #12 PHASE #4C PROJECT# 04181.04C-17121 moDEL: 4EAB "1672- ARIA" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP. C r5""\1-ST0RY HIP BLOCK WALL INSTALLATION OF ROOF 6 1-STORY GABLE BLOCK WALL INSTALLATION OF ROOF ( l SCALE: 3/4'.r-® UNDERLAYMENT IN ACCORDANCE SCALE, 3/4',1,_0. UNDERLAYMENT IN ACCORDANCE T WITH FBCR SC5.1.1.1 OF THE FBCR �� WITH FBCR 905.1.1.1 OF THE FBCR ORI A 2020 1TH EDITION IS 04 WHICH USES 2020 1TH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM D226 (2) TWO LAYERS OF ASTM D226 TYPE II OR ASTM 0486S TYPE III TYPE 11 OR ASTM 04665 TYPE III OR TYPE Iv UNDERLAYMENT. OR TYPE Iv UNDERLAYMENT. 1 A CM AR NO W723 DATE: 02/07/22 SCALE: 1/4"=1'-0- B*EC= D1 Ica 2X6 P.T. • CENTER OF DOOR HEADER SECURED W/ (1) IR' X 8' J-BOLT UV 4' MN EMBEDMENT W/ 2' X 2' X VD' WASHER 4 HUT OR W/ (2) h' X 8' ANC14OR BOLTS W/ 2' X V X V8' WASHER 4 NJT le m VRE 2X4 TO ELK W/ m m m 114' TAPCONS I IFU' EMBED, D' O.C, 4- END DIET, 1 1/2, EDGE DIDT. m @lam m 2X6 GARAGE DOOR BUCK SECURED W/ (5) IR' X V J-BOLT OR ANCHOR DOLTS, UY 4'MR E'1BEDMBNT, W/ 2' X 2- X VO' WASHER 4 NUT. (0 WITHN 8- OF TOP, (1) WITHIN S' OF THE BTM, ® (3) EVENLY SPACED. m m m NOTES, ALL ANCHORS SNAIL BE N ACCORDANCE TO MANUFAGNRER'S INSTALLATION INSTRUCTIONS UFERE dYy M9TIHICTNa.WS AM Mf]QF AT@ -W GARAGE DOOR BUCK ATTACHMENT 8• CMU V2' DRYWAL ❑ 19(4' P.T.P.i. POOR DOOR L 1.4 P.T. OR D/4'X4' MIN SECURE THRU FRAME 4 EMEND I-V4' NTONAILER BLOCK W/ 3/16' TAPCONS (MIN. 6HMJK SIZE J46 CASING MIN. HEAD SIZE 3" MR EMBEDMENT 1.1/4' WITHIN V OF EACH END JAMB OR WINDOW t I8' O.C. MAX SPACING ATTACH TO 2X PER MANUFACTURES DETAILS, NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3/4" OR +5/4" a WINDOW TO BLOCK +3/4" OR +5/4" 2X4, ME SECURE TO BLOCK W/ 9/6' TAF'CONS (MN 6HANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 15' O.G. MAX BPAcwa 2X6, SECURE TO BLOCK W/(2) 3/16' TAM" IMIN DRANK SIZE J45 MIN HEAD SIZE 300 MIN EMBEDMENT 1 I/4') 6, CMI1 WITHN 8. OF EACH END 4 ID'Or- MAX SPACING. In' DRYWALL 2XS, ® I'X4' SECURE TO BLOCK P.T. NAILER WK2) 3/16' TAPCCNS DOOR CARING.. MIN. SWAN K SIZE .145 MR HEAD SIZE 90O MIN. EMBEDMENT 1 1/4') WITHIN D' OF EACH END 4 W5' O.C. MAX SPACW` DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS NOTE, $HIM AS NEEDED TO PLUIM15 JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +1 1/2" �� TO BLOCK +1 L/2" 3/4 PT 15LICK I/4' SHIM INTERIOR I I EXTERIOR 3/4'XV RECESS 3/4" BUCK CONNECTION 2 TO BLK DETAIL 2X4: M 690AM TO BLOCK W/ 3/16' TAPCONS ?MN SHANK 61ZE 30 MIN, HEAD SIZE .2" MR EMBEDMENT 1 1/41) WITHIN 6' OF EACH END 4 18. O.C. MAX SPACING. 2X6, m 8ECURE TO BLOCK WAD 3/16' TAPCONS (MN SHANK SIZE J45 MIN HEAD SIZE 300 MN EMBEPM04T I V4') WITHIN 6' OF EACH END 8' dMAU 4 18' 0C, MAX SPACING. IR' DRYWALL 7XS, SECURE TO BLOCK WK2) 3/16' TAPOON6 P.T. NAILER (MR SWANK SIZE J45 1/I6' OJSB. X 4' MIN. MN HEAD SIZE 300 MIN EMBEDMENT I V49 DOOR CASING WITHN B' OF EACH END 4 WS' O.C. MAX 6PACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, 64M A8 NEEDED TO PLUMB JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLOCK +1 15/16" `�wOlf TO BLOCK +1 IS/18" 2X4= ME SECURE TO BLOCK UV 3/16' TAPCONS MN SHANK SIZE J45 MIN HEAD SIZE 300 MIN EMBEDMENT I V49 WITHIN 6' OF EACH END 4 IV OJ:, MAX SPACING. NOTE. STRUCTURAL 2X MUST BE 2X6, ® ON OUTSIDE 4 SECURED SECURE TO BLOCK THROUGH NCN-STRUCTURAL WK2) 3/16' TAPCONS 3A6' TAPCON MIN. 1-11. (MIN. SHANK SIZE .145 EMBEDMENT INTO DU.00K MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 6' OF EACH END 8' CMU 4 IS,Or- MAX 8PACRKa I/2' DRYWALL 2X6, ® ❑ SECURE TO BLOCK I'X4•P.T. W/(2) 3/16' TAPCONS NAILER (MIN SHANK SIZE 145 DOOR CASING MIN HEAD SIZE 300 MN. EMBEDMENT I V49 WITHN 8' OF EACH END 4 ID' OG, MAX SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS, NOT& SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLOCK +2 1/4" n1RND011 TO BLOCK +2 1/4" u 2XM® SECURE TO BLOCK W/ 311 . TAPCONS MN SHANK SIZE J46 MN HEAD SIZE 300 MN EMBEDMENT 1 V41) WITHIN 8' OF EACH END t 10' O.C. MAX SPACING. 2X6: CM SECURE TO BLOCK W/(2) 3/16• TAPC4CN6 MN SHANK SIZE J45 MR HEAD SIZE JIM MIN EMBEDMENT 1 1/49 WITHIN V OF EACH END 4 W Or- MAX SPACING. 2X& CEM SECURE TO BLOCK WK2) 3/16' TAPDONS (MN SHANK SIZE 145 MR HEAD SIZE 300 MN EMBEDMENT I V4') WITHIN 6' OP EACH END 4 IS' OG MAX 6PACNG.-- NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V47 8' UMW V2• DRYWALL ❑ TO BE POURED SOLID W/ 2J=PSI CONCRETE RERFORCED PrW/ (I)'5 VERTICALLY ,X4' P.T. NAILER OBE. X 4- MIN. CASINGT=t; OR WINDOW ATTACH TO 2X PER MAMFACTURES DETAILS DOOR JAMB 3 TO BLK DETAIL 2X4= ED SECURE TO BLOCK W/3/16' TAPOONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE '" MIN. EMBEDMENT 1 I/w) WITHIN 8' OF EACH END 4 IBM Or- MAX SPACM 2X6: m SECURE TO BLOCK W/(" 3/16' TAPCONS (MRSHA)IK SIZE J48 MIN. HEAD SIZE 300 MR EMBEDMENT I V49 WITHIN VOF EACH END 8• cm 4 18' O.C. MAX SPACING. V2' DRYWALL 7XS,Cm SECURE TO BLOCK a I'X4' WKV 3AV TAPO" P.T. NAILER (MN SHANK SIZE .145 MN HEAD SIZE 300 DOOR CASINO, MN. EMBEDMENT 1 V4') WITHIN 8' OF EACH END 4 m' OL MAX DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, 614IM AS NEEDED TO PLUMB JAMB !DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3' � � wTNnnTr 'rn aTnrx +a" 2X4, 00 SECURE TO BLOCK W/ SAW TAPCONB MN SHANK SIZE .145 MN HEAD SIZE 300 MIN EMBEDMENT 1 V4') WITHIN 6. OFEACH END 4 16' O.C. MAX SPACW. NOTE. 8TR11CTURAL 2X MUST BE 2X6, ® ON OUTSIDE 4 SECURED SECURE TO BLOCK THROIY H NON-STRUCTURAL WK2) 3/16' TAPCCN$ 3A6' TAPCON MIN 1-1/4' MIN. SHNK SIZE J45 EMBEDMENT INTO BLOCK MN. HEAD SIZE 300 MN, EMBEDMENT 1 1/4•) WITHIN S' OF EACH END 8. Cmu 4 16' O.C. MAX SPACING. VV DRYWALL 2X& ® I ' i'X4' SECURE TO BLOCK U P.T. NAILER W/(2) 3/16- TAPGON6 DOOR CASING (MN. SHAW SIZE .145 MIN HEAD SIZE 300 MN. EMBEDMENT 1 V4') WITHIN 8' OF EACH END 4 18. or_ MA! SPACING. NOTE= SHIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED 1/4') 2ND 2X SECURE TO STRUCTURAL MEMBER WK2112d WITHIN a, OF EACH END 4 6' TO 6' O.C. MAX DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. DOOR JAMB TO BLOCK +3" F 2X4, ME SECURE TO BLOCK W/ 1/4' TAPC4" (MIN SHANK SIZE .145 MIN HEAD 812E 300 MIN. EMBEDMENT I V49 WITHIN V OF EACH END 4 IS, OJ:. MAX SPACING. 2X6, SECURE TO BLOCK WK2) 1/4' TAPCONS MIN SHANK SIZE 149, MN WRAP SIZE 3" MR EMBEDMENT 1 1/49 WITHIN 6' OF EACH END 4 V OG. MAX SPACING 2XS, SECURE TO BLOCK W/(2) I/4' TAPGONS (MIN SHANK SIZE .Wb MIN HEAD SIZE 300 MIN. EMBEDMENT 1 1141) WITHIN 8' OF EACH END 4 Ur OIC. MAX SPACNG 6' cm Vl" DRYWALL I-X4' P.T. NAILER 1A6. 09B. X 4' MN. DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, 6HIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/47 DOOR JAMB TO BLOCK +3 7/18" �ND�O11 TO BLOCK +3 7/18' 2X4, IO SECURE TO BLOCK W/ 1/4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MR EMBEDMENT 1 1/4') WITHN 8' OF EACH END 4 W O.C. MAX SPACNG. 2X6, m SECURE TO BLOCK W/(2) 1/4' TAPCONS (MIN. SHANK SIZE .145 MR HEAD SIZE "IS MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 18" O.G. MAX SPACING. 2XS, SECURE TO BLOCK W/(2) V4' TAPCONS (MIN. 614ANK SIZE J45 MIN. HEAD SIZE 300 MN EMBEDMENT 1 1/4.) WITHIN D' OF EACH END 4 18' O.C. MAX SPACING - NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL 3/16M TAPCON MIN. 1-1/4' EMBEDMENT INTO BLOCK L_V 6' cm ❑ VV DRYWALL I'X4' P.T. NAILER P P.T. X 4' MIN. �t DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE= SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V49 DOOR JAMB TO BLOCK +3 3/4" H�D0W TO BLOCK +3 3/4" •1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774 3078 FAX 407-774-4078 www.abdesigngroup.com AA #: 0003325 'A K y �` R 0 3 O 9 C 9 S UBDM Sc LOT. ABBOTT PARK LOT #17 BLK #12 PHASE 4C PROJECT* 04 81.04C-17121 MOD= 4EAB "1672-ARIA" GARAGE BWMG: RIGHT PACE: DETAILS 160 MPH EXP. C 1 T DATIL. 02/07/22 SCAIX: 1/4"—l'-0" APPROVED BUILDING WRAP SHALL BE LAPPED A MINFAIM OF 4'z4' SELF -ADHERING MEMBRANE 6' /I 6' • VERTICAL LAPS (ROLL FLASHING (COMPATIBLE UI/ HOUSE V. ENDS) A 6' HORIZONTAL LAPS. WRAP MATERIAL) OVER LATH VERTICAL LAP TO BE I' ALL SEAMS NEED TO EB TAPED APPROVED HOUSE WRAP. WITH FORTUSER SHEATHING TAPE FI ASHM TO ExTt:ND ONTO PIPE I , '•.ti / 1. OR LESS PIPE PREFOR'® CONTROL JOINT ` -� Y iHlOi(9 COAT CEMENT ..: 4 6'z6'�-• MEMBRANE PENETRATION - FLASHING (COMPATIBLE W/ HOUSE FLANGE OF CONTROL JOINTS PLASTER / \ \ I SLASHING OVER MEMBRANE FWIRED TIED TO LATH S' WRB LAYER 4, FORTIFIBER I Wi4P MATERIAL)OVER4'z4' FLAN O.C. MAX (VERT.) NOM DO BUILDING PAPER r nw, LAP .FETAL M '�.HOUSE NNOT L EVETTE PCONNTR EXIST JOINT TO LA / \ ', t FLASFIPYI O EMBJD ONTO PIPE 1441 N. RONALD REAGAN BLVD. 67PBEYOND EXCEPT STAPLES WAPPROVED METAL LANI LONGWOOD, FL 32750 W LEG MAY BE USED TO TOMP. FASTENED *1' (VERTJ O.C. MAX f X X X4:"X \,PH: 407-774-6078 __ _ _ FAX 407-774-4078 SECURE NSTALL - JOINT AT SIIPPORI9 X X — GUT MID OVERLAP ONE SIDE OF DURING INSTALLATION WRB LAYER % rgTAL LATH SELF -ADHERING MELA04 NE CUT AND OVERLAP ONE SIDE OF AAA # 0003326�m FAST"RS TO BE SPACED STUCCO WRAP • V O.G. MAX VERTICALLY I SELF -ADHERING MEMBRANE WOOD SHEATHING YJ..YJ� PLAS14NO MIR MIR & PAPER DETAIL WOOD STUDS. SECTION PER SECTION BSariorUehhlW W WKIMS] NOTE, SHEATHUYi �n— rlor�- om Wa.Ner SIDE LAPS OF METAL WY �� roquirenarN o(ASTM C 92618b. PLASTER BASES SHALL FR SECURED TO BLDING Rr.bj a Vy it bl ASTMtC 1063-19., p O"M" TYPE CONTROL JOINT THEYSMALAHM LLLBErED PAPER •oAISTM 87.ASTMC10631�, W BETWEEN SUPPORTS WITH 00418-K (IZI-MM1 STUCCO )lLLAr • LATH WIRE AT INTERVALS NOT II -AP • P°I`6R MORE THAN S' 1221-MU. Q O O a$PER a$mGIo63. • M. A NI l 3A N.T.S. FiFE PENETRATION DETA(L (FRAI"IE) ERNE IJIIARD • R, A L FOLD YWID FOLo 2. CASAM . M. p Nam, RS HORIZONTAL LATH ® ® FOR REPAIR OF TEA KICKOUT INIWRIDLAYERSTEA,R$ DETAIL MAY BE PATCHED & PAPER DETAIL WAIOUSN WRAP TAPE PER MANIA SPEC, OR p PEEL 2 STICK O WOOD SHEATHING OR CMU FOLD Nuw o • n. A - 2 CREAM • rt • 6 = • �*• 6 WRB LAYER 'I, s CRIAER • P(. o STUCCO WRAP (FRAME ONLY) — aGOOK. rt.0 a TOLD rt. . TILL Pt. T0UCWM D TOJC160 +� ® olronRAWA ® <• �' THICK, 3 COAT CEMENT PLASTER(FRV2' 2 COAT LEGEND CEMENT PLASTERTER (CMU) M° METAL LATH (FRAME ONLY) 0 ®� ® LAP WRB < TAPE OVER DRAINAGE PLANE (WR5 n.� ROOF/WALL SCREED tiA.bE we�RF0.DDQ LAYER #I, STUCCO WRAP) UGL at i• THIc7C 3 coAT CEnF3vT x 5'X5' 'L' TYPE CONTINUOUS WRB LAYER #2 i FORT I F I BE R ^ PLASTER BIN't( W cDAr F GALA. METAL FLASHING CR'O,T FTER-2. (O,HI � (NAIL TO ROOF DECK, NOT BUILDING PAPER) "uB -A� (FRAME WALL SHEATHING) BUILDING PAPER aea.ONLY, uNRa LAYER R. CAP SHINGLE - DO NOT NAIL, METAL LATH X-X-X-X .: �'(.Jf• S� 6TUCC0 WRIAP (PRAM OILY) INSTALL WITH ROOF CEMENT eUsDty. & LOT: ABBOTT PARK LOT #17 BLK #12 PHASE #4C PR OJECT► 04181.04C-17121 MODELT 4EAB "1672-ARIA" GARAGE Bwu40: RIGHT PAGE WALL ASSEMBLY DETAILS 160 MPH EXP. C 'Cr • S(X LAP LAYM OF EW WWS ~ OVER NALNS FLANSE. STOP 0Z&W1#W AD. rRila amcmI e. I /'� STUCCO CCO �� A ., -J ROOF CEMENT WOOD OR -1/16' ZIP WALL WWA"K.AA4M ROOF PER ELEVATIONS SHEATHING ` t sNWT FLA66NS/K! 1 +I • �t'Pa SELF-ADHESIVE FLASHING L NOTE: a \ METAL LATH: LATH TO BE PER SECTION � W W7 TNs-T VCER.AYF'OlT "MR TISMT KAL Ge (6R•m R-1031.1 / ASTM C-84l-1.4a, MIN. 2.5 LBS. PRarr DATE: 02/07/22 M eSLE ROOTPtl DIRE epvER.P s'. unN,oAc a a o,F. WALL KIIIINNIC11CH& PER SQ. YARD CUT I L I TY OR NOMINAL ecwLE: EXT& A °"'°"'-E°" w�FY " FLASHING LATH DOES NOT MEET SPECIFICATIONS) aiIEET 5 L" N.T.S. W A 1 INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER STUCCO TOP, SIDE(S) AND BOTTOM FINISH FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. 6' SELF ADHESIVE FLASHING TO BE: OVER TOP 4 SIDES I. BOTTOM, I SIDES, 3. TOP VENT CAP IS TO BE SET IN BED SELF OF SEALANT AT TOP AND woop sHEATHING FLASHING SN�YER�h, SIDES ONLY. SEALANT IS TO BE UNIT TOOLED 60 AS TO DEFLECT i WATER AWAY FROM JOINTS. LAYER -2, FORTIFIBER 1441 N. RONALD REAGAN BLVD. E-Z BEAD ALL AROUND PREMANUF. DRYER BUILDMK° PAPER LONGWOOD, FL 32750 �� �• VENT -APPLY SEALANT ALL VENT CAP (SET IN METAL LATH PH: 407-77448078 i?•ie JOINTS AND INTERSECTIONS CONT. SEALANT) i FAX, 407-774-4078 II;` WOOD TB' TEXRIRED. APPLY SEALANT AT PERIMETER OF 0"TRJCTION .yam^FINISH WOOD www.abdesigngroup.com BACKER ROD NON -MOVABLE FRAME AND STUCCO FASTEN TO WOOD 8TRUCTURAL AA I: 0003326 ON ALL SIDES. Y4 CAULKING • JOINT SEALANT*MEM6ER T' OG. MAX I ALL AROUND TOP SIDES a q� I I PER SECTION R 03.7 Nr' To 14' MID -WALL ,:eco wr_ocon I I Exterbr lathing and p188terinG _ — Exterior use of portland cement plaster * ;d BACKER ROD shall comply with the application B DRYER VENT (BLOCK) .4" .x requirements of ASTM C 926-18b. W WIDE STRIP SELF }c- Installation of exterior lathing and framing =` ADHESNE FLASHING, CLEAN shall comply with ASTM C 1063-19a, 'MASONRY BEFORE APPLYING or ASTM 1787, �:r! WRB LAYER M, it ITEXTURED STUCCO WRAP FNIeH - MASONRY HOODED VENT BUILDING PAPER `X. OVER 'QUICK X PLASTER R3 COAT CEMENT FLASH' F_ — — — 7 HORIZONTAL WEEP SCREED — -1 METAL LATH (FRAME TO BLOCKI — — WRB LAYER 9, FORTIFIBER PIPE THROUGH / BUILDING PAPER WALL WOOD SHEATWW. I\ . \ 7l r-, N7T1 77 I TT111 T rT / T7177 A L IT' N h R � 1pp [� 03 - 13 APPROVED HOUSEWRAP BELOW •,-,• `<<Y:%:'i:: `.; ;C;�;4.•';•t:'?R:;. WRB LAYER "I, ELEC. METER FIELD i UAPPLY STUCCO WRAP VERIFY LOCATION ELEC. METER FIELD VERIFY LOCATION CUT SUCH THAT e APPLY 60 MIN SELF -ADHERING NO MEMBRANE to GRADE 'D' FELT ja MEMBRANE FLASHING ENTERS BOX, OVER STUCCO SCRATCH COAT APPLY TO FACE SELF -ADHERING AND ONE (1) LAYER OF PAINT EDGE FLASHING OVER APROVED :ass;•; PRIOR TO INSTALLING ELEC. HOUSEWRAP METER WRB LAYER "2, FORTIFIBER TO BE RIC STEP #3 BUILDING PAPER WTHIRIGID POLYMETY STEP #4 LEGEND ISOCYANOTE-POLYBLEND FOAM ('GREAT STUFF' OR SIMILAR) APPLY A SILICON :. • ': ELASTOMERIC DR41NAGE PLANE (WRB BASE SEALANT AT POINT COATING OVER LAYER 01, STUCCO WRAP) THAT ELEC. WIRE PENETRATES STUCCO/ G.V. FINISH (SEE TYPICAL WALL evea:v e� LOT: ABBOTT PARK LOT #17 BLK #12 PHASE 4C PROJECT# 04181.04C-17121 MODEIa 4EAB %672-ARIA" GARAGE 81rV9G: RIGHT PAGM- WALL ASSEMBLY DETAILS 160 MPH EXP. C APPLY E-Z BEAD SECTION) OVER 60 MIN :•• �•r : WRB LAYER "2 (FORTIFIBER - - - - - AREA To RECEIVE ODE '0. METAL LATH BUILDING PAPER) FELT -PROVIDE STUCCO SCRATCH COAT SEALANT AT ALL METAL LATH x—x—x—x 4 1 COAT OF PAINT W/BACK- INTERSECTIONSJOINTS,AND ..... ROLL PRIOR TO STUCCO ELEC. METER INSTALLATION PROVIDE STUCCO SCRATCH ` :'"••' :r COAT LARGER THAN THE ELEC. `'= •+ ~ 1. 1 WOOD OR 1/16 ZIP WALL ® METER CAN OR METER CAN SHEA I HIND COMBO OR METER CAN AND A. SELF-ADHESIVE FLASHING - DISCONNECT STEP #5 ca, TEP #� aRNo��r3 NOTE: ELECTRICAL RECEPTACLE VA� 02/07/22 METAL LATH: LATH TO BE PER SECTION ELECTRICAL CONDUIT O9 BcAr,.E:>./4"=1'-0" R1m3.1.1 / ASTM C-541-14a, MIN. 2.5 LBS. O PENETRATION s�><Eaa' PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WAS LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER *2 (FORTIFIBER - - - - - aUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR-1/1(o' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING - - 2 CORNER BEAD (FASTENER < SPACINCx 6 'i' O.C.) CMU 1/2' THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 1q-B CORNER BEAD ® BLOCK F0 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com AA 8: 0003328 C ffi KK A b 'OVHDIV. 1s LOT: ABBOTT PARK LOT #17 BLK #12 PHASE #4C PitoizcT# 04181.04C-17121 acoaalr 4EAB "1672-ARIA" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C I8n ATTV 02/07/22 LW CA1/4"=1'-0" *MET WA3�j LEGEND DRAINAGE PLANE (UURB LAYER 01, STUCCO WRAP) UURB LAYER 02 (FORTIFIBER — - — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1/1b' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — 00000 CONSTRUCTION \� BEYOND V WOOD SHEATHING U.FATHER RESISTIVE DARRM 9 / WEATHER RESISTIVE 41 1 \ BARRIER 4 b. ?' T Y"s' LEAP SIDING / % \ R11 .A9NMG RW' �6' SELP•ADIAMNG I Q 1 FLASHING y \ 1� 1 WEATHER RESISTIVE B• IFWER 9 / \ WEATHER RESISTIVE STARTER STRIP \ \ BARRIER 4 DO NOT CAULK OR \ \ V b' SELF•Ap4iERM4 I _ / FLASHING \ GALVD METAL GALVD METAL •r R.ASHING •r FLASHING DO NOT Cd1LK OR SRLLATED ^W�EOD TRIM�MEMBER FAQ � • / ` \ ( UIEOD6TRFIME:T'1B6R I GAP WCAULICING OR APPROVED SEALANT GA.MG SIDING TO STUCCO BLOCK TO FRAME � � A TRANSITION 1J WOOD CONSTRUCTION BEYOND WOOD SHEATHING WEATHER RESISTIVE BARRIER I BARRIERRESISTIVE .( \ U X T Y&LLA DING / / ( \ 6' SELF•ADHERING BOARD 4 BATTEN / t FLASHING WSELFa FI.ABHM GHERMG y \ 1 G I WEATHER RESISTIVE / \ \ BARKER kLEATHEIt STARTER STRIP \ \ BARRIER �9ISTIVE \\ R•A844NG RING \ GALVD METAL GALD METAL — 'r FLASHING _• RCA1145 DO NOT CAf1LK OR V' HARDIL• TRIM PER SEALt ELEVATION p� 73- ( HARDIE TRIM PER I ELEVATION \ � AL GAP W/GAU JONG / OR APPROVED SEALANT TT— I.m= CASING SIDING TO STUCCO ® BLOCK TO FRAME 24 TRANSITION 1441 N. RONALD REAGAN BLVD. LONG WOODFL 32750 PH: 407.7i 78 FAX 407-7744078 ww W.a bdea Igngrou p.com AA #: 0003325 114 s 0 Q} 4a aUDDry er r oar ABBOTT PARK LOT #17 BLK #12 PHASE #4C PROJECT#► 04181.04C-17121 bcoDELs 4EAB "1672—ARIA" GARAGE SUING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. CIF LNOcRA29 PRINT mm"� DATM 02/07/22 MC,WLM 1/4"=1'-0" 8HEET WA4 OBE TAKEN IN I�EPNO THE VEIN PROPERLY M',S AIO 1P SHUN IN PGALV D ALIGNED.VENTPIMIS9EAIEDIFUTUZ D.NNLINPLACE USING 1-1N'NAILSATEACHCORNER.RO —CEMEM 911WLDM APPLIED TCALL SHINGLE EDGES NEAR THE CUt EG 0 ENECKVENTOPENINGWNTHEROOF RECCMAEIDED NSEVERNEVEAMERCOASTA&L�R� SHFATtlNG.SVETHEOPENINGINACCORDANCEVATHTHE CONSTtUCIl NINES. CHART SHOAN.IN TI£ EVENTA MECHANICAL VEIN FAN IS USED. SIZE ME VENTOPENING W ACCORpANCE W1 V NT NMANIUFACRIRESRRNGCONNECTON INSIRLICTON9. -N-CUi INTO TRUSSES OR RAFTERS VMEN CI—NG THE OPENNGINTHEROOF. µ E INTERFENNGSHINOLENAILSAROUND THE PERIAETER OFTIEOPENINGSOTi TTIENNLNG FLANGE OFIHEVEM LAY9 FLAT TO THE RODE SHEAMING. SLIDE 1HE TOP AND 910E FWgEB aF THE VENTUP AND UNDER SHINOLES.ALLON VEIN FLANGES TO UY O.N I THE TOP aF TIE 9HINGLEB.HNMES.1OM F. o ROOF HOOD VENT DETAIL SCALE, NTS TEMPORARILY FOLD -UP N SEC HOLISM~ l0 CUT HOUSm~TUCK FLAP INC AT IS' ANGLE M HEAD I MODIFIED 'I' CUT TIT. IN HOUSEwFAP I �, LIRE aF wNDOu ' I FOLD HOUSEUI IN AT JAMbe I APPROVED HOIREwEAP \ OVER SHEATHING OVER W STUD WALL SLOPE BILL R STEP 1 UNSTALL 6'— R.ASHNG o'," DIRN(SIITH D � I. INSTALL 6' SELF -ADM* FLASH►O C NAILING FL JAMEfS EXTEND FL P BELOW SI FLEXIBLE F DO NOT SE 1914 BEYOND JAMIS 9-A&H61G NSTALL VINYL :AP NEOWIENE B A Pi ALIGN R.ASHING W/ W. EDGE OF NLL RD. MECHANICALLY FASTEN FINED EDGES, (CAP NAILS, STAPLES) INSTALL DUPONT R. X1IRAP A6 TH FLASHING AT THE FOLD NOUBBIAIAP DOUN I TAPE PIAGONAL CUTN ACROSS HEAD OF PLUMBING VENT DETAILS N V SEALANT AT IAMISS AND MEAD IPPLY TO BACK ( IND= NAILING LAME N LINE W( °RH-PUNCHED IDLES OR SLOTS. INSTALL 6- wDE ADHESIVE - B.A.00ED FLEXIBLE PLASHING MATERIAL OVER DRIP CAP JONT(PRDTECTO-WRAP ST-Ma. - EOLM STEP 7 "`zo STEP 8 'L`z� WINDOW FLASHING INSTALLATION DETAILS 12 (FULL WRAP) SCALE: NTS STEP 4 STEP 9 OVERJOMT DS YMOE VALLEY FLASHINYI Stll OR HEAVIER FELT UNDERIAY NT ASPHALT ROOFING CEMENT ND FMS RSNATHM —CENTERLINE FD- S IN E DSHINGLE 2'IEYONO NTERLINE istl DEGREES FROMVAilEYCEMERLINE ROOF VALLEY DETAIL SCALE. INTS APPLY 081 14U (O ECNA.) SEALANT I FLUID APPLIED FLASHING (LANCO UNITE -SEAL RC -Se OR EGUALA SLOPE SILL TO EX L IT IS THE CONTACTORS RESPONSIBILTY TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS INCLWMG HOUSEWRAP, SEALANTS N SELF -ADHERING FLASHING MATERIALS USED DURING CONSTRUCTION. 2. INSTALL ALL MATERIALS PER MYYBFACTURERB URNTIN SPECIRCATP." W9MWa "ALA" MAY REACT ADVERSELY IF NOT COMPATIBLE. CLEAN AND SEAL JAMB TO SILL JOINTS WITH DOW He% FOLLOWING COMPLETION OF EXTERIOR RETROFIT WORK NOTE: REPAIR SCHEME SHOWN SHALL BE IMPLEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER INTRUSION BELOW THE WINDOW OPENING 9RLINTERIOR PERIMETER OF WINDOW WITH SEALANT L IT ie THE CONTACTORS, RESPONSU NLTY TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS NCLUDNG SEALANTS N SELF -ADHERING PLASHING MATERIALS USED DURING CONSTRUCTNON. 2. FLASHING AT EXTERIOR WINDOWS AND DOOR OPNRNGS SHALL DE INSTALL®IN ACCOI®NNCE WITH MAMFACTISSER'S WTALLATNON MSTRIJCTICH6 AND APPRDYED METHOD U OF I = R106A U N ACCORDANCE wn4 FENESTRATION MANUFACTURER'S NSTALLATION AND PLASHING INSTRUCTIONS, ULOANtw. SEALANTS MAY REACT ADVERSELY F NOT CCMPATISLG WALL FLASHING INSTALLATION DETAIL (MASONRY) SCALE We ' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-7745078 FAX- 407-7744078 www:,Il--ngroup. lx,m AA 1Y. 0003328 C F Ole IP tMDXV. de LAOTABBOTT PARK LOT #17 BLK #12 PHASE 4R OJECT## 04181.04C-17121 woalLc 4EAB "1672-ARIA" GARAGE a�►ING: RIGHT PAGR WALL ASSEMBLY DETAILS 160 MPH EXP. C i-�j i lIn DA�l 02/07/22 NICAI.E: 1/4"=1'-0" aDlZMT WA5 \ \ \ 2x6 SUB -BAND W/I'x4' NOTCH a END, WRAPPED IN PEEL 4 STICK DRIP EDGE I\\ I\ l/8' TEXTURED I \ FINISH a WOOD I \\ 1/2' TEXTURED \ FINISH a CMU \ METAL FASCIA \\ WRAP Ys' FROM \\ STUCCO, I' FROM \ WOOD WALL \ EXTERIOR WALL \ (FRAME OR CMU) \\ 1/0, TEXTURED FINISH • WOOD, I/2' TEXTURED FINISH • CMU METAL LATH METAL FASCIA WRAP ti WOOD SHEATHING ]] OR CMU WRB LAYER "I, STUCCO WRAP (FRAME ONLY) — WRB LAYER 02, FORTIFIBER BUILDING PAPER - --- (FRAME ONLY) 2X6 SUB BAND rt1 ROCFMCs CEMENT DRIP EDGE ©FLAN 8 METAL KICK OUT `\ NOTE: NOTCH FOR 2X(o \\ SUB BAND ONLY FROR KICK OUT REMOVED \ ROOF DECK(BEYOND) ol \\`\DRIP EDGE, 1' OFF WALL �NOT INTO STUCCO) ®ELEVATION ®FLAN A TEXTURED FINISH o / WOOD, 1/2' TEXTURED FINISH A CMU 2x6 SUB -BAND W/1'x4' NOTCH S END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL PRE-ENGV TRUSS TO BE CUT A WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4' - V SCABBED TO TRUSS W/126 NAILS 6'-&' O.G. MAX. 2x SUB -BAND W/%'x4' NOTCH m END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) / 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 3• x x x`:!n�:. SUB BAND DETAIL Cam? WALL W/KICK—OUT UME OR CMU T PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/I4'x4' NOTCH 9 END, WRAPPED IN PEEL 4 STICK •ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/Wx4' NOTCH w END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32780 PH: 407-774E078 FAX: 407-774-4078 www.abdesigngroup.com AA A 0003325 r a 04 Y A F a a o 9 m 9unDm to LOT ABBOTT PARK LOT #17 BILK #12 PHASE #4C PROJECT* 04181.04C-17121 MODELe 4EAB "1672—ARIA" GARAGE 8VWG: RIGHT PAGE: WALL ASSEMBLY DETAILS: SUB —BAND 160 MPH EXP. C F 1 ROLAID A ABOUCHA AR NO 93723 DATM 02/07/22 as;EET W A 6 12' 0" 26'-8" '-4" 10'4" 9.4. 13'-4" 3'-10" 3,$„ EXTEND '4 T�Op Op SLAB 1 1/2" M SLAB Y ----- ------ FM-12X18 // 3 - �- -4-- FM-12X12 4" CONC. 1.1 I� SLAB % IX 11 x 0 . Iuj N � 3 1/2" O a o � 1A LII 10 6 . F- --- 1.1 FM-12X18 1 F-24X24 1.1 I 1q 4" PVC CHASE I 1.1 I i� 0-6 T'� pp OF I SLAB m ! 1" PVC CHASE / FOR ELEC. N I ISLAND X N i' b I I � I I I EXTEND SLAB 1 1/2" 1 TE----- ----- - *:s 1/2" v N I a I 1 i 2'_4„ 18'-0" 2'-8" 17'1" I .I W M I 1 1A 1A I I xI ^ Q �I ~I LL a 1.1 I EXTEND O 2 FM-12X18 1 SLAB 1 1/2" y A 1.1 1d 4 CONC, ro LLT SIM. jv ' I SLAB awl xI 6" �� 5" ICS 1A SIM. -3 1/2" 1.1 to-_-_J LLI I 2 1.1 r FMC-12X18 1 1.1 1.1 L 1.1 FM-12X18 MC- 4 4 1.1 t2X18 .1 FM-12X1814 - 8'-6" 2'-6" 2'-0" 4'-4" 2'-0- " 16'.0" 2'4' 11 _O" 6'4„ 38'-B" FOUNDATION PLAN SCALE: 1/4" = l'-0" 4" CONC. SLAB FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +-0'-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-0'-0", SEE SURVEY PLOT FOR NAVO. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAMS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. S. 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. I1.OINOtCATES #5 BAR, EIINDICATES #6 BAR,MNDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90` HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #8 =36'), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 402/602-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 4021602-16, USING: Pm - 2,000 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER } 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, 7th EDITION SLAB SCHEDULE SLAB I THICKNESS REINF. REMARKS 6x6 W1.4XW1.4 AVER GENERAL 3 1.' 8 MIL VAPOR I COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FW1208 12, CONTINUOUS 19, - (2) 05's FMC-12a18 12, CONTINUOUS 19, - (I #3s VARIES F-2424 24" 24" 12' (2) 's (2)#Vs (-jp•�" FM-12xl2 12, CONTINUOUS 12' - (2)05'8 TE-1 8" SEE PLAN 8' - (1)#5's --ry• -1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: OW3325 41 StmDIV. at Lolcl ABBOTT PARK LOT #17 BLK #12 PHASE #4C PROJECT# 04181.04C-17121 bwDELc 4EAB "1672-ARIA" GARAGE BNQMG: RIGHT PAGE: FOUNDATION PLAN 160 MPH EXP. C AA NO PRENT DATjM 02/07/22 8CALE: 1/4"=1'-0" e si MIN. EACH WAY MONOLITHIC FOOTING }} STEEL REINFORCING IN GROUTED i STEEL REINFORCING IN GROUTED �I•� ° CELL SEE PLAN FOR SIZE AND s CELL SEE PLAN FOR SIZE AND - SPACING REQUIREMENTS SPACING REQUIREMENTS 111 P:'• ddd� �• .. I ' ?r ., r_.. v- GARAGE DOOR RECESS m F FM .� 8" CMU WALL 8" CMU WALL > CORNER BARS, SAME SIZE AS LARGER BAR H a' +- 0'-0' IN FOUNDATION WITH 30' LEG EACH I $ w +_ 0'-0' I WAY AT ALL CHANGES IN DIRECTIONS ° TOP OF SLAB ° - TOP Of SLAB ' . SO THAT THE STEEL REINF. IS CONTINUOUS ° • MATCH AMOUNT OF CONTINUOUS BARS I •I�[ CURB FOR ° a EXT. PORCH SLAB SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA 4' CHAMFER (1STORY)• ,8" - EXT. PORCH SLAB -VARIES SEE SLAB SCHEDULE TOP OF GARAGE 4" CHAMFER ILL I CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE �, MASONRY UNITS SET AT ELEV: W/ 1/2" ISOLATION JOINT (NMERE' 6' CHAMFER (2STORY) #q Y4•• W/ 1YT ISOLATION :•' (15TORV) 6" CHAMFER (2-STORY) 0'-0" APPLICABLE) i SEE SCHEDULE #5 30" JOINT(WHERE 0. r' APPLICABLE 4. ) SEE SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING g FOR w.o, BAR SIZE FOR wxo, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST t+ AND BAR QUANTITY AND BAR QUANTITY NUMBER OF BARS (1.. 2 TO 3, PROVIDE 2 BARS), LIND #7 47' EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 SCALE:3/4"=1' Y' @ GARAGE BCALE 3/4"=ra• CORNER BARS DETAIL 3 DOOR OPENING 4 SCALE: 3/4"=1'-0" (1) #5 REBAR VERTICALLY W/ CONC. m q5 � POURED CELL 8" CMU LAP TOP PLATE A MIN. OF 46' _71t °j AND NAIL W/ 16d COMMON #4 REBAR 024" O.C. 0 CENTER OF NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT B SLAB LAP TO OCCUR OVER STUD OF WALL W/ PLAN 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING 5' I WALL W/ SYP 7' CAPPED GALVANIZED PIPE NEW REINF. BAR m SECURED W/ 2- PART No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W/ SPACING. SINGLE BTM. PLATE 1/2'k9" WEDGE ANCHOR W/ 2" W/FLANGE @ BASE S I EPDXY. MIN. EMBED TO BE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH < 8", LINO PLATE EPDXY 5-1/7' EMBED. MIN. 0 16" OC 4 4 m 8 FOLLOW ALL MANF. SIMPSON SPH4 OR SPH6 MAX. rr ( 4" CONC., REINF. W/ n I SPECIFICATIONS FOR BTM AND TOP PLATE 6NIT' #10 WWM ON USE AND $ ANCHORS W/ 10d x 1 i/T POLY ETHYLENE SECURE FLANGE 1 rc PREPARATION OF 0 4" 4" COMMON NAILS FILL ALL VAPOR BARRIER ON VAPOR SLAB W/(4) 1/4" X 2 1/4" 1 HOLE. HOLES, DO NOT USE 10d w WELL -COMPACTED TAPCONS x 3" SEE SLAB SCHEDULE CLEAN FILL TERMITE o�O} J TREATMENT SHALL BE m SORA-CARE Q ¢" +_0•-0 . Q• TOP OF SLAB ��.... . f (2) CONT. ii4 REBAR 4" CHAMFER (I -STORY) . F 6" CHAMFER (2-STORY) s e (2) #5 REBAR ON CHAIRS • , •° 12" MIN, DEPTH INTO 2,000 PSF VIRGIN SOIL OR 95% VIRGIN OR ENGINEERED SOIL � � COMPACTED SOIL EQ. e0, SEE SCHEDULE SLAB HEIGHT LESS THAN 3'S" PER PLAN BOLLARD FOR ME), BAR SIZE AND SAR QUANTITY 5 ADDING BAR TO EXTERIOR MONO DEEP FOOTING W/ BLOCK WALL scALE,34"=r-0" MONOLITHIC FOUNDATION 6 SCALE 34„=,'-0 CURB FOUNDATION WOOD WALL 7INTERIOR SCALE:34"=i'-0" 1 A (W/ UPLIFT) SCALE: 3/4"=1'-0 LAP TOP PLATE A MIN. OF 49" LAP TOP PLATE A MIN. OF 49' AND NAIL W/ 16d COMMON AND NAIL W/ 16d COMMON STEEL REINFORCING IN GROUTED NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT CELL SEE PLAN FOR SIZE AND LAP TO OCCUR OVER STUD OF WALL W/ PLAN LAP TO OCCUR OVER STUD OF WALL W/ PLAN SPACING REQUIREMENTS 2x4 OR 2X6 WOOD BEARING PROVIDE BLOCKING 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE . P BTMLATE TO BE PT. PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. SECURE ST. PLATE TO SLAB W/10d MASONRY NAIL <_ a Q PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO PROVIDE DBL TOP PLATE 17' O/C STAGGERED. I a SLAB W/tOd MASONRY ADDITIONAL METAL m NAIL 17' O/C STAGGERED. ADDITIONAL METAL CONNECTORS NOT REQUIRED WHEN NO 8" CMU WALL CONNECTORS NOT UPLIFT IS PRESENT. _ POURED LINTEL CONT. TYP ( ) REQUIRED WHEN NO e" CMU FILLED CELL (TYP.) sue': -0-0 io ,Ie' : . TOP OF BLAB UPLIFT IS PRESENT. 2X WALL FRAMING g SEE SLAB SCHEDULE a SEE SLAB SCHEDULE SEE SLAB SCHEDULE V2" DIA. SIMPSON ST82 BOLTS 5" S o MINIMUM EMBEDMENT INTO TOP OF SLAB - 4,-0• OF SLAB'a+ "ISOLATED" COLUMN PAD GROUTED CELL, 4" FROM ENDS AND �-�' b ° ° CENTERED UNDER WALL AND 16" O.C. VERTICALLY MAX a— �-a POURED MONOLITHICALLY WITH ��_ ° _ •_et&AWITY FOUNDATION AND SLAB SEE SCHEDULE SEE SCHEDULE FOR NMD, BAR SIZE FOR MD, BAR SIZE AND BARQUANTITY AND BARQUANTITYEQ. EQ. EFOR COMBINED EXTERIOR MONO- INTERIOR FRAME BRG WALL TO MD MR SIZE DMR INTERIOR FOUNDATION �)FOOTING AND COL. PADE.34.1-0 g �� BLOCK WALL CONNECTION CURB FOUNDATIONWOOD WALL UPL FT)WALL (NOWOOD SCALE: 3/4"=,•-0" $INTERIOR SCALE: 3/4'=V-0' (NO UPLIFT) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7741S078 FAX- 407-774-4078 www.a bdesigngroup.com L AA #: 0003325 K m xx b O 6 R 9 R � iL tmDly. ac LOT: ABBOTT PARK LOT #17 BLK #12 PHASE 4C PROJECT* 04181.04C-17121 WODEL: 4EAB "1672-ARIA" GARAGE 8W MG: RIGHT PAGE: DETAILS 160 MPH EXP. C FAQ DATE: 02/07/22 SCALE: 1/4"=1'-0" 81MM S1.1A TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ D HOOK GROUTED BONDBEA. VARIES PER ELEV. a #5 BARS 9 CLEAN OUT REQUIRED g FOR INSPECTION - IX-0. 0'-0" FIN. FUR. TIE RTICAL REBAR TO HORIZONTAL 4 m REBAR W/10"HOOK 1_ t- BAR SIZE 148 BAR DIA. � �•�• �[ g H #3 18" 9' CMU UNIT DIMENSIONS Q ARE NOMINAL SIZES ##5 #6 36 #7 47' HORIZONTAWERTICAL g/ MASONRY SYMBOLS 3 SCALE: 314"=T-0" �� REINFORCING STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND dd SPACING REQUIREMENTS 3� s e" CMU WALL TOP OF SLAB • TOP OF SLAB " SEE SLAB SCHEDULE • 4" CHAMFER ("TORY) EXT. PORCH S7�� BAR SIZE 488AR DIA 18, a a 'a : n Wl 1YY' ISOLAT6" CHAMFER 12STORY) . JOINT (WHERE 4 #4 24 APPLICABLE) MATCH STEEL #5 30'• REINFORCEMENT 6" PVC CHASE F PER SCHEDULE #6 6" PVC CHASE THRU FOOTING THRU FOOTING #7 47' MATCH STEEL SEE SCHEDULE REINFORCEMENT FDR MD, BAR SIZE PER SCHEDULE AND BAR QUANTITY PVC CHASE THRU FOOTING 4 1441 N. RONALD REAGANJBLVD.LONGWOOD, FL 327PH: 407-7746078FAX- 407-7744078 www.ebdesigngroup.c AA #: 0003325 V R fu a y Ip tmDIV. a LOABBOTT PARK LOT #17 BLK #12 PHASE 4C R OJECT** 04181.04C-17121 moDEL 4EAB "1672-ARIA" GARAGE 8WING: RIGHT PAGE: DETAILS 160 MPH E)O . C Im PPUNT DAM 02/07/22 acALE: 1/4"=1'-0" NPIE= s1.2A FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" 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 (41. 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK DE8OR Frrlcm REMARK Q (2) 2X8 BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.O.A. = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION fc (psi) MH' REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 8x8 i11` N/A GROUTED SOLtD SEE SHEET S2.2A FOR SAFE LOAD TABLES ------------------------------------------------- LINO, PROVIDE BB1 WHERE ROOF TRUSSES BEAR, TOP OF WALL EL. 8'-0". UNO. OF18-1T/OM/OB i 8RF14- iT/OM/OB 5'-4" I I I I I 1 1 � 1 1 I 1 1 1 q 1 1 1 1 8F8- 1 8F20-1T10M/16 1 T/0Ml08 op —1 i"L----- --------------------------- L---- -----J LIFT BEAM PLAN SCALE: 1/4" - V-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX 407-7744078 www.abdestgngroup.com L AA R: 0003325 A C El Iffill o a C li —LL 9 stMDrV. & LOT ABBOTT PARK LOT #17 BLK #12 PHASE #4C PROJECT# 04181.04C-17121 MODZU 4EAB "1672-ARIA" GARAGE 8W MG: RIGHT I1PAGE: LIFT BEAM PLAN AND NOTES 60 MPH EXP. C BhA Draurr -1 w02/07/22 sCALE: 1/4"=1'-0" slim= 1`J 2 #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10" HOOK 3a'TVPIt!`L #5 BAR IN BOND BEAM CORNER REINFORCING OF BOND BEAM 1 SCALE: 3/4"=1'-0" NOTES TO THE INSPECTOR/CONTRACTOR TYP. 918" 1#5 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING �y PLACE STEEL HEIGHT. REINFORCING (1-2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND Nam, N AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1` TWO COURSES ARE BOND BEAMS WITH A#5 BAR IN EACH COURSE. TYP. 8'ki6. y� 04 / 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. n 6, LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16' DEEP. n o / / *x�pEO P0'�FE 806 DBL. BOND TOP OF 0 os BEAM W/(1)#5 BAR BOND BEAM EACH COURSE 8x8 BOND BEAM TOP OF ' P�O F=FILLED W/ GROUT W/(1)#5 BAR .i: 80NDB- IpT'O U = UNFILLED GROUT SOLID FROM TOP NOMINAL LINTEL TO TOP OF BOND OF OPENING WIDTH # OF #5'S, IN 2ND BOND BEAM, IF FILLED LINTEL. BEAM COURSE � SEE NOTE 5 A V'�N0 16-1T/1M/OB 8x8 PRE -CAST CONCRETE �FEa� HEIGHTIL—'r LINTEL W/(1)#S BAR (L2) MASONRY LENGTH OF BAR = WIDTH OF # OF 85'S, TOP OPENING - T IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE OR 2 BEAM DESIGNATION THAT XFXX- 1TM AMB INDICATES A DOUBLE BOND BEAM ZO,#5'S, BOTTOM BxB PRE -CAST CONCRETE SCALE: 34"=1'-0" AND XFXX-1T/OM)OB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (L1) REFER IT IS THIS ENGINEER'S INTENT TOP AND XUXX- 1 Tll M/08 INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TO PLAN FOR LOCATIONS LINTEL OF OPENING AND XUXX- 1 TMIA/08 INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) DBL. BOND BEAM AT HIGHER ELEVATION 2x4 (MIN 2 X 3)13/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD DBL. BOND BEAM SIZE .300 MIN EMBEDMENT 1 AT LOWER ELEVATION WINDOW i/4") 8" FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" #5 BAR BENT AS SHOWN _ EMBEDMENT 2x6 ( MIN 2 X 3) 2-3116 TAPCON R DRIVE PIN (MIN SHANK PRE -CAST SIZEA45 MIN HEADSIZE.300 WINDOW MIN EMBEDMENT 11/4") 8"SILL FROM EACH END AND 18" OPE ffs, O.C. MAX. MIN 1-114' M EMBEDMENT OPEN FACE SHELL SO 2x8 (MIN 2 X 3) 2-3116 ALLOW AS TO ALLOW BENT TAPCON OR DRIVE PIN (MIN BAR 70 PLACED IN SHANK SIZE, 145 MIN HEAD UPPER AND LOWER SI") NT I 2X4 SOLID BLOCKING #5 MIN. REQUIRED IN BOND BEAM 1/4" S' FROM EACHE ND AND TO / /7/16" EACH CELL HOOKED IN 1B" O.C. MAXMIN, 2-12tl PER BLKE ?EA. ENDHING VCMUWALL TOP BOND BEAM W/ STANDARDACI HOOK OSB SHEATHING CORNER BARS TYPICAL MASONRY WINDOW AT CORNER STEP SILL CONSTRUCTION ARCHWAY FRAMING DETAILS 3 SCALE: 1 12'=1'-0" 5 PROVIDE 3" DIA HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL. I ' I SINGLE #5 CORNER n BAR, 30x3O TURNED UP O OR TURNED DOWN INTO STEEL REINF. OF QµEF II / FILLED CELL BOND. BEAM II/ II 8xe CMU PIER W/ SINGLE OR DOUBLE REINF. BAR(S), PROVIDE #5 BAR SEE PLAN. I / A7 EACH SIDE STEEL REINF. OF OF ELEVATION ENSURE THAT PIER GROUTS BENEATH BOND, BEAM CHANGE LINTEL CHANGEIN ELEVATION OF BOND BEAM 7 SCALE: 3/4"=1'-0" SINGLE LINTEL, MULTIPLE OPENINGS V SCALE: 3/4"=1'-0" 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abAesigngroup.com AA M. 0003325 F 18 a C C 3 OIL a LOT. ABBOTT PARK LOT #17 BLK #12 PHASE 4C PROJECT# 04181.04C-17121 1[ODEie 4EAB "1672-ARIA" GARAGE OWING: RIGHT PAGE: DETAILS 160 MPH EXP. C u[ AR NO 98729' A Ima�m�oul�u� DATE: 02/07/22 8CALE: 1/4"=1'-0" sfzz= S2.1A "LOTT'S CONCRETE" / "CAST-CRETE" / "QUALITY" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL LOADS FOR SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT SAFE LOAD PL SAFE LOAD - POUNDS PER LINEAR,FOOT TYPE LENGTH BUS 11003 &1T tt tT/09 1TIOB -tT TYPE LENGTH 8/8 PLAIN 8/8 SOLID T YPE LENGTH IMIB 16-1Tn 1Tn 1T/1s ,Tits tvt T-6" PRECAST 1436 7531 T-8" PRECAST 689 1024 T-8" PRECAST z46s 46 6114 6113 6w 63M5 7706 noe owl 9o3t 001) 10000 4'-0" PRECAST 1065 700 2305 3125 3945 4785 5M7 4'-0" PRECAST 514 763 4'4" PRECAST 1981 6113 7192 e524 7627 8751 4'-0" PRECAST 819 533 1770 2400 3033 3ee6 4900 4'-6" PRECAST 398 591 4'-6" PRECAST 1825 5743 7547 6752 6541 75M 5'-4" PRECAST 931 1247 1999 1 2500 3123 30M8 4249 64" PRECAST 411 411 5'-4" PRECAST 1319 4480 7196 7342 57M0 8m 5'-10" PRECAST 817 toga 1631 2090 2549 3000 3470 5'-10" PRECAST 340 339 5'-10" PRECAST 1161 3693 5877 6036 6548 5776 V-6' PRECAST 692 1139 3227 3031 3707 4383 5061 V-6' PRECAST 410 721 W-W PRECAST 1139 3227 459M 7054 1000o am T-0" PRECAST 570 M8 2698 3191 T-6" PRECAST 303 534 7"4r PRECAST 2 M 220 067 9'-4" PRECAST 428 033 1593 2204 2481 2818 2621 9'-4' PRECAST 192 384 9'-4" PRECAST 839 1e74 2298 3081 4099 4898 101-6" PRECAST 388 487 1247 1767 1904 2163 2028 101-V PRECAST 151 301 101-6" PRECAST 550 1407 1897 2781 3222 3784 11'-4" PRECAST 330k388978 t742 2252 zees 9830 11'-4" PRECAST 132 417 11'-4" PRECAST 1742 2252 286s 3552 12'-0" PRECAST 308 2048 2588 3171 12'-0" PRECAST 111 370 12'-0" PRECAST 1596 t596 zone 25M6 sm 1T-4* PRECAST 2701385 n32 2157 2535 13'-4" PRECAST 82 298 13'-4" PRECAST 1365 1732 2316 2BD5 14'-0" PRECAST 254 1272 t806 19M 2279 14'-0" PRECAST 71 293 14'-0" PRECAST 978 1272 1806 1950 2389 14'-8" PRESTRESSED N.R. NR NR PRESTRESSED N.R. 283 14'-8" PRESTRESSED 1079 1429 82 1824 2277 27 Z712 71 15'-4" PRESTRESSED N.R. p3NORo NR NR NR NR NR 15,4" PRESTRESSED N.R. 252 15'4" PRESTRESSED 1014 1340 1703 2118 2513 17'-4" PRESTRESSED N.R.NR NR NR NR NR 17'-4" PRESTRESSED N.R. 183 1T-4" PRESTRESSED s58 1121 1413 1739 2D47 19'-4" PRESTRESSED N.R. NR NR NR NR NR NR 19'�4" PRESTRESSED N.R. 148 19'-4" PRESTRESSED 235 736 on 12DO 1467 1716 21'4" PRESTRESSED N.R. NR NR NR NR NR NR 21'�4" PRESTRESSED N.R. 125 21'-4" PRESTRESSED 180 598 533 1038 ties 1468 22'-0" PRESTRESSED N.R. NR NR NR NR NR NR 2I-0. PRESTRESSED N.R. 116 22'-0' PRESTRESSED 185 550 784 902 1203 1381 24'-0" PRESTRESSED N.R. NR NR NR NR NR NR 24'-0" PRESTRESSED N.R. 91 24'-0" PRESTRESSED - f1LL Yf1L... 1-11 AV 1 RG LGVJGR rRV1Y1 Qi Q I-w- I_1QQ .1 VVI'ILI I I LV IV I. Q II -II CV IV GVI I IVIY - rRGV/'1J 1 1'RV VVV 1 J V I V I IIGRJ I V MGG 1 VR CAVGGV YI'1LVGJ J if11 CV f1pV V G 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 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-8078 FAX: 407-774.4078 www.abdesigngroup.com AA N: 0003325 z � N, IMMIDM 89 L021 ABBOTT PARK LOT #17 BLK #12 PHASE 4C ROJECT* 04181.04C-17121 MODEia 4EAB "1672-ARIA" GARAGE 8W MG: RIGHT PAGE..` SAFE LOAD TABLES 160 MPH EXP. C B 1r�� J a 937 "PRINT 02/07/22 9CAIM: 1/4"=1'-0' > *M= S2. 2A 3-M-1 1, .[rizlel ? 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 1Dd x 1 112" 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 20 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S38, .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/A2x6 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. FRAMING PLAN SCALE: 1/4" = P-0" IS N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-774-4078 www.abdesigngroup.com AA #: 0003325 , aq r C V J Y � �Q jQ io S k aUDDIV. do LOT: ABBOTT PARK LOT #17 BLK #12 PHASE #4C PROJECT# 04181,04C-17121 MOD=L: 4EAB "1672-ARIA" GARAGE OWMG: RIGHT PAGE: FRAMING PLAN 160 MPH EXP. C WIN ROLAW A ABOUCHACRA AR NO 93723 , D DATE: 02/07/22 BCAL C: 1/4"=1'-0" ON==T s3 ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE ® 24" O/C, SUBMIT SHOP "ROOFMALL/FLOOR DRAWINGS FOR REVIEW SHEATHING AND APPROVAL FASTENER SCHEDULE" A{1) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 10d x t }'NAILS TO TRUSS PLYWOOD SHEATHING, SEE "ROOFANALL/FLOOR (1) SIMPSON HETA16 # 1100 UPLIFT B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH TRUSS ANCHOR WITH NOTE: A PT SVP #2 2" x 4", 1Od TSIMPSON HTSM20 W/10 10d TO SHEATHING x 1 NAILS TO TRUSS 16dSTRAP, 10d z 1 }'NAILS TO 6", 8" x MAY ADDED TRUSS AND x 2 1l4" FASTENER SCHEDULE" DBL STRAP, 1 EACH SIDE WRAPS UP AND DB , GIRDER. PROVIDE 5" GI NAILS, W/ 10tl NAILS, 2 ROWS, 3" O HORS" TITEN 2 ANCHORS TO OVER TRUSS (NOT SHOWN) MINIMUM CONCRETE O/C TO FACILITATE ONE CONT POURED LINTEL C{1) SIMPSON LGT2 GIRDER TIEDOWN WITH EMBEDMENT. USED IN ADDITIONAL PLY MAX. TO NOTE: APTSYP#27'x4", (16) tOd x 3 a' NAILS TO GIRDER AND CONJUNCTION WITH ACCOMMODATE GIRDER # 1900 UPLIFT (2) SIMPSON (2) SIMPSON HETA16 TRUSS ANCHORS 6", 8" x 4'-0" MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3" HEAVY UPLIFT TIEDOWN REQUIREMENTS. HTSM20 INSTALLED ON PRE-ENG TRUSS WITH (12)18d x 3 k" NAILS TO GIRDER O/C TO FACILITATE ONE CONNECTOR OPPOSITE FACES OF ADDITIONAL PLY MAX. TO ACCOMMODATE TRUSS A{1) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN BLOCK WALL W/10 10d TO TRUSS AND (4) 1/4" x 21/4" 2x WOOD FASCIA ANCHOR REQUIREMENTS. WITH (4) g'' x 5" TITEN HD TO CMU AND (12) SDS TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM SEE ARCHITECTURAL SE }''x 2}''TO GIRDER CONT POURED LINTEL 2x SECURED W/(3)t6d GALV. COMMON NAILS. ENGINEERED WOOD B41) SIMPSON FGTR GIRDER TIEDOWN WITH bQ SECURED W/ 10d TRUSSES 0 24" O/C, 1x2, 2z WOOD FASCIA (2) � x 5" TITEN HD TO CMU AND (18) SOS a' x GALV. COMMON NAILS SUBMIT SHOP DRAWINGS SEE ARCHITECTURAL 3" TO GIRDER 12' 0/C FOR REVIEW 2x SECURED W! (3)16tl C{2) SIMPSON FGTR GIRDER TIEDOWNS WITH AND APPROVAL GALV. COMMON NAILS. (2) 7' x 67ITEN HD TO CMU AND (18) SDS }'x 3" lx2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED MASONRY BOND BEAM SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS SEE SCHEDULE A ALLOWABLE UPLIFT = U:1810 LBS, L770 LBS (1 PLY) A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) TITEN 2 ANCHORS MIN. C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) C ALLOWABLE UPLIFT = U85 LBS (2 PLY MIN.) T COVER & 7' APART TYPICAL TRUSS/ REPAIR OF MULTIPLE 11 01S& scA 3/d=rF TYPICAL ROOF MISPLACED EMBEDDED TRUSS ANCHOR GIRDER CONNECTOR(S) �� �„ �a `� "' Q�aUE: 3/4"=T-O" 3 GIRQER CONNECTOR(S) SCALE: 3/4"=1'-0" (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN BRACE W/ (3) 720 Q EA. TRUSSES WHERE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT COVER 5 TRUSSES) 4'-0' O.C. (AT SHEATHING SEAMS) 01-0" TO 30'4" (1) "X" BRACE 30--1" TO 60'-0 (3) "X" BRACE SECURE 2x PT. PLATE (1) "X" BRACE ® CENTER TO BLK W/ 1/7' DIA. aa• MAx IWfix4) (2)' X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2' oR lm MAx Iwrzx4) FROM CENTER TO END, WASHER SET IN HIGH 2. WOOD FASCIA STRENGTH EPDXY 6" SEE ARCHITECTURAL MIN. EMBED, AT 32" OC -21 lx4 DIAGONAL MAk BTM. CHORD PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 BRACING, SEE P.T. PLATE W/ 12d's 8" yy PLAN FOR LOCATION STIFFBACK (AS PER O.C. MAX MAY NOT BE TRUSS ENG) CONT, 2x4 SECURED W/ H REQUIRED (2) tOd's C EACH TRUSS TO BE INSTALLED BTM. CHORD OF 10"W O,C. MAX, WOOD ROOF TRUSSES SEE SCHEDULE FOR BOND BEAM RED. lx4 BTM. CHORD BRACING 6-U' O/C END WALL OR OTHER MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF I0'-0" O/C MAXSECURED W/ (2) 10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD INTERSECTION TYP. BTM. CHORD BRACING %7� BLOCK WALL W/ GABLE END SCALE 34 sDALE 34'=,-0" PRE-ENG'D TRUSS THE USE OF ALTERNATE MATERIALS MAY BE NOTCH DEPTH 1/4'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 >516' AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO F1 AND F2 FORCES. BTM. HOLE DIAMETER PLATE <315'11 OBL. STUD STUD NOTCHING 11 ALTERNATE MATERIALS AND BORING LIMITS 8 SCALE: 1 1/2"=1'-0" SCALE: 3/4"=V-0" •1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 0 000 b 9 F; aC h 00.4 11p VHDIV & LOTABBOTT PARK LOT #17 BLK #12 PHASE 4C ROJECT* 04181.04C-17121 MODasl 4EAB "1672—ARIA" GARAGE 8WMG: RIGHT PAGE: DETAILS 160 MPH EXP. C NAIL SHEATHING TO LADDER VTCR SPACING (1) AT EACH END I EDGE PER SCHEDULE 2X4 CONT LADDER EDGE VTCR AND V-0" O.C. MAX. I I 2X4 LADDER AT 19'O/C W/(2)16d NAILS 8" O/C TO TOP CHORD OF TRUSS (2) 2X4 No.2 SYP DIAG. BRACE W/ (3)12d 0 EA. TRUSS (DIAG. BRACE TO II�I�IIII COVER 5 TRUSSES) SUB 0'-(Y' TO 30'-U' (1) "X" BRACE -BAND 1111111�1 I�1111 30'-1" TO 60'-0 (3) "X" BRACE (1)'X"BRACER CENTER PRE-ENG GABLE TRUSS STIFFBACK AT ALL o (2) "X" BRACE DIVIDED EQUALLY UPRIGHTS OVER 4'-10" HIGH 1I.I FROM CENTER TO END. (AS PER TRUSS ENG) I D PLYWOOD SHEATHING, SEE Y� "ROOFNVALL/FLOOR SHEATHING FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR Li DETAIL FOR STRAPPING INFO. SIDE VIEW lx2, 2x WOOD FASCIA CONNECTION PER SEE ARCHITECTURAL TRUSS MFG. 2x SECURED W/ (3)16d ENGINEERED WOOD GALV, COMMON NAILS. TRUSSES 0 24" O/C, lx2 SECURED W/ 10d SUBMIT SHOP DRAWINGS GALV. COMMON NAILS FORREVIEW2x4 CONTSECURED 17' O/C l(2)12AT AND APPROVAL SECURED W/ (2)12d's � PRE-ENGINEERED MASONRY BOND BEAM EACH TRUSS VALLEY TRUSS CONNECTION SEE SCHEDULE PRE-ENG'D n L 1 GABLE END TRUSS SCALE: N.T.S. W/ HIP RETURN PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0" O.C. (AT 0 PRE-ENG'D WOOD SHEATHING SEAMS) (BLOCKING TRUSS (TYP) 0 24" O.C. NOT SHOWN FOR CLARITY) MAX e 2X4 DIAGONAL BTM. CHORD BRACING. SEE PLAN FOR FOR STRAPPING LOCATION VERIFY SECURE 2x6 PT. PLATE TO BLK., W/ TRUSS PLAN �`'' W/ 1/2" DIA. ANCHOR BOLT W/ 2" ? WASHER SET IN HIGH��j. STRENGTH EPDXY 6" MIN. EMBED. AT 32' OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12d% 8" O.C. MAX CONC. POURED LINTEL COURSE CONT. 2x4 SECURED Wl (2) 10d's 0 EACH TRUSS TO BE fNSTALLED 0 10'-0" O.C. MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL SCALE: 3/4"=1'-0" F •1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32760 FM: 407-7746078 FAX: 407-774.4078 www.abdesigngroup.com AA M. 0003325 w �i Y a k� le __9 aysaly aI.or: ABBOTT PARK LOT #17 BLK #12 PHASE #4C PROJECT 04181.041-17121 MODZ%4 4EAB "1672-ARIA" GARAGE SWING — RIGHT PAGE: DETAILS 160 MPH EXP. C I� L AR NO 93723 A DACE: 02/07/22 SCALE: 1/4"=1'-0" m*KZ T S3.1B ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-16 ZONE 1 = 53.00 PSF (63.00) ZONE 3 = 60.90 PSF (70.90) ZONE 2e = 60.90 PSF (70.90) ZONE 3e = 70,40 PSF (80.40) ZONE 2n = 70.40 PSF (80.40) ZONE 3r = 83.80 PSF (93.80) ZONE 2r = 70.40 PSF (80.40) "A"=4'-0" END ZONE DISTANCE BASIC WIND SPEED: 160 MPH EXPOSURE CATEGORY: "C" RISK CATAGORY: It APPLICABLE INTERNAL PRESSURE COEFFICIENT: +A 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. 19/32" STRUCTURAL SHEATHING EXP 1 (4020).(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL ROOF SHEATHING TO GABLE END FRAME USE 1 Od RING SHANK GUN NAILS @ 4" O.C. EDGEWISE 2X4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. ROOF/ WALU FLOOR SHEATHING FASTENER SCHEDULE SIZE HEAD LENGTH I DIAL TENSILE STR. SHANK ASTM t0tl RING SHANK, 21/Z 0131 F166 SCREW SHANK 170'0D0 RING (16-20 RINGS RSRS-03 8tl RING SHANK, 23/8" 0.113 F1667 SCREW SHANK PER INCH) RSRS-01 8d RING SHANK, PNEUMATIC 2 3/8" 0.113 Fi6R67 SCREW -NAILS RS-01 S nrlcK un lecu�� ROOF SHEATHING EXTERIOR SHEATHING z F USE 12" CDX OR 7116" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" 9 0 O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP 8, g 3 BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6' O.C. AT m INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUR SPECS.) SEE DETAIL. U BUILDING LENGTH ROOF SHEATHING LAYOUT AND ENOWALL BRACING FOR GABLE END FRAMING ROOF SHEATHING ATTACHEMENT SPACING ZONE 1: 10d NAILS Q 4" O.C. ON EDGE AND 6' O.C. IN FIELD NOTE: GABLES -DROP GABLE END & (1) ADD'L DROPPED ZONE 2e, 2n, 2c 10d NAILS 4" O.C. ON EDGE AND 4" O.C. IN FIELD TRUSS 2X4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING ZONE 3,3e, 3r: 10d NAILS 0 4" O.C. ON EDGE AND 4" O.C. IN FIELD 16"O.C. IF NO DROPPED GABLE END, ATTACH SYP NAILS BLOCKING @ 16" O.C. FIRST 4 BAYS W/ (2)12tl NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS 21 al ncRlNr cco nlml wr_ e...n. B c NOTE: ROOF SHEATHING THICKNESS WAS CALCULATED AND ADHERES TO ASCE 7-16 84 RING SHANK GUN NAILS 0 4' O C. TOP 4 BOTTOM EDGE" aD w C1. RING SHANK GUN NAILS - SEE "ROOF SHEATHING ATTACHMENT' TABLE FOR FIELD SPACING . TYP. EXT. SHEATHING ATTACHMENT FOR STRUCTURAL ROOF SHEATHING #8 7' DECK SCREWS 0 6"4" O.C. MAX EDGES & 12' O.C. MAX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING-------------- ` TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBER STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS, CONSULT ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2020, 75T EDITION ACI 318-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, TMS 402/602-16 AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7.16 AND AISC SPECIFICATIONS ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART OF THE WORK THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING 15 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. ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33fC33M. MAXIMUM AGGREGATE SIZE SHALL BE 3/4. PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 314'. PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER All SLABS ON -GROUND WHERE INDICATED ON DRAWINGS. SEAMS UPPED 6INCHES AND SEALED NTH ADHESIVE TAPE. FORM -WORK: FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347 LATEST EDITION; RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK WOOD: NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, CRIPPLERS, SILLS, ETC„ SHALL BE SOUTHERN PINE NO.2 OR BETTER. F6 = 1100 PSI AND A MODULUS OF ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT CONTAINS MORE THAN W OF HEARTWOOD. EXCLUSIONS FROM THESE PLANS; MINIMUM NAILING PER FBCR 2020, 7th EDITION. SEE NAILING SCHEDULE ON PLANS. WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL.DEPENDING VI PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED WELDED WIRE MESH: AT BEARING LOCATIONS WTHOUT WOODEN TOP PLATES. WELDED WIRE MESH, SHALL BE ASTM A1D64/A1D64M, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE WOOD TRUSSES: ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2' CHAIRS SPACED T-O' OC EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE"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. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.03W AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES C E IES ARE FOUND. REBAR SHALL BE ASTM GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 DEFORMED GRADE 601N MASONRY DEFORMED BARS FREE FROM OIL SCALE AND RUST AN PLACED D LA ED IN ACCORDANCE MEETING THE REQUIREMENTS OF ASTM A446/A446M, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. DESIGN LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS, DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL-PLATETRUSS CONSTRUCTION:, AND METAL LATEST EDITION" ROOF', LIVE LOAD FLOOR: LIVE LOAD 40 psf AND VERTICAL BARS SHALL LAP 8 z BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S ER TIONS FOR COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED 20 pef TOP CHORD -non—ncuRent REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: 44 BAR - 25" #6 BAR - 36" WOOD TRUSSES. 10 pef BTM CHORD -non-concurrent #5 BAR - 30" #7 BAR - 42" TRUSS MANUFACTURER MALL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 36' z 36" CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI/ASCE 7 68: 1990, 15 p#f TOP CHORD 20 pef TOP CHORD (7 pef m ASPHALT SHINGLES) (10 Psf W No GYPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS, 10 pef BTM CHORD 5 psf BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT: 1 Opsf 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 pef WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 psf INFORCI WIND: DEAD LOAD SPEED =160 MPH 3- SECOND GUST (ASCE 7-16 (FBC R2020) EXPOSURE C, RISK CATEGORY II) LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10pef, UNINHABITABLE ATTIC WITH LIMITED STORAGE: 20pef, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) AND DECKS: 40psf, GUARDS AND HANDRAILS: 200paf, 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 TOQUANTITY, E S LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THEFORM O M 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 psf, FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 5 F T B %O HE 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 MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED SPd- PRIOR TO THE ADDITION OF PLASTICIZER. CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 AND ASTM C94IC94M OR MEASURING, MIXING, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER 15 ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE. REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A 3PFOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS)'. S. FOR CONCRETE EXPOSED TO EARTH AND/ORWEATHER: 1-112PFOR #6 AND SMALLER 2PFOR#6 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 31C FOR SLABS, WALLS AND JOISTS 1.12PFOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS RUN RE NG BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE WITHOUT THE APPROVAL OF THE ENGINEER. 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 MASONRY: PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WTH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. "SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BV CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE MANUFACTURED IN CONFORMANCE WITH ASTM C80, GRADE fm = 2000 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR RUNNING BOND UNLESS OTHERWISE NOTED, LAY-UP MASONRY WALLS TO BOTTOM OF TIE MS BBEFORE PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH ALL TRUSS TO TRUSS CONNECTIONS. CO ASTM C476 AND SHALL PROVIDE A MINIMUM COMPRESSIVE TR T STRENGTH H OF 3000 PSI AT 28 DAYS, UNLESS SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 318" COURSE AGGREGATE, AND SHALL BE PLACED WI A SLUMP OF 8" TO 10'. USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. TYPE "W 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. STRUCTURAL STEEL: THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, STRUCTURAL STEEL SHALL BE ASTM A36/A36M, Fy = 36 ksi FOR ANGLES, PLATES, AND WSHAPES. STRUCTURAL TUBING SHALL BE ASTM A500/A500M, GRADE B, Fy = 46 ksi. STRUCTURAL PIPE SHALL BE ASTM A53/A53M, GRADE B, TYPE E OR S, Fy = 35 W. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM F3125/F3125M BOLTS WITH 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. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER PPPLIGTbN 91ZE 1 TYPE 9PACIN3 REMAPo(3 APPLIGTICN IE iYPE PPfANG REMMM9 1#Pi FURRING TO RYI NNC. GSE MBRCENEDWIL NMLt 1IY LONG. OOh; GARAGEDOORBIKK TO MASOMY/COf1C. 114'DA NO WATER TOW.GV MASONT/ FA9TElkA 0.� 2'EMBED 4'EIDPST., 1 /L'ES%SEtl9T. BCC. N. E%T. -IG6E HGfAEfED OJIL 9"01C YANDu`W,9DDP/FASTENED GARAGE DOOR BIIfM 3l�°A� 10'OC(310'GW) BED M3'EWEdSTtl� tF 1.. SEE NOTES NNl1 VY LONG. INTO MA6W-AYIC/JNC. TO MA90NiYlLUJC. W1W R FIfPANgCN BOLT WQC (fIY'b.N �nmwBuac G9E HARDENEDOJIL rac NWNpDOOR/ FASTENED Y"'"TO METU STRAn To CONTACT THIS ENGINEER FOR SPACING " .SEE raTEe NML1 vrLorvG. TAGGERED MnsGwrrox. MAsorarrc«c. REQUIREMENTS IT DOOR (2) L10'4A 1 12 EMBED, 0' END BICKh PT, 9EE WlEe NJ WASHER 100� OI6T,11IS'EOC tl6T. NANDDWBUC% 0.13B"PAFx31I0" 8°QG <"EnG DI9T„1t? PT TO 6IEEL OCL., 9EE W1 LyR AGGEREO EDGE q6T. NJTEB ST 11 STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, W DOVVS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND /OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI XZF 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 S. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. 1%MEMBERS ARE NAILED AND 2%MEMBERS ARE SECURED V,# TAPCONS OR PAF TO THE SUBSTRATE, F 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7744078 FAX 407-7744078 www.abdesigngroup.com L AA #: 0003325 6 g BunDIV. Ac LOT ABBOTT PARK LOT #17 BLK #12 PHASE #4C PROJECT# 04181.04C-17121 MODELS 4EAB "1672—ARIA" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP. 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INTO FRAMING TRUSS/JO / BY OTHER :HANNEL p v DETAIL B J-CHANNEL FASCIA ® BATTEN STRIP ANCHOR 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO STAPLESINSTALLED THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS O 111X2 WOOD BATTEN F�(2 WO00 BATTEN / O SOFFIT NSTALLATION SCREW, CHMENQ J-CHANNEL BATTEN ATTT FASTENER SPACED 2,r g �FVIMAXO.C. BY OTHER 21W EMB. NSTALLATION SCREW, BATTEN ATTCHMENT 8 FASTENER SPACED 24" g MAX O.C. TAPLES INSTALLED 0 12" O.C. MAX (INTO INTO VVODO) IN S SLOT OR T-NAIL 0 12' O.C. MAX. (INTO CONCRETE/MASONRY) ,eSTAPLES INSTALLED 0 DETAIL C 12' O.C. MAX ONTO 7O WOOD)IN J-CHANNEL J-CHANNEL CONCRETE/CMl OSLOT OR T-NAIL 0 17 O.C. MAX. (INTO WOOD (NOTE 1) CONCRETEIMASONRY) CONCRETE/CMU OR WOOD (NOTE 1) NOTE I: MINI MUM SPRUCE -PINE -FIR FRAMING OR CO NCRETEIMASONRY. BUILING CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET. TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION —SPAN 'L' SPAN 'L' AVE WIDTH (ROOF OVERHANG) CONCRETE; CMU OR WOOD SEEDETAIL'A'f �uSEE DETAIL'E' --- -K--1 SEE DETAIL'D'SEEDETAIL'E'— EAVE CROSS-SECTION SAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL, FASCIA @ FASCIA END J-CHANNEL @ WALL AND FASCIA END 6i4/ aJ V V• Jr—V tE]At A 12" TRIPLE 4 SOLID SOFFIT - VINYL - NO, 623 rv�—V V mil: V- PuAa A 12" TRIPLE 4 FULL-0-VENT SOFFIT - VINYL - NO. 622 MN —,ttt V 1 — ZTAL A 12" TRIPLE 4 FULL-0-VENT SOFFIT ECO - VINYL - NO. 639 EAVE WIDTH (ROOF OVERHANG) CMU OR WOOD (NOTE:1) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA M. 0003326 a yFpj O 6 aveDiv � zNoT: ABBOTT PARK LOT #17 BLK #12 PHASE #4C PROJECT# 04181.04C-17121 "0DElu 4EAB "1672-ARIA]] GARAGE BWMG: RIGHT PAGE: SOFFIT DETAILS 160 MPH EXP. C ND A AR N PUMT DATIM, 02/07/22 aCAL]E: 1/4"=l'-O" S sD1 GENERAL REQUIREMENTS: • HARDIESOFFIT® PANELS MAY BE INSTALLED AS A SOFFIT OR CEILING OVER EITHER WOOD OR STEEL 20 GAUGE (33 MILS) MINIMUM TO 16 GAUGE (54 MILS) FRAMING COMPLYING WITH THE LOCAL BUILDING CODE. SEE GENERAL FASTENING REQUIREMENTS. INSTALL SOFFITS TO NOMINAL 2X4 FRAMING MEMBERS SPACED A MAXIMUM OF 24 INCHES ON CENTER (FIG.1), WITH THE LONG DIMENSION PERPENDICULAR TO THE RAFTER OR JOIST FRAMING. • ALL EDGES MUST BE SUPPORTED BY FRAMING. (FIGS. 3 & 4) • INSTALL WATER BARRIERS AND AIR BARRIERS AS REQUIRED BY LOCAL BUILDING CODES. JAMES HARDIE WILL ASSUME NO RESPONSIBILITY FOR MOISTURE INFILTRATION. • ENSURE GUTTERS HAVE END CAPS. MAINTAIN A MINIMUM 1" GAP BETWEEN END CAPS AND SIDING & TRIM. • INSTALL KICKOUT FLASHING AT ROOF -WALL JUNCTIONS. • JAMES HARDIE BUILDING PRODUCTS PROVIDES INSTALLATION MIND LOAD INFORMATION FOR BUILDINGS WITH A MAXIMUM MEAN ROOF HEIGHT OF 85 FEET. FOR INFORMATION ON INSTALLATIONS ABOVE 60 FEET, PLEASE CONTACT JH TECHNICAL SUPPORT. FIGURE 1 INSTALLATION: • HARDIESOFFIT PANELS MUST BE FASTENED TO A SOLID, NAILABLE SUBSTRATE SUCH AS A WOOD 2X SUBFASCIA. • ADDITIONAL FRAMING MAY BE NEEDED TO ENSURE PROPER FASTENING. • SOFFITS CAN BE INSTALLED AS SHOWN IN FIGURE 1. POSITION THE VENT HOLES TOWARD THE OUTSIDE OF THE EAVE FOR OPTIMAL AIRFLOW. • 12" TO 24" WIDE VENTED HARDIESOFFIT PANELS, PROVIDE 5.0 SQUARE INCHES OF NET FREE VENTILATION PER LINEAL FOOT. • ALTERNATIVELY VENTS CAN BE INSTALLED INTO NON -VENTED SOFFIT. • IF NECESSARY, AN INSECT SCREEN CAN BE INSTALLED USING CONSTRUCTION ADHESIVE. NOTE: NET FREE VENTILATION WILL BE REDUCED. FASTENER POSITIONING: POSITION FASTENERS 3/8" FROM PANEL EDGES AND NO CLOSER THAN 2" AWAY FROM CORNERS WHEN USING SOFFIT GREATER THAN 12" WIDE (FIG. 4) AND NO CLOSER THAN 1" AWAY FROM CORNERS WHEN USING SOFFIT THAT IS LESS THAN OR EQUAL TO 12" WIDE (FIG. 3). JOINTING METHODS: INSTALL PANELS IN MODERATE CONTACT AT ENDS, PROVIDE PVC OR METAL JOINTERS, BATTENS OR LEAVE APPROPRIATE GAP AND CAULK (FIG 2). FASTENER REQUIREMENTS: • FOR WOOD FRAME CONSTRUCTION A MINIMUM 4D COMMON NAILS SPACED 8" O.C. AT PANEL EDGES AND INTERMEDIATE FRAMING MEMBERS SPACED UP TO 24" ON CENTER ARE SUITABLE IN MOST LOCATIONS*. • FOR CONVENTIONAL 20GA -16GA STEEL FRAME CONSTRUCTION A MINIMUM NO. 8-18 X 0.323" HD X 1" LONG RIBBED BUGLE SCREWS SPACED 6" O.C. AT PANEL EDGES AND INTERMEDIATE FRAMING MEMBERS SPACED UP TO 24" ON CENTER ARE SUITABLE IN MOST LOCATIONS*. *MINIMUM BASIC WIND SPEED DIFFERS BY LOCALITY. WHERE SPECIFIED LEVELS OF WIND RESISTANCE ARE REQUIRED, REFER TO APPLICABLE BUILDING CODE COMPLIANCE REPORTS. MANUFACTURERS OF ACQ AND CA PRESERVATIVE -TREATED WOOD RECOMMEND SPACER MATERIALS OR OTHER PHYSICAL BARRIERS TO PREVENT DIRECT CONTACT OF ACQ OR CA PRESERVATIVE -TREATED WOOD AND ALUMINUM PRODUCTS. FASTENERS USED TO ATTACH HARDIETRIM TABS TO PRESERVATIVE -TREATED WOOD SHALL BE OF HOT DIPPED ZINC -COATED GALVANIZED STEEL OR STAINLESS STEEL AND IN ACCORDANCE TO 2009 IRC R317.3 OR 2009 IBC 2304.9.5." MODERATE CONTACT LtAVt AMt'KUt'KIA I t GAP AND CAULK FIGURE 2 FRAMING MEMBER NG ER H-A tSA I I t N NG ER ING lER FIGURE 3 LESS THAN OR EQUAL TO 12" WIDE SOFFIT ° ° 1" FROM END OF SOFFIT ° 3/8" FROM END OF SOFFIT ° FIGURE 4 GREATER THAN 12" WIDE SOFFIT PFASTENERS WAY FROM CORNERS IN FROM 'E OF SOFFIT 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX 407-7744078 www.abdesigngroup.com L AA #: 0003325 m MINIM 0 C sVHDIV. & LOT ABBOTT PARK LOT #17 BLK #12 PHASE #4C PROJECT# 04181.04C-17121 MODEIe 4EAB "1672-ARIA" GARAGE 9VfWG: RIGHT PAGE: SOFFIT DETAILS 160 MPH E . C Is DA 7/22 cALE: 1/4"=1'-0" krm= SD2 lg�- k 'r