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HomeMy WebLinkAbout7918 Broad Pointe Dr99 10072-4EAB-ARIA HOMES 12602 TELECOM [DRIVE, TAMPA, FL 33637 Tool: (813) 740-9720 Fax: (813) 740-9715 # , WITH, PREVAILING ICaIDA IBZ.:ii_L)iNG CODE, 4A'e00stiL f L..:CTSICCODE, INN rHI C.I"I OF ZEPHYRHILLS OP IINAiVCHS REVIEW I�ATEJAf� 2 6 21 CITY OF ZEPHYfRHIL PLAN EXAMINER 9 STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES 12602 TELECOM DRIVE TAMPA, FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS .II RM BUHMG CODE, B6�DENTIA4 6M 0m0� 2M% 1 ) •A11. LOCAL AND STATE CODES •OCCUPANCY -RESIDENTIAL GROUP R3 :CONSTRUCTION TYPE - VB 'VN. INTERIOR FINISH - CLASS B • BASIC FIND SPEED - Vult=160 MPH Vasil=124 MPH • EXPOSURE - C •I -STORY RESIDENCE - •2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES ASV. AIR CO LAV. LAVATORY AD AIR LumMC. LUMINOUS ALT. ADJUSTABLE M.C. MEDICINE CABINET ALT. ALTERNATE MFR MANUFACTURER AMP. AMPERAGE MIN. MINIMUM ED. BOARD M.T. METAL THRESHOLD CL GENTERLINE MTD. MOUNTED CAB. CABINET MTL. METAL SCALE CLG. CEILING N.T.S. ON CENTER GLR. CLEAR G.C. GNCENTER CONIC. CONCRETE PL PROPERTY LINE CPT. CARPET P.B. PUSHBUTTON C,T, CERAMIC TILE PH. PHONE D. DRYER PLT, PLATE DBL. DOUBLE PLYWD. PLYWOOD D.G. DUAL GLAZED PR. PAIR P.T. PRESSURE TREATED DIA. DIAMETER RISER DIM. DIMENSION R. RI DISP, DISPOSAL R. RADIUS DP. DEEP RA.G. RETURN AIR GRILL DR DOOR REF. REFRIGERATOR D.S. DOWNSPOUT RM. ROOM DTL. DETAIL R.O. ROUGH OPENINGPROFESSIONAL D.W. DISHWASHER S.C. SOLID CORE EXT DR EA. EACH S.D. SMOKHDETECTOR ELEV. ELEVATION S.H. SENGLP HUNG EQ. EQUAL SHT. SHEET EXIT. EXHAUST SHTHG. SHEATHING EXT. FIXED Sim. SHOWER F.G./FX. FIXED GLASS SIM. SIMILAR GLASS P.G. FUEL GAS SL. SLIDMG FL FINISHLOOR SL. TD. SL DING TANDARLASS FL FLOOR STD. STANDARD FLUOR FLUORESCENT SWS SHEAR WALL F GDFR.R FOO FRENCH DOORSECTION TEMP. TEMPEREDGLASS GA. GAUGE T.O. C. TOTHICK OF CURB GAR DISP. GARBAGE DISPOT.O. SAL P G.F.I. GCBCUR T.O.P. TOP OF PLATE INTERRUPTER T.O.S. TOP OFSLAB CL. GLASS TYP. TYPICAL GYP. BD. GYPSUM BOARD U.N.O. UNLESS NOTED H.B. HOSE BB OTHERWISE H.C. HOLLOW CORE V.P. VAPORPROOF HDO HEADER W. WASHER �ULORxT INSULATION WD. WITH TOOD TNT. INTERIOR WDFIW WATER WINDOW HEATER W.I. WROUGHT IRON DATE DE3SCRIPIrON OLOW CD'818aw ARCHITECTURAL SHEET DESCRIPTION ®VID/D 2m11 FDC UPDATE PG Cl-COVER SHEET PG GN- GENERAL NOTES PG Al —FLOOR PLAN PG A2C-ELEVATION 'C PG El -ELECTRICAL PLAN PG Pi —PLUMBING PLAN PG Ml-MECHANICAL PLAN PG Dl-DETAILS PG D2-DETAILS PG D3-PRODUCT APPROVALS PG WAl-WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS PG WA5-NOT USED PG WA6-WALL ASSEMBLY DETAILS OVMIS COSRE-ISSUED 04/16/IB FOOTING REVISION PER Iw BowE6 mR2/19 PLAN MAINTENANCE ®3RM REVISED LINTEL SIZE AT FRONT ENTRY DOOR 064IAS ADDED LED L&ITS • KITCNEN 4 BATHROOMS PER MARK BORER gl1MIM ADDED STONE OPTION ELEVATION6 V 4 V 102S/11 ADDED OFT. S'-VCEILMGI4E6W mvmu2m REPLACE U8P CONNECTORS 61MP80N COPNECTORB • STATE OF FLORIDA ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 04r1340 OFT. 8'-m- CLG. HGT. ELEVATION 'C'- REVISED HEIGHT OF AROMUAY SQ.FT. CALC.'S LIVING 8Q. FT• GARAGE 432 6a.FT. LANAA 96 ea. Tara. 2238 80. FT. STRUCTURAL SHEET DESCRIPTION PG S1-FOUNDATION PLAN PG S1.lA-DETAILS PG S1.2-DOWEL PLAN PG S1.2A-DETAILS PG S2-LIFT BEAM PLAN AND NOTES PG S2.IA-DETAILS PG S3PG S3-FRAM-FRAM NG ING PLAN PG S3.iB-DETAILS PG SNl-DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AS DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTION HASED ON THE DRAWING SET. 1441 N. RONALD REAGAN SL LONGWOOD,FL32750 PH: 407-774.6078 FAK 407-7744078 www.abdesigngroup.com AA Y: 0003326 h k N 1 W� QWQ7 at»DLV. & LOT ABBOTT PARK LOT #17 BLK #8 PROJECT# 04181.000-17081 HODELA 4EAB "1672—ARIA" GARAGE SWING:- -RIGHT PAGE: COVER SHEET 160 MPH EXP. C GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 6th EDITION, (2017). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 6TH EDITION (2017) 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 CHAPTER 3, SECTION R301.2.1.2. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT, 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 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. 5 THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6 OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING, THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9, NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED, GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 318 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL V MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN YrINCH GYPSUM BOARD OR EQUIVALENT. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN B' LAYERS AND COMPACT TO 951/oMAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 8. EXCAVATIONS TO BE A MINIMUM OF 3'- 0" BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: 'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA - THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFMALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1, 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT . SO. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM''/.' PVC (SCHEDULE 40), INSULATED WITH Y; AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO 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 SECTION P2603.2. EXTIEMOR WALL COVERINGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FSNISFSeB 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 & ASTM-C1063-12a. 3. LATH & ACCESORIES PER ASTM-C-1063-11A & 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 -15A AND R703.7. FIRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2' GYPSUM BOARD. R302.7. EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4' TYPE'W DRYWALL SCREWS AT 12' O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT PART OF AS DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUPS SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S I 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) 6th EDITION, (2017) R703.1.21.1 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. 1441 N. RONALD REAGAN BL LONGWOOD, FL32750 PH: 407-774-6078 FAX 407-774.4078 www.abdosigngroup.com L AA M: 0003325 24 a �u S tmDIv. at LOTe ABBOTT PARK LOT #17 BLK #8 PROJECT 04181.006-17081 MODEL 4EAB "1672-ARIA" GARAGE AWING: RIGHT PAGE: GENERAL NOTES 160 MPH EXP. C (2) 3052-SH (2) 3052-SH et �>38 �-- -------------UNAI . Q j I QMG ROOM a'-r CLCL OWNBIt'S SIM V-0' CLG I IV V_ir CLLc% 1 1 (2) 3052-814 1'? m m in 3'-4' 3'-10' b'-b' M10 C. 9 p 9 _ GMT R M s -j- 11 i i 9 i I I • � II • �p �I IR-ISH WIC a ®, CL� I� �@ IM A it Y Al I 1 _ _J IR-IBH in 4' 4'' 13'-S' 3' 9' ii 3'-0'i WC 3-10, 3_m,@ _b• LL. 1 — o iw—� BDRM.#3 a'-& CLC M I �� I i I. 0, �� BATH 3•sH H �o v b 4' b -4' 5 -4' a I -0. CLG L V. 36'xb0' - @ - v 3-SH ---- L V. IAUN. IR-ISH v BATH #2 Q a 0' ► - v 0' CLa 0 r — zrXg4r i ATTIC ACCEg J m ® 0 BOLLARD AS REQ. R- ------ �i V. [2'-4' v -- PER CLDG. CODE POYBR W-0' CLG GARAGE a,_01 CAA s N 6 b'-83'•8' BDRM#2 Z HIS M.T. o ENTRY (2) (2) 3052-SW i- 8'•0' ma Ib'-0'Xl'-O'O)4.D. SQ.FT. CAM'S LIVNG 1612 SO. FT. GARAGE 432 SQ. FT. ENTRY 38 SO. FT. LANAI % Sa FT. TOTAL 2238 SQ. FT. COIFOIBQ ALO OLAOCIIQ MO LOA08 111=1M0SPOON FORIIIISMID MIM Ommw BMW 201E 11011fNeo11W RilAM No TYPE FOOTAGE MIN. WINDOW 10 5 34/-45 CRITERIA EXTERIOR SWING 18 5 33/-43 DR. MIN. CRITERIA SGD. MIN. 41 5 31/-39 CRITERIA I6010 O.N.D. 112 5 283/-31.5 BASIC LAND SPEED MPH = 180 (Volt) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. EXP.=C, MEAN ROOF HT. = 13'-0" PRESSURES HAVE BEEN MODIFIED PER SECTION R301.2.1 OF THE FBCR STH ED. (2017) TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. CONMOLDATEOMIll C TOP PLATE 0 in BAR DETAIL (-A SCALE, 112'.I'-0' FLOOR PLAN SCALE, 114' . 1'-0' NOTE, -2-8 LOW. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL ESE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICKNESS, SOLID ORHONEYCOMM-CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK, OR 20-MMTE FIRE -RATED DOORS. 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32760 PH: 407-7744078 FAX: 407-7T4 4078 www.abdosigngroup.com AA N: 0003325 • Q a Iq SIUDDIV ac LOT: ABBOTT PARK LOT #17 BLK #8 PIlOdECT# 04181.000-17081 1KODEU 4EAB "1672-ARIA" GARAGE 8WING: RIGHT PAGE: FLOOR PLAN 160 MPH XP. C PRINT 10/15/20 DATE' SICAI.E: 1/4"=1'—O" DiISET Al LAP SIDINGG AS 4 OR _..-.. - — — — — _ — f- IlEl�� �ilill I pMill NE-110mlill OFF RIDGE VENT 1�b H-IS'-0' BL OG. W.T. SHINGLE ROOF b' RAISED BAND 4' RAISED BAND OPT. COACH LIGHT m-$- m FIN. FLR OFF RIDGE VENT AREAOFATTIc 7235 SQ. FT. NET FREE VENTILATION AREA REQUIRED = 1/300 REQUREDVENTILATION AREA = 2235/300 7.45 VENTILATION AREA XSO. INCHES PER FT. (1441 1072.8 SOL IN. WN. REQUREDVENTILATION = .5X 1072.8 IN UPPER PORTION OF ATTIC - 536.4 SO. IN, OFF RIDGEVENTILATION AREA = 1155O, IN. PERVENT 536.4 /115 TOTAL#OF VENTS REQURED = 4.E6435 TOTAL# Of VENTS PROVIDED - 5 'AREA OF ATTIC ILIL7 PERIMITER OF THE HOUSE, LE55 THE OVERHANG _(_E%TERIOROF WALLTO EXTERIOR., WALL,NO OVERHANGS INCLUDED) S'-0' BRG. HGT,s - 0'-0' FAN. FL�R.t OFF Ri� T \ b IN rIN77M it v REAR ELEVATION SCALE: 1/4 • 1'-0' TEXTURED FINISH RG. HGT - ,�8'-0' BRG. W.T. I'-0' ■ 0' El I eD A FIN. FLR - — - — - — - — - — - — ---- --'---------'-------'-----'tt.-- lb0-0 FIN. FLP. LEFT ELEVATION SCALE. 1/4 • 1'-0' TEXTURED FINISH Ezzzz OFF RIDGE VENT OFF RIDGE VENT S'-O' BFG. HGTo 4 0'-0' FIN. FLR, ------------------'------------------------------ RIGHT ELEVATION SCALE. 1/4 . I'-0' TEXTURED FINISH HGT. 3 0'-0' FIN. FLR 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407.7746078 FAX: 407-774.4078 www.abdesigngroup.com AA M 0003325 k 4 FFy6TyEF �y I L SLTSDM Se LOOT: ABBOTT PARK LOT #17 BLK #8 PROJECT* 04181.000-17081 MODELS 4EAB "1672—ARIA" GARAGE SKIING: RIGHT PAGE: ELEVATION "C" %160 MPH EXP. C CA NO RZNT DATE, 10/15/20 SCALE: 1/4"=l'-0" SHEET A2C ELECTRICAL LEGEND SYMBOL DEFINITION NOTES -� GeV OUTLET W AMP SNTLM POLE Ilov OUTLET llov OUTLET w a OUTLET wReD TO SueTCNN GPI !OUPWU1 LL NT(TAPm RESISTANT TYPE) 220V OUTLET (4) WM CCIaECTION -fa- BP'I -CY' Ci� ENT. WA?MWAOM ONLET 0010M PAILT MEMrTtIE SwrcN SWTCN 3-WAY OPER $4 810TCH 4-WAY OPER L_o 111141.1. PIOIMED LoIGHT CEILING, LIGHT © LED CLG LIGHT LED VAPOR ©vp PROOF LISW O VP VAPOR FROQ LIGHT eVER. PAN 1 OP7 PER sa PT. utlT. FIN UYLIGNT 1 CRt PER Sf& FT. V IOMM reFac'e TBD By ® ASIM BRAP AIROIW ( 1 PL (1EIIRi MNTJ aIRDt#DAP �-{ Y IYUOIIEeGdT 4' RJIOIIEeCER W—n—"er d 4' TRACK LIGHT 0 PANEL sib METER OSD. mi DETECTOR WALL 8D, & CMTBCTQR w-HaIgagIE ® */t�0Sm" MONOXIM CAIIOONmomm =Mo CO'� BAl'T. Banc-IlP IIII O� WALL SE A DISTANCE OP NOT LEW THEN 4' AMAW LIGHT f NATURAL OAe jY TELEPHONE JACK � WATER 1NWTlR DISCONECT AIR COMTrMMSSE AD ON I Q TE.BYNMM JACK Yn EON O J-BOX to ro mlIITRI OlD N ", � A FOR INSPECTION CELM BOX To BE ONPPORTlD N GEILRIG PANLIGMT AC4CRDAN4CE UV BOX M UX34 FOR tomcTlCN onna 24' NNCA7DEeCBVT LI&W SnNW nnnnnn 36' NCMGEeCENT LIGHT srRP enno 4wr YNcMogocmNr LIGHT etRP Dmc PLaoD I - -_ OPT. $Ran IeZTPAD • PA —PUSH-BUTTON FOR C44M u0B POIR • LOCATION OF TV JACK* A P WOINE OUTLETS 4 PANS TO BE VERIFIED . HOMEOUNI R PRE-CONSTRIGnON MEETING. • ALL E A 20 AMP O RMIC 4 CIRCUITS TO BE ARC PASLT PROTECTED PER 11120T1ICAL PRONSIONB OF MW &TH EDrrIDN rNS1T) 4 N#O 210)3 Od4 EDITIOI • 20 AMP DEDICATED LAUORV ORMIT. • Gig . ISLAND (NOT CN KITCHEN CIRCUIT) • DISI4114BHER OECOSECT TO BE LOCKOUT N PANEL BATI#KACM E)oWMT PAIN TO HAVE MN. CAPACITY OF *o CRT INTERMITTENT PER ELECTRICAL PIRoysiss S OF SECTION ME013 1ltJY &TH ®ITId r2Er11 • LAUNDRY ROOM RECQPTAd.E *HALL BE GIROLND FAULT CIRCUIT- WRV%W RR PROTECTION FOR PERSONNEL ON PUPA • UIRNG METHOD *HALL BE NON METALLIC CABLE PER ELBCTINICAL PROVISIONS OP PEM &TI4 ED (20112 • ALL WOW. TO COPLY MTN ELECTRICAL. PROVISION& Oa THE PBCR iTH ED r]OMd • ALL LAMP& BE &E BY BUn.DER AND Tsi d LIN1T►H MMT at eN[IGY @•CI@IT TYPE PER m*a r1 onumD PEG EERGY latEEMATION (RESIDENTIAL OVA= --__-______ I CEILING PRE -WIRED MTD. LICTHT � ,)CLG FAN TO BE 1114STALLED, A,\� I PROVIDE U-BOX FOR L' `J \ OPT. FAN LANAI Q1 7 PRE -WILD ` CLG FAN , \ GREAT ROOM \ \ I I BDR; PRE -WIRED ) CLG FAN r / I I 1 \V -- / / \ LLq HDRM.lf2 of PRE -WIRED CLG FAN GFI / SWITCH IN `1- CABINET 1 1 1 KITCHEN I II I 11 / II L I I I � / I I I I I I I I 1 1 UJPI �IPI���L1�IP) 1�1 e" ' 1MM _ iOl • CLG PAN WOOD WIRE W/ Y • OUTLET I 1�1 �ii:dl n f Li17 t-1 P.B. FOR-.' A.F.P.— CsARAGE-----� DOOR \\ ii. — : J \\ zuA: MOUNTED \ LIGHT W/SWITCH IN \\\ ATTIC KEYLESS FIXTURE GFl CLG. OUTLET 0140 ELECTRICAL PLAN SCALE: 1/4' • I'-®' WP Panel MAIN - A PANEL:8M8Wpertbreaker VOLTAGE: 1201240 V-1 Ph MAIN: 150 Amp M.C.B FEEDER 3. #1 Cu THNM & 1. #6 Cu (G) in 1 1(2' C. OR 3-#= AL THWN & 1. 08 Cu (G) in 1 VY' C. whe Pae a.r w.en n went Dr * armbt w.ne DeNN eon mr P#le NRn I. 1 20 EKletlorRn Ct GFIYr LUG 1200 / 2 S to all 2 20 M1Ptbn Pump 1000 ] N S p b 8 4BY A!C OU: i 0 2 110 spn. 7 11 e PANEL - A PANEL: 42 at breaker VOLTAGE: 1201240 V-1 Ph MAIN: 150 Amp M.LO. FEEDER 3-#1 Cu TIMN & 1- #8 Cu (G) in 1 1/7' C. OR 3. #ZV AL TWIN & 1. #6 Cu (G) in 1 1/2' C. wareFill] Deem o welt amiA awl wfts Deter; lion YI_r Pole wtn #12 M Sm.IIA l.me 1500 1 2 am R#e b0 2 #6 #12 20 Mlcnlww/Nootl(4F1 1800 3 4 012 20 mall lama 1500 5 a 4500 WH.,Htr 25 2 #10 #12 20 R tar 1500 7 S #12 20 and ftne ebb AFCI 1600 a 10 1200 Db ON 20 1 #12 012 m BeG GFIRn Na 1200 it 12 15M DNhwth.GFI m 1 #12 #12 20 F /HNII La AFCI 1200 13 14 5000 DryerGFI 30 2 #10 I14 15 0 Ream, Laml & Dii*ig LVb AFCI No 15 18 sw 17 18 Iwo WMw GFI 20 1 #12 N4 1 16 SD&CIO AFCI goo 1a m I" Gen Door GFI 20 1 012 9/2 1 20 8W#2&I3/8aw#2AFCI 1200 21 m I" Gen /E.tml>Lt&Rn do AFCI 20 1 #12 S ae m 24 000 omn SWe AFCI 1s 1 V4 S e 25 26 1100 O—M 8Mleewn AFG 15 1 #14 27 28 1000 .3C• Door Mr DR m 1 H2 S ... 2a 30 1000 on —.14 on 20 1 012 S eta 31 32 S oe S a 33 L sp.. S c 3e S a 3 e: 37 m S .. 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MATERIALS AND NSTALLATIONS SHALL COFPLY WiM ELECTRICAL PROVISIONS IX Two IrDIT ON r201V. LOCAL CODES. AND ALL LOCAL POSER COMPANT Fm=R@FENT& B. ALL CONDUCTORS SMALL BE TYPE TINNUTHUN LNLE" NOTED ar ElIUBE. POWER COTIPA TRAINVOR'ER PROVIDE ISO AMP, W440 VOLT, I PHASE SECONDARY. ELECTRICAL SERVICE. PROVIDE 3 9 COPPER (CW N 142" DIA SCFEDULE 80 PVC CONDUIT OR PROVIDE 3 -2/0 ALUMINUM (AU N 2" DIA SCHEDULE *0 PVC CONDUIT UNLESS GEWCE 16 PROVIDED BT THE ELECTRIC COMPANY. COOIIOMTE UITN THE ELECTRIC COMPANY PRIOR TO BID. I L I I I I e I I � I I I I YL I LED LIGHTING ® DOUBLE LAV. OWNER'S BATH PROVIDE YNO CU, THUM .IOU CU N 2' CONDUIT N VAS AL. THM v PW OI N 2' CONDUIT OR 2AS AL. & (OC OUIT TO TERMINATE ABOVE SOWT . O.•ERN( COM'ONWTION SERVOS EO AMP DISCONNECT GUTC 4 AND noA40 v0 M ELECTRIC METER IN I FMNASE NOMA 3R ENCLOSURE PATEL EOAQP NTER*YSTE1 BONDING TERMINAL AT LOU VOLTAGE COMECTIOFM 14 OI SERVICE GROLND CCT•NLCTED TO CONCRETE !INCASED POOTKR STEEL PER ELECTRICAL PRON810W OF THE RICH ALM EDITION f2011A &W' DIA X 0 FT LONOr COPPER CLAD GROUND ROD 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32780 PH: 407-774-6078 FAX, 407-774-4078 www.abdesigngroup.com 1116 AA #: 000332E a • as 3 y � m fa � h ass r aU13DIV. Se W2' ABBOTT PARK LOT #17 BLK #8 PROJECT* 04181.000-17081 MODEL• 4EAB "1672- ARIA11 GARAGE SWING: RIGHT PAGE: ELECTRICAL PLAN 160 MPH MR. C DRINT Al'E: 10/15/20 BCAL.E: 1/4"=1'-0" SHEET E1 I II I II II I II I I I II II I V-1' 11� ill - - • N -- 'v I OO I I I _J I I I • W r II it I I I � I AV - - - '-II2'-9' V-9' I 36'xbm' l 11 I � C i Ill L V. 0 -- I oo I 1 PLUMBING PLAN SCALE: 1/4 . I'-®' 2' V.T.12 2• I\ \ KOINK W/ I I I/2 lCI 1/2' AUTO VENT I 1 ( 2' V.T.R. I 2' �—I1/2' rl1/2' I it I I 1 1/2' TUB � I LAv I V2' � �'1 u2• 2. 9' WASWER I L I I LAv. 3 SAM I TO C.O. MAN z PLUMBING RISER 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL32750 PH: 407-774-6078 FAX- 407-774-4078 www.ebdealgngroup.00m L AA M: 0003325 J 1 Z k S kk 6 S o ow SUNDIV ae I.OT: ABBOTT PARK LOT #17 BLK #8 PROJECT# 04181,000-17081 moasll 4EAB "1672-ARIA" GARAGE STIMG: RIGHT PAGE: PLUMBING PLAN 160 MPH EXP. C DACE: 10/15/20 DCAI.E: 1/4"=1'-0" SKEET P1 HVAC NOTES I. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICNG, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED N NON -CONDITIONED AREAS SHALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS PAS 4 MASTIC. AND INSTALLED AS PER FW 6TH EDITION (2011) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 181 CLASS I AIR DUCT AS PER NFPA WA 2-3J 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET S. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED N ACCORDANCE TO FBC 6TH EDITION (2011) MECHANICAL CODE 603J 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC 6TH EDITION (20l) MECHANICAL CODE SECTION 403. S. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 9. ALL FIRE RATED CEILINGS AND WALLS SHALL HAVE AN APPROVED FIRE OR FIRE/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 6TH EDITION (2011) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. 11. DRYER BOOSTER TO 15E A FANTECW DBF BOOSTER FAN OR EQUAL. FANTECH DBF 11O DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK — BROKEN LINE- RETURN TRUNK BALANCING DAMPER OR OBD O CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR ® THERMOSTAT m PASS-TWM AIR GRILL NOTE: ALL HVAC TO HAVE PROPER PANS W/ DRAINS SECURE STRAP TO CONC. CONDENSER ATTIC W/ (2)-3A6'X2' TAPCCNS UNIT SIMPSON WB ROLL STRAP OR EQUAL CEILING O _ EXTERIOR WALL PLENUM T 1 AIR RETURN SECURE STRAP TO UNIT W/ (2) 4' CONCRETE SLAB OSXI 1/4' SHT. MTL. SCREWS SUCTION AND LIQUID AIR SUPPLY 1 REFRIGERANT LINES CONDENSER UNIT AIR HANDLER y CONNECTION TO PAD EXTERIOR WALL 1 3/4' PVC CONDENSATE DRAIN LINE NOTE: MAIN COND. DRAIN 3/4' DIA. OVER HEAD • 12' FROM STRUCTURE EVAP. TRAY 1 PVC SLEEVE TO LINES BELOW SLAB ? REFRIGERANT LINES TO PLATFORM RETURN CONDENSING UNIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER FBCR 6TH EDITION (2011) MECHANICAL BLDG. CODE SECTION 3012.4 HVAC DRAINS SCORIATED NICKEL FIN. FLOOR COUNTERSUNK BRONZE FL. PL. OR WALL C.O. PLUG ram. _� 'E—le FITTING OR EXTENSION TO SOIL OR WASTE AS //-- REQUIRED INSIDE SE R ES NICKEL O SAM IBRASS TOP CAULK P.V.0 OPTI/SPEC vFLOOR SLAB CLEAN -OUT (TYPN) FIN. GRADE OR PAVING SEE SPEC. 1'-8'X8' CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED NEXT. GROUND CLEAN -OUT (TYP. N NOTE: ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED AT OR ABOVE F.P.E. ELEVATION MECHANICAL PLAN SCALE: 1/4 • 1'-0' ■ 1441 N. RONALD REAGAN RLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 a O � y 9 a fA VBDM a IJOT:BBOTT PARK LOT #17 BLK #8 PROJECT/ 04181.000-17081 MODEL 4EAB "1672-ARIA" GARAGE 8wsxO: RIGHT PAGE: MECHANICAL PLAN %16 M H EXP. C PRMT DATr. 10/15, ECALE: 1/4"=1'-0" SHEET M1 ��ae�.�r�r��� 1� 2X4 TOP PLATE PLA T PRE -FAD 7 TRUSS IR' CLG. BOARD IR' DRYWALL • -tr SECURE SIT. — PLATE TO SLAB W/ IVd MASONRY NAIL M 32' O.C. MAX FIN. FLR 2X4 WOOD STUDS 024' O.G. SLAB NOTE: STUP* IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN IV O.G. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' O.G. (2)TYP. INT. WALL ( NON— BRG. ) D1 SCALE: 3/4'-P-m' FIBERGLASS SHINGLES OVER WFELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RW5.0 ON J' OA.M. SHEATHING OR;' CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT In' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 5/S' GYPSUM BOARD OR IR' HIGH STRENGTH CLG. 50ARD SEE ENERGY CODE FORMS NSULATION R-VALUES REFERENCE STRUCTURAL J.,PER ELEVATION Ir I R-4.1 INSULATION --- WINDOW ATTACFPIENT SP PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRINGSTRIPS • 24' O.C. 8' cm 1/2'GYP. WL. BD. �WOOD SASE - a-0' FIN. FLR j 41 . 4 n W/ WINDOW OPENING kl.12�L FIBERGLASS, SHINGLES OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION Rsm.0 ON J' O.S.B. SHEATHING OR I' COX PLYWOOD SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY �0'-W FIN. FLR, a n TYP. WALL SECTION OPG NOTE: PER SECTION W5.1.1 - FOR ROOF SLOPES 2:12 TO LESS THAN 4:12, A 5 1—STORY HIP BLOCK WALL (2-)--LAYER: UNDERLAYMENT SYSTEM D1 SCALE,/4'.r-® IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE II, ASTM D 49615 TYPE IV, OR ASTM D 6151 4M E 112RMYLN . aD. l 2 GAS LINE THRU BLOCK NICALE, w•.r— FIBERGLASS SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R805J1 ON I}' O.SJB. SHEATHING OR;' COX PLYWOOD SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG, GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY i,_m. TYP. ON. N• TIMCT( 2 COAT — PORTLAS7 Ca'@IT PLASTER A M D1IRCTLY TO MA/ONPr ODOR JAM PER PRDDIWT AT1W VAL RtM TO Acm REM S' 0F0 SEE MTINCTIL4u. Am bs P.T. up ATTACHM TO PILL CELL AS PER APPROVAL REM SEALANT . EAc1aR Roo 3 GARAGE DOOR JAMBS D1 SCALE: I V2',I'-0' 2X4 SPF 24' O.C. MAX. SECURE W/ (2) 12d NAILS * EA. END 2x BLOCKING BETWEEN TRUSSES FIBERGLASS SHINGLES PER STRUCTURAL DETAILS SOVER YNTHETIC FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION Rwb.I.1 ON a' O.S$. STIFFBACK AT ALL UPRIGHTS SHEATHING OR;' CDX PER STRUCTURAL DETAILS PLYWOOD SECURED PER r-m FASTENER SCHEDULE PRE-ENG WD.TRU88 TYP. MTL. DRIP EDGE OH. 2x FASCIA PER . PER ELEVATION ELEVATIONS CONT. 2x RAT RUN SECURED PER / STRUCTURAL DETAILS / VENTED SOFFIT SEE ENERGY CODE FORMS FOR INSULATION R-VALUES PRE-ENG. GABLE TRIM PER ELEVATION WEEP SCREED 5/8' GYPSUM BOARD OR 1/2' 2x P.T. SECURED PER HIGH STRENGTH CLG. BOARD STRUCTURAL DETAILS R-4.1 INSULATION 1/2' THICK, 2 COAT WINDOW ATTACHMENT AS PER PORTLAND CEMENT MANUFACTURES SPECIFICATIONS PLASTER APPLIED DIRECTLY t0 MASONRY -REFERENCE STRUCTURAL Ix2 P.T. FURRING BtRIPS • 24' O.G. I/2' GYP. WL. 5D. , CMU WOOD BABE / d a 4 n W/ WINDOW OPENING H 0'•0' FIN. FLR n TYP. WALL SECTION NO OPENING r611—STORY GABLE BLOCK WALL D1 SCALE, 3/4'-F-W 1441 N. RONALD REAGAN BLVD LONGWOOD,FLS2750 PH: 407-774.6078 FAX: 407-774.4078 wwwAbdeslgngrouP.rom AA #: 0003325 I CC N h 0 OUHDIV. & LOT III ABBOTT PARK LOT #17 BLK #8 PROJECT 04181.00 —17081 MODEL' 4EAB "1672—ARIA" GARAGE OWING: RIGHT PAGE: DETAILS %I MPH E . 1 D q�E: 10/15/20 OCALE: 1/4"=1'-0" SHEET D1 raa 2X6 P.T. • CENTER OF DOOR HEADER SECURED WV (V 14' X 8' J-DOLT WV 4' MIR EMBEDMENT WV 2' X 2' X VWWASHER 4 HOT OR Wv (2) V2' X 8' ANCHOR DOLTS IW 2' X 2' X V8' WASHER a HINT O SECURE 2x4 ON FLAT TO BLK m WV MASONRY NAILS. 2X6 *ARAW DOM 6= SECURED UP (S) 1,12' X 8' J-DOLT OR ANCHOR R BOLT6, YV W MIN. E'IOEDMENT, WV 2' X 2' X 1/S' WASHER 4 HLT, (D WITHIN 8' OF TOP, (V WITNM 8' OF THE 97M, (3) EVENLY 6PACIED. m ® 9 R 9 R NOTES= ALL ANCHORS SHALL W IN ACCORDANCE TO MMLEACTURER'S MSTALLATION INSTRUCTIONS URIERE &JCW NATRINCTION6 ALE M 6-IRI•_O T GARAGE DOOR BUCK ATTACHMENT erx6 w•.r-r CMYU Ly PXW OR VX2' P.T. NAILER Ix4 P.T. OR 0/4X4' MN. SECURE THRU FRAME 4 EXTEND 1-Y4 INTO BLOCK V W6' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I-Ys' WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING \`DOOR CASING `DOOR JAMB OR WNDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +3/4 OR +5/4 A WINDOW TO BLACK +3/4 OR +6/4 ALE= N.T.B. 2X4:m SECURE TO BLOCK W/ �(6' TAPCONS OR (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 149 WITHIN 8' OF EACH END 4 18' OZ. MAX SPACING. 2Xb:m SECURE TO BLOCK UV2-%' TAPCONS(MIN. SHAH, SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') WITHIN 8' OF EACH END 4 9• CMU 18' OZ. MAX SPACING, V DRYWALL 2X6,m a 1'X4. OR I'X2' P.T. NAILER SECURE TO BLOCK W/2-)6' OOR CASING TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y4) ATTACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. 18' O.C. MAX SPACING. NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED )1) DOOR JAMB TO BLOCK +1-1 2" i1 WDiDOIF TO HIACK +1-1 " " SCALE: N.TS. 2X4m SECURE TO BLOCK W/ VA' TAPCONS (MIN. SHANK SIZE MIN, HEAD SIZE 300 MIN. EMBEDMENT 1 Yi ) WITHIN 8' OF EACH END 4 18. O.C. MAX SPACING. NOTE: STRUCTURAL 2X 2X6m MUST ENE ON OUTSIDE 4 SECURED T SECURE TO BLOCK W/2-%* NON-STRUCTURAL URAL ' TAPCONS TMIN. (MIN. SHANK SIZE .145 EMBEDMENT MENT INTO BLOCK MN. HEAD SIZE 300 a' CR MIN. EMBEDMENT I Yi) J4' DRYWALL WITHIN 8' OF EACH END 4 IS' O.C. MAX SPACING. 1'X4' OR I'X2- P.T. NAILER 2X8x2o SEAS BLOCK W/J-%, 36' O.S.B. X 4' MIN (MIN. SHANK SIZE .145 DOOR CASIW' MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN, EMBEDMENT I Y4) ATTACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. 18' O.C. MAX SPACING. NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 49 DOOR JAMB TO BLACK +1-15 1f RINDOR TO B1ACI( +1-15/ 8 ALE. N.T . 2X4:m SECURE TO BLOCK W/ I%' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4 ) WITHIN a, OF EACH END 4 NOTE: STRUCTURAL 2X 18' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2Xbm SECURED THROUGH SECURE TO BLOCK W/2-%' NON-STRUCTURAL ')f6' TAPCONS TAPCON MIN. 1-Y4 (MIN. SHAH, SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') 9• CMAJ WITHIN 8. OF EACH END 4 Jf• DRYWALL IB' O.G. MAX SPACING. 2X8.� I'X4' OR I'X2' P.T. NAILER SECURE TO BLOCK W/2-%' CABINCs TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y4) ATTACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. IW O.C. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +2 1 }' (D WINDOW TO BLOCK+2 1 4 �SCA E. KT . 2X4m SECURE TO BLOCK W/ Vo' TAPCONS (MIN. SHANK SIZE A45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN 8' OF EACH END 4 NOTE, STRUCTURAL 2X 18' O.C. MAX SPACINCs. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK W/2-y .NCH -STRUCTURAL TAPCON MIN. 1-Yi (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE .300 . CI IU MIN. EMBEDMENT I Y4) ' DRYWALL WITHIN 8' OF EACH END 4 2' I'X4' OR VXP.T. NAILER 18' O.C. MAX SPACING. 2X8® SECURE TO BLOCK WR-%' TAPCONO DOOR CASING (MIN. SHANK SIZE A45 MIN. HEAD SIZE 300 MR EMBEDMENT I Y4) DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER IV O.C. MAX SPACING. MANUFACTURES DETAILS. xem NNIP1 A6 N64P ro:1Y! JM lOe xe1 � rwN DOOR JAMB TO BLOCK +3" E 8C E= N.T.S. 2X4m SECURE TO BLOCK W/ 4)(H.' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN a' OF EACH END 4 NOTE: STRUCTURAL 2X 18' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK WV2-%' NON-STRUCTURAL %' TAPCON$IMIN. SHAY, SIZE TAPCCN MIN. I-Y4 .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y49 9• CM 8' OF EACH END 4 Y). DRYWALL IS.O.C. MAX SPACING. 2Xdm Q I'X4' OR I'X2' P.T. NAILER SECURE TO BLOCK Wt2-9(6' 2X SECURE TO TAPCONS(MIR SHANK SIZE STIUCTURAL MEMBER J45 WK2)I2d WITHIN 8' OF EACH MIN. HEAD SIZE 300 END 4 b' TO 8' O.C. MAX MIN. EMBEDMENT I Y49 OOR CASING WITHIN 8' OF EACH END 4 DOOR JAMB OR WINDOW 18' O.C. MAX SPACING. ATTACH TO 2X PER MANUFACTURED DETAILS. NOTE. $HIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +3" F +" ALE= N.TJ3. 2X440 SECURE TO BLOCK UW4' TAPCONS(MIN. SHANK SIZE 145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 NOTE: STRUCTURAL 2X WITHIN 8' OF EACH END 4 MUST BE ON OUTSIDE 4 10' O.C. MAX SPACING. SECURED THROUGH 2X6m NON-STRUCTURAL �{6' SECURE TO BLOCK WA-1/4' TAPCON MIN. I-Y4 TAPCONWMN. SHANK SIZE EMBEDMENT INTO BLOCK .145 MIN. HEAD SIZE 300 a, cm MIN. EMBEDMENT I Y49 )i' DRYWALL WITHIN 8' OF EACH END 4 IS' O.C. MAX SPACING. 'X4' OR 1'X2' P.T. NAILER 2XSm a SECURE TO BLOCK WA-1/4' 36' OA.B. X 4' MIN. TAPCONS (MIN. SHANK SIZE .145 DOOR CASNG MIN. HEAD SIZE .900 MIN. EMBEDMENT I Yi) DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER 18' O.C. MAX SPACING. MANUFACTURES DETAILS. xom 4xM Y r®o ro nu�.ws =oo nor oc®x•� DOOR JAMB TO BIACK +3-7/16' 01f TO BLACK +3-7 18" G SCALE. KTA. 2X4= SECURE TO BLOCK W//4, TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 WITHIN 8' OF EACH END 4 NOTE, STRUCTURAL 2X IVOZ. MAX SPACING. MUST BE ON OUTSIDE 4 2Xbm SECURED THROUGH SECURE TO BLOCK WA-1/4- NON-STRUCTURAL j(6' TAPCONS TAPCON MIN. I-Yi (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 3" MIN. EMBEDMENT IV) 8' CM WITHIN 8' OF EACH END 4 A' DRYWALL I8' O.G. MAX SPACING. I'X4' OR I'X2' P.T. NAILER 2X84m SECURE TO BLOCK WA-1/4' ' P.T. X 4' MIN. TAPCONS OOR CASNG (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 TTACH TO 2X PER 18' Or -MAX SPACING, MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BIACK +3 3/4" H KTO C +33 4' SCALE, RT 1441 N. RONALD REAGAN SL LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.com L AA N: 0003326 KKtill W 7 = h SUBDIv. as LNOT: ABBOTT PARK LOT #17 BLK #8 PROJECT# 04181.000-17081 MODELS 4EAB "1672-ARIA" GARAGE 8WING: RIGHT PAGE: DETAILS 16 PH EXP. C 410LAD A ABOY MCRA L AR NO 9323 J DATE 1 /20 SCALE: 1/4"=1'-0" SKEET D2 PRODUCT APPROVAL LISTING -STANDARD PRODUCT APPROVAL LISTING SHINGLE (STANDARD) - - - - EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 23872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 22/31/2020 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/32/2020 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10441.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR W31/2020 11496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2027 FBCR 12/31/2020 10860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 21496.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11495.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR W31/2020 10442.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13904.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10531.20 SIMPSON STRUCT. COMP, WOOD CONNECTORS 2017 FBCR 12/31/2020 10531.16 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2027 FBCR 12/31/2020 10655.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2017 FBCR 12/31/2020 FL 23352 PLYGEM PANEL WALLS SOFFIT 2017 FBCR W31/2020 FL 12019.1 KAYCAN LTD. PANEL WALLS EXT. SOFFITS 2017 FBCR 3/2/2030 FL16SO3.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2017 FBCR 3/2/2030 FL18644.2 MI WINDOWS & DOORS FIXED GLASS 2017 FBCR 11/18/2022 FL17676.10 MI WINDOWS & DOORS SINGLE HUNG 2017 FBCR 12/31/2020 FL 153324RS MI WINDOWS & DOORS SLIDING GLASS DOOR 2027 FBCR 12/31/2020 FL#15353-R4 MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS 2017 FBCR 12/31/2020 FL#15353-R4 MI WINDOWS & DOORS WINDOWS VERTICAL MULLIONS 2017 FBCR 22/31/2020 FL15076.1-R5 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2017 FBCR 12/31/2020 FL 5684.2 - R7 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 1527920-R4 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 35279.2-R4 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5891.3-116 THERMA-TRU EXT. DOORS 6'-B" EXTERIOR DOOR 2017 FBCR 1Z/31/2020 FL 7347.2 THERMA-TRU EXT. DOORS 8'-0" EXTERIOR DOOR 2017 FBCR 12/32/2020 FL 7630.2-R7 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR w/SIDELITE 2017 FBCR 3Z/31/2020 FL 9223.5 - R7 THERMA-TRU EXT. DOORS SWINGING EXT. ONE LITE DOOR 2017 FBCR W31/2020 FL5891.4-R5 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR 12/31/2020 FL 10758.1-117 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 12/31/2020 FL15216.1-R7 OWENS CORNING - RHINO U20 ROOFING UNDERLAYMENT 2071 FBCR 12/31/2020 FL 3792.2 LOMANCO, INC. ROOFING ROOF VENTS 2017 FBCR 12/31/2020 FL 10477.1-115 JAMES HARDIE BOARD SIDING 2027 FBCR 12/31/2020 FL 13192.1-R5 JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 13223.1-R4 JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL1326S.1-R3 JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 7006.1-R9 IKO SHINGLES 30 YEAR 2027 FBCR 9/6/2021 FL158.1 CASTCRETE STRUCTURAL LINTELS 2017 FBCR 5/21/2022 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2017 (6th EDITION) BUILDING CODE INFORMATION SYSTEM @ WWW.FLORIDABUILDING.ORG CONTROL DATE: 10/06/2020 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774.6078 FAX 407-7744078 www.abdesigngroup.com L AA #: 0003325 b aumty a IS ABBOTT PARK LOT #17 BLK #8 Pnoillom 4181.006-17081 moDsma 4EAB "1672-ARIA" 0A %A0Z 8Wn40: RIGHT PA03h PRODUCT APPROVAL LISTING 160 MPH EXP. C OL MLD WMIWD . rf, A OLrow.a - rr. A 2. aMAM. R.a &OKAss.n.c OLRXD .YIAIWp. �.A 2. ONAN . W4. a ® L ra.D W■iYWD . rf. A 2. CPMA60 . Pr.a a. cPWAss . Fc c a row n. e o I-T. a T6L Ff. c TOYam eDTTa,2L.nse .a morrcm K.ANW ~�� WATR TpIR MAL. FOLD, QQ bm art. T aulEw A V2.2 GMT ® KIC KO UT DETAIL )mIG 1-1wmlm" Gan L. ym 4 :0 M2A Owxv aWLT) "M.Na n.4" woo ax,o.oR � I ... WALL. MAO" x I DaTAW \ s �R Taco DR "' .�`wLwo 0 .ci'0 T mom . WYLLL W761WBCTIatl WOOD SHEATHING OR CMU WR5 LAYER "I, STUCCO WRAP (FRAME ONLY) J' THICK 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WRB 4 TAPE OVER anr�nuel i 4! QFFr] z 5'X5' 'L' TYPE CONTINUOUS L GALV. METAL FLASHING Z z (NAIL TO ROOF DECK, NOT WALL SHEATHING) -- CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.T.S. LEGEND DRAINAGE PLANE (UWRB LAYER 1*1, STUCCO WRAP) UWRB LAYER 02 (FORTIFIBER --- --- — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO SELF-ADHESIVE FLASHING — — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R-103.1.1 / ASTM C-641-09, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH:407-7746078 FAX 407-7744078 www.abdesigngroup.com AA N: 0003325 • GI ii K ass SUBDM & LOT: ABBOTT PARK LOT ##17 BLK ##8 PROJECT* 04181.000-17081 MODEL: 4EAB "1672-ARIA" GARAGE 8MWO: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 WH EXP. C LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — • — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R"703.1.1 / ASTM C-641-0% MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH b' SELF ADHESIVE OVER TOP t SIDES SELF FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT TOP t SIDES 6B DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH• PIPE THROUGH WALL 1 b' SELF ADHESIVE — FLASHING (INSTALL PER MANUF. SPECS.) BUILDING PAPER — UNDER 'QUICK FLASH' CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION A VENT PENETRATION STUCCO WRA , SCALE, N.T.E. STUCCO WRAP ELEC. METEF VERIFY LO HICCfi ICJ iCCG.0 1 YC STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION WOOD SHEATHING APPROVED HOUSEWRAP BELOW ELEC. METER FIELD VERIFY LOCATION CUT SUCH TWA4M NO MEMBRMIE ENTERS BOX, APPLY STUCCO SCRATCH COAT APPLY TO FA EDGE AND ONE lU LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOGYANOTE-POLYBLEND FOAM C'GREAT STUFF' OR SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES APPLY E-Z BEAC OVER b® MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION WOOD SHEATHING MM LAYER M, STUCCO WRAP W I5 LAYER 02, FORTIFISER BUILDING PAPER METAL LATH VS' TEXTURED FNIOW • WOOD -FASTEN TO WOOD STRUCTURAL MEMBER • T' O.C. MAX xzem u .YNG v "N., * M., 7B HORIZONTAL WEEP SCREED FRAME TO BLOCK) 8' WRB LAYER M, STUCCO WRAP CUT 'X' INTO SELF -ADHERING /Xt MEMBRANE FLASHING APPLY SELF -ADHERING 77 MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRS LAYER h STEP #1 STEP #2 WRB LAYER 01, STUCCO WRAP 6 APPLY 60 MIN SEE GRADE 'D' FELT ® MEMBRANE FLASHING OVER SELF-ADHERNG FLASHING OVER APROVED HOUSEWRAP WRB LAYER e2, "TIMBER BUILDING PAPER STEP #3 STEP 114 ELASTCMERIC COATING OVER STUCCO/ C.v. FINISH (SEE TYPICAL WALL lio SECTION) •o e• e� .e o e.o •o eo METAL LATH STEP #5 STEP #� OELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD LONGWOOD,FL3275D PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com ` AA M: 0003325 J a 4 t� 4 SVHDIV. Z LOT• ABBOTT PARK LOT #17 BLK #S PROJECT* 04181.000-17081 MODZIU 4EAB "1672-ARIA" GARAGffi 91117NO: RIGHT PAGR: WALL ASSEMBLY DETAILS 160 PH E C LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — — - — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD 5HEATHING SELF-ADHESIVE FLASHING — — — — — k 2 1/2' CORNER BEAD (FASTENER a SPACING ® 7' O.G.) CMU % THICK, 3 GOAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY � R\CORNER BEAD � BLOCK 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407-7748078 FAX: 407-774-4078 www.abdeslgngroup.com AA #: 0003325 6 �aU�if a C svaDIV de LOT: ABBOTT PARK LOT #17 BLK #8 PRoJECTp 04181.000-17081 MODEM 4EAB "1672—ARIA" GARAGE sr/DNG: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 H DR. C n TE 10/15/20 sCALE: 1/4"=1'-0" DIMET WA.3 11000, fIWJCT BEYOND v %IOOD ONEATNI U.EATI,ER RESISTIVE BARRIER �OIOTIVE \\ BARRIER I�ERy� 2� /✓/� � IWOxIEVEALP OIDI \ "IEP"6 /// 1 M-464HO a aU PLAS 1�OIG-ADNCRI f j U"TmptRRIER "MOTIVE / STARTER \ \� �\ WAA TWEER RESISTIVE STRRIP \\\ OW-ADMIRINGISR RAOWING GALVT7 METAL GALV'D METAL 'Z' FLAO4II 'Z'PLAONI Om TRIM MEMBER � �X T7 �' BRfJLA�p TRM MEMBER OR APPROVECLAP D SEALANT ClAsm \` t SIDING TO STUCCO BLOCK TO FRAME �„� TRANSITION NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-0% MIN. 2.5 LBS. PER 80. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) salr� ipICTION v— Wom ONEATTII &AAMEN IM�SIOTIVE 11lHERRESIOTIVE ��J((.. / / U40'Xltl.'YVEAL ORDI� /// \ PSI RI BOARD 4 BATTEN QdQ FLAOM �RI L \ � U SAIII ER �&OTIVE STARTER STRIP / \� \\ UBA TWER RESISTIVE 1 i' SELF-ADNERI J PLAOMI \ — GALVD METAL GALV'D METAL 'Z' FLASNING Z' R.ASMI WiRDIE TRIM PER ELEVATION � � OBA2 / \ ""DIE TRIM PER ELEVATION OR APPROVED SEALANT MAGINS \` SIDING TO STUCCO ® BLOCK TO FRAME 24 .TRANSITION LEGEND DRAINAGE PLANE (WRB LAYER "I, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO SELF-ADHESIVE FLASHING — — — 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32700 PH: 407-7748078 FAX: 407-7744078 wwwAbdesigngroup.com AA Y: 0003326 AN W1 Irk T` aunDiv. de LOT: ABBOTT PARK LOT #17 BLK #8 PROJECT# 04181.000-17081 MODEU 4EAB "1672- ARIA" GARAGE 9WMG: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C 2x6 SUB-BANb W/I'x4' NOTCH a END, WRAPPED IN PEEL 4 STICK DRIP EDGE 1\ -1/8' TEXTURED I FINISH a WOOD 1/2' TEXTURED FINISH a CMU METAL FASCIA \� WRAP Ye' FROM STUCCO, 1' FROM WOOD WALL EXTERIOR WALL (FRAME OR CMU) 1A3, TEXTURED FINISH • WOOD, I!2' TEXTURED ' FINISH a CMU x METAL LATH x x x x x x x x METAL FASCIA WRAP - WOOD SHEAT14MG x x x x x x OR CMU U1R8 LAYER 01, x x x x x x I STUCCO WRAP (FRAME ONLY) x x x x x x x x x x x x UM LAYER @, FORTIFIEIER x x x x x x x x x x x x x �F IRE 'or7�R x x x x x x x x x x x x x FRAME OR CMU 2X6 BUD DAND ROOFNG CEMENT x x x x x x x x x x x x x x x x x x x x x FELT PAPER DRIP EDGE x x x x x x x x x x DRIP EDGE METAL Kiuc our x x x x x x x x x x x x x (REFERENCE POINT F!_ I I�l © FLAN ONLY FOR WALL OFF x SET OF COMPONENTS) �\ NOTE: NOTCH FOR 2X6 SUB BAND ONLY ROOF KICK OUT REMOVED \\ �� FOR CLARITY \� ROOF DECK (BEYOND) ` DRIP EDGE, i' OFF WALL XNOT INTO STUCCO) 11/8TEXTURED FINISH a iWOOD, 1/2' TEXTURED SUB BAND DETAIL ® WALL FINISH a CMU 2x6 SUB -BAND W/I'x4' NOTCH a \ END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL 3+ x X.. �.. x x x x x x x x x x x x x x x x x x . 4• PRE-ENG'D TRUSS TO BE CUT a x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x WALL LINE TO AVOID CONTACT x x x x x x x x x x x W/TEXTURED FINISH x x x x x x x x x x 2'x4'x4'-fd' x x x x x x x x x x SCABBED TO TRUSS x x x x x x x x W/12d NAILS 6'-8' x x x x x O.C. MAX. x 2x SUB -BAND W/14'x4' NOTCH a END .I I METAL FASCIA WRAP ©f=L,4N DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL W/KICK—OUT METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%'x4' NOTCH a END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY ill OR CMU .L KICK -OUT FLASHING T PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND WAYx4' NOTCH a END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY i441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-7748078 FAX 407-7744078 www.abdosigngroup.com AA #: 0003326 1 � � 40 IE auDDIV. Z LOT ABBOTT PARK LOT #17 BLK #8 PROJECT* 04181.000-17081 MODEL' 4EAB "1672— ARIA" GARAGE OWMG: RIGHT PAGE: WALL ASSEMBLY DETAILS: SUB —BAND %160 H EXP. C CONC. AB Y 4 _ _ _ FM-12) — — — — — — — —3 _ FM-12X12 _ 4" CONC. I� SLAB i zo ;mo I 3 1/2" -' 0- F-24X24 ILL 9'-6" 2'•6" I i 10 i FM•12X18 4" PVC CHASE i T- i� 4 TOP OF I SLAB 1" PVC CHASE / m u FOR ELEC. ISLAND i I i/ i' 19' 0" i' i 19'-0" ap / � 4 I I a 0 a y EXTEND I SLAB 1 1/2' TE1------�. ----- .4,751/2" v N I I 5 17'$" I I I I. I I LL I EXTEND /2" SLAB2 FM-12X18 F 4 CONC. � I 6" � ' I SLAB $ 15 6" 3,1" I cS +-31/2" m L I� J 1 W r 2 FMC-12X18 Lt 71/2" 1 1.1 FMC-k 4FM-12X18 — — — FIM12X12 16'-0" FOUNDATION PLAN SCALE: 1/4" = V-0" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +-O'-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +4-0", SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES, TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.OINDICATES #5 BAR, WINDICATES #6 BARMNDICATES #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 A.C.I. 530.13/ASCE 5-13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530-13/ASCE 5-13, USING: Fm = 2,000 PSI, TYPE "M" OR-S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER i OF SLAB SUPPORTED 3'-0" O/C MAX. SEE PLAN FOR W WM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 6th EDITION SLAB SCHEDULE SLAB I THICKNESS I REINF. REMARKS 6x6 W1.4xW1.4 OVER GENERAL 1 3 1/2" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION, WITH 30" LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT FMA2x18 12" CONTINUOUS 18" - - (+)0'-0" FMC-12x18 12" CONTINUOUS 18" #51N CURB VARIES F-24x24 24" 2C 12" s t#5's (-)0"-4" FM-12X12 12" CONTINUOUS 12" - TE-1 8n SEE PLAN 8" - (- 0•� 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngmup.com L AA #: 0003325 Y a sUBDIV as LOT: ABBOTT PARK LOT #17 BLK #8 PROJECT* 04181.000-17081 MODEL: 4EAB "1672-ARIA" GARAGE 8WING: RIGHT PAGE: FOUNDATION PLAN %160 MPH EXP. C 30" MIN. EACH WAY MONOLITHIC FOOTING g STEEL REINFORCING IN GROUTED STEEL REINFORCING IN GROUTED pr — Q CELL SEE PLAN FOR SIZE AND Q tl O > CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS I i �.. v '�c y SPACING REQUIREMENTS C - GARAGE DOOR W 03 U Lu v 1 n rd/w ^ RECESS m0 va K 1.: 61':� FM g� N Q w B" 0 to i 8"CMU WALL O 8" CMU WALL II , .I CORNER BARS, SAME SIZE AS LARGER BAR w IN FOUNDATION WITH 30" LEG EACH w U -0' WAY AT ALL CHANGES IN DIRECTIONS vlMATCH N to TOP OF SLAB TOP OF SLAB I ... SO THAT THE STEEL REINF. IS CONTINUOUS• AMOUNT OF CONTINUOUS BARSCURB FOR EXT. PORCH SLABCHAMFER SEE SLAB SCHEDULE' 48 BAR DIA. (1-STORY) -VARIESILMASONRY ' •- SEE SLAB SCHEDULE TOP Of GARAGE LLZE ' 'v CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE UNITS SET /p. AT ELEV: W/1l2" ISOLATION VANDBARQUANTITY CHAMFER (2STORY) 18"EXT. PORCHI 4"CHAMFER (1 STORY) 0'-0" JOINT (WHERE #4 44� W/ 1/2"ISOLATON 1 . -' 8"CHAMFER (25TORY) APPLICABLE) i SCHEDULE 30" JOINT (WHERE APPLICABLE) i Is ---"'Is EE SCHEDULE#5 ?WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING XD, BAR SIZE 36 FOR WxD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AND BAR QUANTITY NUMBER OF BARS (is, 2 TO 3, PROVIDE 2 BARS), UNO EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE scALE:3a"=1'-a' 2 @ GARAGE SCALE:3/4"=1'-T 3 CORNER BARS DETAIL 4 DOOR OPENING SCALE: 3/4"=V-0" SCALE: 3/4"=1'-0" LAP TOP PLATE A MIN. OF 48" LAP TOP PLATE A MIN, OF 48" AND NAIL W/ 16d COMMON AND NAIL WJ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT HEIGHT NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN LAP TO OCCUR OVER STUD OF WALL PLAN w p a I 2z4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP 2x4 OR 2x6 W000 BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE 2" CAPPED > NEW REINF. BAR No 2 STUDS SEE PLANS FOR SECURE ST. PLATE TO SLAB WI PLANS FOR SPACING. SINGLE GALVANIZED PIPE O d SECURED W/ 2-PART SPACING. SINGLE BTM. PLATE WEDGE ANCHOR W/ 2" BTM. PLATE TO BE PT. WIFLANGE @ BASE a g EPDXY. MIN. EMBED TO BE PT. PROVIDE DBL. TOP WASH WASHER SET IN HIGH STRENGTH PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO J Q 8", UNO PLATE EPDXY 5-1/2" EMBED. MIN. @ 16" OC SLAB W/tOd MASONRY o Q O FOLLOW ALL MANE. SIMPSON SPH4 OR SPH6 MAX,_ NAIL STAGGERED, 9 SPECIFICATIONS FOR N Q BTM AND TOP PLATE T'OO/C ADDITIONAL METAL USE AND I ANCHORS W/ 10d x 1 1/2" CONNECTORS NOT SECURE FLANGE TO I=- m PREPARATION OF O v COMMON NAILS FILL ALL REQUIRED WHEN NO SLAB WJ(4) 1/4" X 2 1/4" HOLE. w O HOLES, DO NOT USE 10d W N UPLIFT IS PRESENT. LLI JLTAPCONS x T, SEE SLAB SCHEDULE SEE SLAB SCHEDULE m 9�0 _ +0 G +00 TOP OF SLAB TOP OF SLAB ° ` 4" CHAMFER (1STORY) •: • 6" CHAMFER (2-STORY) a.�_ + \� _ .r—e . EQ. EQ. SEE SCHEDULE EQ. EQ. EE SCHEDULE FOR WxD, BAR SIZE FOR WxD, BAR SIZE 5 BOLLARD ADDING BAR TO AND BAR QUANTITY AND BAR QUANTITY MONOLITHIC FOUNDATION _, INTERIOR CURB FOUNDATION WOOD WALL K $INTERIOR CURB FOUNDATION WOOD WALL 6 s°ALE:3/a"=r-0" (NO UPLIFT) SCALE:3/4"=1'-0" scALE:3ra"=''-0" (W/ UPLIFT) LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON STEEL REINFORCING IN GROUTED NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT CELL SEE PLAN FOR SIZE AND LAP TO OCCUR OVER STUD OF WALL W/ PLAN SPACING REQUIREMENTS i 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE SECURE ST. PLATE TO 0 a BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SLAB W/10d MASONRY NAIL Q w m 16" 0/C STAGGERED. ADDITIONAL METAL U d CONNECTORS NOT 8"CMU WALL REQUIRED WHEN NO UPLIFT IS PRESENT. b� i +- U'-� POURED LINTEL CONT. (TYP.) 8" CMU FILLED CELL (TYP.) TOP OF SLAB SEE SLAB SCHEDULE la _ 2X WALL FRAMING • SEE SLAB SCHEDULE 1/2" DIA. SIMPSON STB2 BOLTS 5" +- 0'-0" i s MINIMUM EMBEDMENT INTO TOP OF SLAB 'a• "ISOLATED'.COLUMN PAD GROUTED CELL, 4" FROM ENDS AND _ to CENTERED UNDER WALL AND 16" O.C. VERTICALLY MAX POURED MONOLITHICALLY WITH °� ' -- - - FOUNDATION AND SLAB SEE SCHEDULE SEE SCHEDULE -i-y' FOR WxD, BAR SIZE FOR WxD, BAR SIZE AND BAR QUANTITY AND BAR QUANTITY COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO INTERIOR FOUNDATION WOOD WALL FOOTING AND COL. PAD 1BLOCK WALL CONNECTION (NO UPLIFT) S SCALE:3/4"=1'-U' 1 SCALE:3/4"=1'-T 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32780 PH: 407-774.6078 FAX 407-774,4078 W W"bdesigngroup.00m L AA #: 0003325 14 • o 64 BUBDIV-IAT, ABBOTT PARK LOT #17 BLK #8 PROJECT# 04181.000-17081 MODELc 4EAB "1672-ARIA" GARAGE SVM90: RIGHT PAGE: DETAILS 160 PH EXP. C 1441 N. RONALD REAGAN SL LONGWOOD, FL 32780 PH:407-774-6078 FAX: 407-774-4078 wwwAbdeslgngroup.wm L AA #: 0003325 � cki SUDDIV. & I.OT: ABBOTT PARK LOT #17 BLK #8 PROJMCT# 04181.000-17081 MODEL 4EAB "1672-ARIA" GARAGE 9WING: RIGHT PAGE: DOWEL PLAN 160 PH EXP. C DOWEL PLAN SCALE: 114" = V-0" TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK GROUTED BOND BEAM O CLEAN OUT REQUIRED Q FOR INSPECTION a0 ' d-0" FIN. FLR. •a a TIE ER TICAL REBAR TO HORIZONTAL • REBARW/10"HOOK BAR SIZE 48 BAR CIA. ZLU #3 18" #4 1. M U #5 30" #6 36" #7 42" HORIZONTALNERTICAL REINFORCING (D SCALE: 3/4"=1'-0" EXT. PORCH SLAB W/ 1/2" ISOLATION JOINT (WHERE APPLICABLE) 6" PVC CHASE — THRU FOOTING Z STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND 0 ( SPACING REQUIREMENTS mW J. IL Z S' CMU WALL O 0 M I ' SEE SLAB SCHEDULE 4" CHAMFER (1-STORY) 6" CHAMFER (2STORY) Is Z MATCH STEEL REINFORCEMENT PER SCHEDULE SEE SCHEDULE FOR WXD, BAR SIZE AND BAR QUANTITY PVC CHASE 4 THRU FOOTING SCALE: 314"=1'-0" TOP OF SLAB q' TOP OF 3LAB BAR SIZE 48 BAR DIX f > a #4 24•' — ia #5 30" #6 36' 6" PVC CHASE THRU FOOTING #7 42" MATCH STEEL REINFORCEMENT PER SCHEDULE #5 BARS CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 327B0 PH: 407-774-6078 FAX: 407-7744078 www.abdeaigngroup:com L AA #: 0003325 J 04 04 a I: d UaFjC ^J e J h V C ITIh ou O SuHDIV. at i.O'P: ABBOTT PARK LOT #17 BLK #8 PROJECT# 04181.000-17081 MODZIA 4EAB "1672-ARI9' GARAGE 81►MG: RIGHT PAGE: DETAILS %160 MPH E . C FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETAL20 WI (14) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 112" 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. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). S. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT, 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0', FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK DE8CSIZE S, UP`rIOP1 REMARK 01 1 (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 (psi) SIZE REINFORCEMENT REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 8x8 (1)#5 N/A GROUTED SOLID SAFE LATERAL LOADS FOR SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT SAFE LOAD PLF TYPE NH w+48 Visaeneae ermae evs44s ersee erase TYPE _.._ I _— -I rm� LENGTH 3'0 M PRECAST 2231 4'4r (4n PRECAST 1905 #-r (54') PRECAST IBIS F4' (44-) PRECAST 11217 F-10' cm PRECAST 1002 Fa (M PRECAST SOS r4r (M PRECAST 743 9W (112') PRECAST 94 10'4P (12n PRECAST 475 11'4- (131r) PRECAST 362 17-W (144') PRECAST 337 13.4- (IM PRECAST 296 14'0 (11in PRECAST 279 1P4' (178') PRESTRESSED N.R. 194' (1841 PRESTRESSED N.R. 1r4' (ml PRESTRESM N.R. IV"P (2321 PRESTRESSED N.R. 21'4' CAn PRE N.R. 22-V R841 PRESTRESSED N.R. 2B-0' PRE8TRE88® Om�00l0 �omoomov �Eii,7E90000 mo��oo mmmo�ov m��000m 0m000 �mov000 OmIDODmO ommao oo®o©oo oomoo�Q! oomoomv oom�aomo oom�000 0�00�00 ©ommm�o �101000®!0 ��000m0 ���010�10 0 r■7. ©00(0� ®�0m00� �10�0000 ���0000 O101010000 �0I0�000 0��0®00 0�00� (0�(00100� N.R. 129 1 am 1 4e0 1 ee4 1 04 1 1002 1 12U (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REEIAR. -ALL VALUES TAKEN FROM Wn LOAD TABIF.B' BY CASTCRETE MAY 2015 EDITION • ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS 3'4{' (42') PRECAST 10251 107A 1 1058 C-T (4B') PRECAST 785 783 13D9 4'4T" (54') PRECAST 592 W 1073 6W (541 PRECAST 411 411 745 F-10' (70') PRECAST 340 330 618 For (78') PRECAST 6m 721 400 r-V W PRECAST 424 634 SIG S4' (114) PRECAST 325 512 230 104r (128) PRECAST 264 401 180 1111'4- (138') PRECAST 250 452 164 Ir4r (Iu.) PRECAST 244 402 137 IT-0 (16n PRECAST 217 324 110 W-W (18n PRECAST 205 203 100 14'4r (IM PRESTRESSED N.R. 264 91 ISC (184') PRESTRESSED N.R. 259 83 lr4' (2M PRESTFIERM N.R. 194 64 1W-C (232') PRESTRESSED N.R. 748 fit 21'4' (2 n PRT$IAISS® N.R. iffi 42 2Z0 W) PRESIREIB® MR 110 40 24'4r Mn PREBIRWED N.R. 1 91 33 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 6mr-69BIB I SAFE LOAD - POUNDS PER LINEAR FOOT �+DD�O�mO I�mroom©oro', I�O!Ol00©®0, m�0�0®D�i �m�©roomo !0@C�1Q'm1Q"�11', om®room© ©i1=7®0©00 .., oo®mmom oo�m��aoo 0Q!'Q9Gl1Q'!0 I Q!', ®®o�r�!rsra�cr+ (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. • PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE -PROVIDE MINIMUM 4.OF WARM PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE #: 1"126.03 LIFT BEAM PLAN SCALE: 114" = V-0" 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32780 PHc 407-7746078 FAX 407-774-4078 www.abdesigngroup.com AA #: 0003325 all 4 W ,0 SVHDIV, dt LOT: ABBOTT PARK LOT #17 BLK #8 PROJECT# 04181.000-17081 MODEL: 4EAB "1672-ARIA" GARAGE 8WWC : RIGHT PAGE: LIFT BEAM PLAN AND NOTES %160 MPH EXP. C #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR WI 10" HOOK - TYPICAL #5 BAR IN BOND BEAM CORNER REINFORCING OF BOND BEAM 314"=1'-0" NOTES TO THE INSPECTOR/CONTRACTOR TYP. a"xe" 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM m 1#5 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. PLACE STEEL 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING V\ REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. n16'. co 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM OJT COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL / TOP FORCIOF TE G FORTHE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP.-- PF'F�� 8xl 6 DEL. BOND TOP OF BEAM W/ (1) 5 BAR BOND BEAM •\Q EACH COURSE TOP OF G 8X8 BOND BEAMTBOND�OF • OQti�\a WI (1) #5 BAR.� _ BOND BEAM30" I \Y\U = U1NfED WD/GROUTGROUT SOLID FRTOP NOMINAL LINTEL TO TOP OOF OPENINGWIDTH # OF #'5'S, IN 2ND BOND BEAM, IF FILLED BEAM COURSE SEE NOTE 56-1 T/1 M/ B 8x8 PRE -CAST C�NOMINAL�LENGTH OFLINTEL W/ IBARAR MASONRY #OF#5'S,TOP BEAM DESIGNATION Q HEIGHT OPENING - 2"IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE OR THATXFXX- 1TMWOS INDICATES A DOUBLE BOND BEAM #OF#5'S, BOTTOM 8x8 PRE -CAST CAND XFXX- 1T/OM/0B INDICATES A SINGLE BONDBEAM PLACED IN LINTEL LINTEL, W/O STERITIS THIS ENGINEER'S INTENTSCALE: ANOXUXX - lTllM/OB INDICATESA DOUBLE BOND BEAMABOVE UNFILLED TO PLAN FOR LOT P LINTEL OF OPENING AND XUXX- 1T/OM/OB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) DBL, BOND BEAM AT HIGHER ELEVATION 2x4 (MIN 2 X 3)1-3/16 TAPCON OR DRIVE PIN (MIN SHANKSIZE.145 MIN HEAD DBL. BOND BEAM SIZE .300 MIN EMBEDMENT 1 AT LOWER ELEVATION WINDOW A- 111.) 8" FROM EACH END AND 18" O.C. MAX.I #5 BAR BENT AS SHOWN P EM EDMENT 2x6 2 X 3) 2-3/16 TAPCON (MIN OR DRIVE PIN (MIN SHANK PRE -CAST .3 1YS` SIZE.145 MIN HEAD SIZE .300 WINDOW � MIN EMBEDMENT 1 1/4") 8" SILL FROM EACH END AND 18' 'v SLOPE O.C. MAX. MIN 1-114" 4 n EMBEDMENT 2x8 (MIN 2 X 3) 2-3/16 OPEN FACE SHELL SO TAPCON OR DRIVE PIN (MIN AS TO ALLOW BENT SHANK SIZE.145 MIN HEAD BAR TO BE PLACED IN SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING UPPER AND LOWER BOND BEAM #5 MIN. REQUIRED IN 1/4") 8" FROM EACH END AND SECURE TO SHEATHING W/ EACH CELL HOOKED IN TOP BOND BEAM W/ 18" O.C. MAX. MIN 1-114" MIN. 2-12d PER BLK. EA. END EMBEDMENT STANDARD ACI HOOK 7H6" OSB SHEATHING CORNER BARS TYPICAL MASONRY WINDOW CMU WALL AT CORNER STEP SILL CONSTRUCTION ARCHWAY FRAMING DETAILS 3 4 111T=l'-0" 5 SCALE: 314"=1'-0" SCALE: v PROVDE 3" DIA. HOLE IN LINTEL SO THAT VERT, REINF. BAR CONTINUES THROUGH LINTEL, I I s I s— I SINGLE #5 CORNER A BAR, 3OX30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM U SX8 CMU PIER PROVIDE ifs BAR W/ SINGLE OR DOUBLE REINF. BAR(S), AT EACH SIDE SEE PLAN. / STEEL REINF. OF OF ELEVATION ENSURE THAT PIER GROUTS BENEATH BOND. BEAM CHANGE LINTEL. CHANGE IN ELEVATION OF BOND BEAM 7 SCAL 4"=V-o" : SINGLE LINTEL, MULTIPLE OPENINGS 6 SCALE: 3/4"=l'-0' 1441 N. RONALD REAGAN 81 LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com L AA #: 0003326 A • BVSDIV & LOT ABBOTT PARK LOT #17 BLK #8 PROJECT* 04181.000-17081 MODEr- 4EAB "1672-ARIA" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH E C FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETAL20 W/ (14) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 WI (8) 10d x 1 1/2" HOG 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. S. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. S. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS, 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 6. 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. 9. PLACE 2X4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" " x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT, 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES, 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. CJ1 CJ3 1A CJ5 101-1 2X4 BLOCKING BETWEEN TRUSSES 24" O.C. TOE NAILED TO ADJACENT TRUSSES W/ (2) 16d COMMON NAILS 8 SECURE TO BM. W/SIMPSON LTA2 USED TO BRACE TOP OF WALL. p rn EJ7 p 1 m � m _ p H N 1(` pv {: Nr 11 11 II p X 11 11 ryN 11 pH H U N N NG 2x SCAB ATTACH 4'-0" L A8 TO ) 11 TRUSS W/ 10d NAILS @ 6" O.C. N N (4" FROM EA. END) GT q 6 =>oz_vvv ----= =:{.—gvvc:�: ABRIGTED ROOF va�v v>®vim= vim= Ip A1A a>_a � A2 ATTIC :a>�=aas ® vasasa I ACCESS Iv�a�= A3 a a,�e ti�A A4 .aaa:aaaiaaaa�a:.>�v :aaasm=�:aa®.:� A6 aaa:=a�va�v v 1Avesv»� =®=�.s. .saa 1 A7 4 N �— GT ASG n A � II II 11 II II n = q m:o = 7 7 1A p 1 N N tl H N *I>�k ♦ / 1A qNy IIp'I IpHI U Ell q N U 11 1 NNN Y r�r_G FRAMING PLAN SCALE: 1/4" = V-0" 1 L7 1A .1 CJ5 CJ3 CJi i/j 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32750 PH:407-77"078 FAX: 407-774-4078 www.abdeslgngmup.com L AA 111: 0003325 • 'd SUDDiv. & LOT ABBOTT PARK LOT #17 BLK #8 [P]FtOJECT# 04181.000-17081 MODELa 4EAB "1672—ARIA" GARAGE 11MING: RIGHT PAGE: FRAMING PLAN %160 MPH EXAR C ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE 0 24" O/C, SUBMIT SHOP "ROOFMlALL/FLOOR DRAWINGS FOR REVIEW SHEATHING AND APPROVAL FASTENER SCHEDULE" A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 10d x 1 }" NAILS TO TRUSS PLYWOOD SHEATHING, SEE (1) SIMPSON HETA16 # 1100 UPLIFT SIMPSON B{2) SIMPSON HETA76 TRUSS ANCHOR WITH "ROOFMIALUFLOOR TRUSS AN, WITH NOTE: A PT SYP #2 2" x 4", HTSM20 Wl10 10d TO SHEATHING d z 1 NAILS TO TRUSS x 1 NAILS TO (9) 10dDBIL 6", 8" x MAY ADDED TRUSS AND x 2 1/4" FASTENER SCHEDULE" DBL STRAP, 1 EACH SIDE WRAPS UP AND S , R GIRDER. PROVIDE 5" GIRDER. W/ tOd NAILS, 2 ROWS, 3" NAILS, 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 NOTE: A PT SYP #2 2" x 4", EMBEDMENT. USED IN CONJUNCTION WITH ,. ADDITIONAL PLY MAX. TO ACCOMMODATE GIRDER (16) 10d x 3 }" NAILS TO GIRDER AND 6", B" x 4'-0" MAY BE ADDED # 1900 UPLIFT (2) SIMPSON (2) SIMPSON HETA16 TRUSS ANCHORS W/ tOd NAILS, 2 ROWS, 3" HEAW UPLIFT TIEDOWN REQUIREMENTS. HTSM20 INSTALLED ON PRE-ENG TRUSS WITH (12) 16d z 3" 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 )1/4110 10d TO TRUSS AND (4)1/4" x 2 1/4" tx2, 2x WOOD FASCIA ANCHOR REQUIREMENTS. WITH (4) }" x 5` TITEN HD TO CMU AND (12) SOB TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM SEE ARCHITECTURAL }" x 2 }" TO GIRDER CONT POURED LINTEL 2x SECURED W/ (3)16d GALV. COMMON NAILS. ENGINEERED WOOD 8{1) SIMPSON FGTR GIRDER TIEDOWN WITH 1x2 SECURED W! tOd TRUSSES 0 24" OrC, 1 z2, 2x WOOD FASCIA (2) }" x 6' TITEN HD TO CMU AND (18) SIDS }" x GALV. COMMON NAILS SUBMIT SHOP DRAWINGS SEE ARCHITECTURAL 3" TO GIRDER 17' O/C FOR REVIEW 2x SECURED W/ (3)16tl C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH AND APPROVAL GALV. COMMON NAILS. 2 O }" x 5'71TEN HD TO CMU AND (18) SOS }" x 3" tx2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV, COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED MASONRY BOND BEAM 12" O/C SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS SEE SCHEDULE A ALLOWABLE UPLIFT = U:1810 LBS, L:770 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 = 8885 LBS (2 PLY MIN.) 2"COVER 8 2" APART REPAIR OF MULTIPLE TYPICAL TRUSS/ 11""' 1a 1b 1c TYPICAL ROOF MISPLACED EMBEDDED TRUSS ANCHOR GIRDER CONNECTOR(S) 2a 2b 2c mm-' " SCALE: 3l4"=1'-0" GIRDER CONNECTOR(§) (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN BRACE W/ (3)12d 0 EA. TRUSSES WHERE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING 0'-0" TO 30'4" (1)'%" BRACE SEAMS) 30'-1"TO 60'-0 (3)'7C" BRACE SECURE 2x8 PT. PLATE (1) "X' BRACE 0 CENTER TO BLK W/ 1/2" DIA. (2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2" 6-0" MAX (W/1X4) FROM CENTER TO END. WASHER SET IN HIGH R 10--0" MAX (W/2X4) 2x WOOD FASCIA, STRENGTH EPDXY 6" SEE ARCHITECTURAL MIN. EMBED. AT 32" OC MAX. 1x4 DIAGONAL PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 BTM. CHORD P.T. PLATE W/ 12d's 8" BRACING, SEE STIFFBACK (AS PER O.C. MAX PLAN FOR LOCATION TRUSS ENG) CONT. 2x4 SECURED W/ N MAY NOT BE (2)10d's 01 EACH TRUSS C REQUIRED TO BE INSTALLED 0 19-0" O.C. MAX. BTM. CHORD OF WOOD ROOF TRUSSES SEE SCHEDULE FOR BOND BEAM REQ. 1x4 BTM. CHORD BRACING 6-0" O!C END WALL OR OTHER MAX., OR 2x4 BTM, CHORD BRACING END TYPE CONDITION, IF COMMON NAILMAXSE MMONNAILS TU ACHCRED /HOROd DEPICTED SEE PLAN �'�BLOCK WALL W/ GABLE END INTERSECTION TYP. BTM. CHORD BRACING ' PRE-ENG'D TRUSS SCALE: 3/4"=1'-0" NOT USED V SCALE: 3/4"=1'-0" 5 NOT USED 4 THE USE OF ALTERNATE MATERIALS MAY BE NOTCH DEPTH 114"D HOLE EDGE>516" USED SO LONG AS THEY CONFORM TO THE HOLE DIAMETER FOLLOWING < 215•D SGL. STUD OUTER 113 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 (Ft AND F2) LOAD CAPACITIES HCLE EDGE >5/8" AS THE ONE SPECIFIED, CONCURRENTLY, IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO 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 01 SUBJECT TO F1 AND F2 FORCES, BTM. HOLE DIAMETER PLATE < 3/5'D DBL. STUD STUD NOTCHING NOT USED NOT USED ALTERN ATE MATERIALS 11 AND BORING LIMITS 9 10 SCALE: 3/4"=1'-0" 0 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com L AA #: 0003325 j L L BUBDIV. ae LOT: ABBOTT PARK LOT #17 BLK #8 P1tOJECT# 04181.000-17081 MODEL: 4EAB "1672-ARIA" GAIeAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP. C VTCR SPACING (1) AT EACH END WL11''j�9 20 BLOCKING BETWEEN TRUSSES VTCR AND 6-0" O.C. MAX. (2) 2X4 No.2 SYP DIAG. WHERE X-BRACING IS PRESENT AT BRACE W/ (3)12d @ EA. 4'-0" O.C. (AT SHEATHING SEAMS) TRUSS (DIAG. BRACE TO COVER 5 TRUSSES) 01-0" TO 30'-0" (1) "X" BRACE 30'-1" TO 60'-0 (3) "X" BRACE 41I1 (1)'%" BRACE @ CENTER PRE-ENG GABLE TRUSS titl "X" \ (2) BRACE DIVIDED EQUALLY STIFFBACK AT ALL 2x SUB -BAND FROM CENTER TO END. UPRIGHTS OVER 4'-10" HIGH \ ° (AS PER TRUSS ENG) 11 \ d PLYWOOD SHEATHING, SEE "ROOFIWALUFLOOR IL SHEATHING FASTENER SCHEDULE" Li SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. SIDE VIEW ix2, 2z WOOD FASCIA CONNECTION PER SEE ARCHITECTURAL TRUSS MFG. 2x SECURED W/ (3)16d ENGINEERED WOOD GALV, COMMON NAILS. TRUSSES @ 24" O/C, 1x2 SECURED W/ 10d SUBMIT SHOP DRAWINGS GALV. COMMON NAILS FOR REVIEW CONT. 20 RAT 12" O/C AND APPROVAL SECURED W/ (2)12d's PRE-ENGINEERED MASONRY BOND BEAM EACH TRUSS VALLEY TRUSS CONNECTION SEE SCHEDULE GABLE END PRE-ENG'D TRUSS L SCALE: N.T.S. � W/ HIP RETURN SCALE: 3/4"=1'•0" PRE-ENG GABLE TRUSS -- 2x4 BLOCKING BETWEEN TRUSSES —� AT FIRST TWO BAYS 4'-0" O.C. (AT O PRE-ENG'D WOOD SHEATHING SEAMS) (BLOCKING TRUSS (TYP) @ 24" O.C. NOT SHOWN FOR CLARITY) MAX O 2X4 DIAGONAL BTM. CHORD BRACING. SEE PLAN FOR FOR STRAPPING LOCATION VERIFY SECURE 2z6 PT. PLATE TO BLK W/TRUSS PLAN W/ 1/2" DIA. ANCHOR BOLT W/ 2" WASHER SET IN HIGH STRENGTH EPDXY 6" MIN. EMBED, AT 32" OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" O.C. MAX CONC.POURED LINTEL COURSE CONT. 2x4 SECURED W/ (2) 10d's @ EACH TRUSS TO BE INSTALLED @ IV-0" O.C. MAX. GABLE END BRACING W/ PRE-ENG OGABLE TRUSS @ CMU WALL 8 SCALE: 3/4"=1'-0" 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdosigngroup.00m AA k: 0003325 b In Le avaarv. aLAT: ABBOTT PARK LOT #17 BLK #8 PROJECT# 04181.000-17081 MoDEIr 4EAB "1672- ARIA" GARAGE SWING: RIGHT PAGE: DETAILS %160 MPH E C q a FL aABLE.END ROOF WIND DESIGN PRESSURES NET (GROSS) ASCIE 'D ZONE 1 = 23.79 PSF (3379) ZONE 2 = 39.48 PSF (4148) ZONE 3 = 67.16 PSF (77.16) "A"= 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 160 MPH WIND EXPOSURE: "C" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT, 0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7/16" O.S.B. OR 1t2" CDX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN, 5/8 CDX EXT. PLYWOOD, WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND Bd RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE Sd GUN NAILS @ 4" O.C. EDGEWISE 2X4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. DMA. SHANK TENSILE STR, SHANK 8d RING SHANK, 2 1/2" 0.120" 170,000 IN RINGS SCREW SHANK PER INCH) RRI 8d SCREW SHANK 21/2" OA20" PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 2. INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION (ISANTA) ESR-1539 EXTERIOR SHEATHING USE IQ" COX OR 7/16' O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. Y J z w ZD w Y � Z U =O U z 0^_ 8d RING SHANK GUN NAILS @ 4" O.C. TOP 8 BOTTOM EDGES J z9 D w , � LL w 0 z D . z QZ ' 1 N Y 3 w N � z TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. RAFTER OR TRUSS onnc cuceTulur_ -`_ Emmm -M_� ROOF SHEATHING LAYOUT AND ENOWALL BRACING FOR GABLE ETA FRAMING C8d RING SHANK GUN NAILS . @6"O.C,INFIELD � ; T7P. EXT. HIN R O H A HI G (. .. TO BE STRUCTURAL GRADE 8d RING SHANK GUN NAILS @ 12" O.C. IN FIELD or 8d x 2 1/2" SCREW SHANK PNEUMATIC SCREW -NAILS @ 12" 0.B,.jN FIELD Jl TYP. 3/4" T&G SUB -FL OOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: ALL AGGREGATE USED W CONCRETE SHAD. CONFORM TO ASTM C33. MAXIMUM AGGREGATE SIZE SHALL BE 3/4, STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND pRpy10E 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER WOOD. ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND S1TE DRAWINGS. CONSULT NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS. AND OTHER DETAILS NOT SHOWN EXPOSED EDGES OF ARE TO BE CHAAPERED 3/I'. ON STRUCTURAL DRAWINGS. APPUCABLE BUILDING CODE STANDARDS: FBGR 2017, BBO EDITION ALL CONCRETE ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318-14, BUILDING CODE REQUIREMENTS CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. Fo - 1100 PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, ACI 630-13/ASCE 5.19 AISI SPECIFICATION FOR THE DESIGN OF PROVIDE 64AL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDERALL SIABSONGROUNDNMERE INDICATED ON ELASTICITY = 1.400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE COLD -FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7-10 AND AISC SPECIFICATIONS DRAWINGS. SEAMS LAPPED 61NCHESAND SEALED WITH ADHESIVE TAPE. PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NONSTRUCTURAL USES ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORM -WORK: SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 POP FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL 13 SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347, W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT 'RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN %' OF HEARTWOOD, ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY, ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2017, Bth EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL.DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH: AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. WELDED WIRE MESH, SHALL BE ASTM Al85, GRADE 66 AND BE PLACED IN ACCORDANCE WITH THE ACI WOOD TRUSSES: TYPICAL DETAILS. SUPPORTED WITH 2M'INIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE CHAIRS SPACED T-0- OC EACH WAY TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE'NATIONAL DESIGN SPECIFICATIONS FOR THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION . STRESS -GRADE LUMBER AND ITS FASTENINGS' BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND REQUIREMENTS AND SLAB -ON -GRAD THICKNESS TO HANDLE CONSTRUCTION LOADS. EQ E SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036' AND BE MANUFACTURED FROM STEEL T FOR AN SHALL NOTIFY H ARCHITECT IF ANY DISCREPANCIES ARE FOUND. O WORK PERFORMED D LL NOT THE E E REBAR SHALL BE ASTM A615 GRADE 40 IN CONCRETE DEFORMED BARS REBAR SHALL BE ASTM A615 MEETING THE REQUIREMENTS OF ASTM A448, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. GRADE 80 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE DESIGN LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND -rPINJTCA BCS11- VERTICAL BARS SHALL LAP 6 X BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf RAND EVIEW. WOOD TRUSSES. 20 PSI TOP CHORD-non-Concurront TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR . 36^ 10 pst BTM CHORD -nonioncurrsnt #5 BAR - 30" #7 BAR - 42' TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 36' x 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 A58.1-1982. p}TOP CHORD 20 psf TOP CHORD (7 psf W/ ASPHALT SHINGLES) psf w/ No GYPCRE7E) (7 ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 10BTM CHORD 5 Sppa} BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD 70 RESIST WIND UPLIFT: 10pf 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 pf WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD .40 pt RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING WIND: DEAD LOAD SPEED =1MPH 3-SECOND GUST (ASCE 7-10 (FBC R2017) EXPOSURE C, RISK CATEGORY 10 INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE, TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10pt, UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS 8 ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: 20pf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30PSf, BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE AND DECKS: 40pf, GUARDS AND HANDRAILS: 200pf, GUARD IN -FILL COMPONENTS: 50pt, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: 50pf, ROOMS OTHER THAN SLEEPING ROOM: 40pt, SLEEPING ROOMS: 30psf, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40p} MASONRY: PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES- (ACI 5301 ASCE 5?MS 402, BUILDING CODE REQUIREMENTS FOR THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER. COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL BLOCK WALLS SHALL BE TWO -DELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE fm = 2000 PSI. BLOCK SHALL BE PLACED USING OFT HE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWI SE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE MASUSEO ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT 70 FILL MASONRY CELLS SHALL COMPLY WITH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8' WRITING BY THE ARCHITECT, COURSE AGGREGATE, AND SHALL BE PLACED W! A SLUMP OF V TO 10'. USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATION/ ' SITE PREPARATION: "W "S" FOOTINGS WERE DESIGNED FOR ANA OW SOIL RING PRESSURE OF 2000 f FOOTING 00 NGS E DE D ALLOWABLE S L BEARING PSI, TYPE OR MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED, REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL CELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER. CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB CONTRACTOR SHALL SUBMIT PROPOSED MX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5" N- PRIOR TO THE ADDITION OF PLASTICIZER CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 301 AND ASTM C-94OR MEASURING, MIXING, TRANSPORTING, ETC CONCRETE TICKETS SHALL BE TIMESTAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO POSITION MIX UNTIL IT IS DEPOSITED IN ITS FINAL PITION 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 TFOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS} B. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER: 1-i/2' FOR 16 AND SMALLER Z FOR#6 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3/4' FOR SLABS, WALLS AND JOISTS i-1r1' FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING, LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O STRUCTURALSTEEL: 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, Fy = 36 ksl FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A-500, GRADE S. Fy = 46 ksl. STRUCTURAL PIPE SHALL BE ASTMS3, GRADE B. TYPE E OR S, Fy = 35 ksl. 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 A325-N 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 APRIGTION SIZE TYPE SPACNG PENA_ APPLIGTbN SIZE I TYPE I SPACING REMAPo(S 1.11UPRINGTO MA90.NRYICONC. CASE HARDENED COL NAIL I III LONG. S- GARAGE GGOR BUG TO MAEONRYR'ANC 1N-DV.. NO .HER MOON MABONtY i FASTENER rz-EMBED., Y-END DIST., IIII EDGE DIST. E.G. I. EXT, DOORS GSE NARDENEO COIL FC/C -I-FASTENS. GARAGE ODOR BUG tIIDIAWI 4"EM1EO.G-1. ISi., Ia T.SEENOTES NAIL I III LONG. STAGGERED IMOMASplm'ICONC. TO pU4GNPTICONC. WASHER E­ BOLT ZY'0.'C e'ED1- WINDOW BUG CASEHARDENEDOOIL I.c W-IODONFASTENED METAL STRAP TO CONTACT THIS ENGINEER FOR SPACING 1APT,SEENOTE6 NAILI-LONG. STAGGERED INTOMABONRYIcpNC. MASONR1100- REQUIREMENTS EM. SWING DOOR ()Y139B1 TAPCOM 11? EMBED. S• END. NONBEANNG WOOD 12' EXPANSION ZS aC PEMBEOA-END BUG b, PT, SEE NOTES WASHER FASINER IB'dC DIST,. 11?EDGE GET,WALL TO GONG. SLAB WIWASHER DIST.,YEDGEDW & WINDOW WG G.1G3•PM -- B"OIC f'END.11/I' PT TOO STEELOCL., SEE -,w-,=-- STAGGERED EDGEEDIS DIST. TEe �9 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS. WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL 8E AS PER MANUFACTURER'S SPECS AND! OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. lx MEMBERS ARE NAILED AND 2A MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN E LONGWOOD FL32750 PH: 407-774.6078 I FAX:407-774-4078 AA 8: 0003325 SUBDIV. A6 LOT, ABBOTT PARK LOT #17 BLK #8 PROJECT# 04181.000-17081 MODELa 4EAB "1672-ARIA° GARAGE 8Wn4(;: RIGHT PAGE: DETAILS 160 MPH EXP. C