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Home My WebLink About7905 Broad Pointe Dr99 (O'�2-4EXB-ARIA99 HOMES W 4,51 � 12602 TELECOM [DRIVE, TAMPA, FL 33637 Tel= (813) 740-9720 Pax: (813) 740-9715 • 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 .nn= BUILDING CODE, R&S OMAL, STH EDHION (2017) -AMLO AM STATE CODES -OCCUPANCY - RESIDENfUL, GROUP R3 :CONSTRUCTION TYPE - VB • MIN. INTERIOR FINISH - CLASS B • BASIC WIND SPEED — VDIL=160 MPH Veld=124 MPH '°�0� _ o •I -STORY RESIDENCB •2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES ABV. A/C Aw, AMP. BD. CL CAB. CLG, CLR CONC. CPT. C.T. D. D.C. D.G. DIA DIM. DISP. DR DR. DS. UWDTL D.W. EA. ELEV. EQ EXH EXT. F.G./FX. FIN, FLR. R FR. DR FTG ABOVE AIR CONDITIONING AL�� TE AMPERAGE BOARD CABINETENTER WE CABINET CERAaG CLEAR CONCRETE CARPET CERAMIC TILE DRYER DUAL GLAZED DUALG DIAMETER DIMENSION DISPOSAL DEEP DOOR DOWNSPOUT DETAIL DISHWASHER EACH ELEVATION EQUAL EXHAUST EXTERIOR FIXED GLASS FINISH AS FLOOR FLUORESCENT FRENCH FOOTING LAV LUM. M.C. MIN. MT. MTD. MTL. MIS. O.C. PL P.B. PH. PLY. PR PIL P.T. R. RAD. R.A.G. REF, RM. R.O. S.C. S.D. SH SHT. SHTHG. SH". SIM. S. SL.GL. STD. sws TEMP. LAVATORY LUMINOUS CABINET MINIMUM METALTNRFSHOLD MOUNTED METAL NOT TO SCALE ON CENTER PROPERTY LINE PUSHBUTTON PHONE PLATE PLYWOOD PAB2 PRESSURE TREATED RISER RADIUS RETURN AIRGRIlL REFRIGERATOR ROOM SOLID OPE EXT SOLIDCOREPG SMOKE HUNG ox SHEET NG SHEET SHEATHING SHOWER SIMILAR SLIDINGPG SLIDING GLASS STANDARD SHEARWALL SECTION DATE DESCRRON OUOS/1B CD'S IS&JED ARCHITECTURAL SHEET DESCRIPTION OVD/IE iM FEC UPDATE PG Cl-COVER SHEET PG GN-GENERAL NOTES PG Al -FLOOR PLAN PG A2C-ELEVATION "C" PG El -ELECTRICAL PLAN PG P1-PLUMBING PLAN PG M1-MECHANICAL PLAN PG Dl -DETAILS PG D2-DETAILS D3-PRODUCT APPROVALS PG WAl —WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS -WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS PG WA5—NOT USED 0V79�e CD* FS-1 9D O4/L9/I6 FooTINGREV15IarPER MDOLLEB 02n2/I9 PLAN MAINTENANCE O3/!8/19 REVISED LINTEL SIZE AT FRONT ENTRY DOOR 06RVI9 ADDED LED LK04TS • KITCHEN 4 BATHROOM" PER MARK BO ES 0t/I7/IS ADDED 8701E OPTIONELEVATKMS C' b Vnb118 ADDED OPT. W-O'CEILING NEIGNT OVOWO REPLACE USP CONNECTORS WITH OMPSON COLNECTO" STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 04A3fM OPT. V-O• CL6. NOT. ELEVATION •C•- REVISED 1E&ff OF ARC"Y SQ.FT. CALC.'S LIVING Ibi2 50. FT. ENTRY E 432 80. FT. �'"�' 38 LANAI % SOl. FT. TOTAL 2238 SaFT. Tel: (407) 774-6078 (IA. GAR.DISP. GAUGE GARBAGE DISPOSAL o T.O.C. OCOFCURB PG WA6—WALL ASSEMBLY DETAILS Fax: (407) 774-4078 OF,[. GL. GROUND.FAULTCIRCUIT INTERRUPTER GLASS T.O.P. T.G.S TYP. TOP OF PLATE TOP OF AB TYPICAL STRUCTURAL SHEET # DESCRIPTION PG Sl -FOUNDATION PLAN PG S1.lA—DETAILS PG 51.2-DOWEL PLAN PG S1.2A-DETAILS GYP. BD. GYPSUM BOARD U.N.O. UNLESSNOTED HB. HOSEOTHERWISE HC. HOLLOWLLOW V.P.ORE VAPOR PROOF HDR HEADER W. wnSHER INUL, INIUULAATION WD. WOOD Nr.INTERIOR WOW. WATER wT. WROUGHTIRON 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 PG S2-LIFT BEAM PLAN AND NOTES PG S2.IA-DETAILS IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE PG S3-FRAMING PLAN PG S3.lA-DETAILS BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. PG S3.1B-DETAILS PG SN1-DETAILS AS DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI'e 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 GENFOR UNCLEAR ASPECTS OF THE ONSTRUCTTON BASED ON THE DRAWING SET. 1441 N. RONALD REAGAN SL LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-774-4078 www.abdesigngroup.com L AA M: 0003325 q�.Nil ., aRIM avaDIV. es I—OT• ABBOTT PARK LOT #15 BLK #15 PROJECT# 04181.000-15151 MODEL• 4EAB "1672- ARIA" GARAGE STIMG: LEFT PAGE: COVER SHEET 160 MPH EXP. C PRINT 08 31 20 DATE / / BCALE: 1/4"=1•--O" 8HEET C1 7 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) LINO. 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. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK, 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REWIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE 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 3/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 2D-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1" MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.& 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 /INCH GYPSUM BOARD OR EQUIVALENT. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN B' LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 8. EXCAVATIONS TO BE A MINIMUM OF 3- 0' BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES, 11, SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA- THE ENGINEERED WOOD ASSOCIATION: 1. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3, MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS, 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOF/WALLIFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ. 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. EXTERIOR WALL COVERINGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, Ye"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-lD63-11A & 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-CIO63.15A 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 A PART OF AB DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'$ SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S /CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. EXTERIOR SOFFITS 1. EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.) ARE TO BE INSTALLED SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 6th EDITION, (2017) R703.1.21.1 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX 407-7744078 www.abdesigngroup.com L AA #: 0003326 qJ a • ounDiv. a LOT ABBOTT PARK LOT #15 BLK #15 PROJECT* 04181.000-15151 MODEL' 4EAB "1672- ARIA" GARAGE 0111r ATG: LEFT PAGE: GENERAL NOTES %160 EXP. C D DATE: 08/31/20 SCALE: 1/4"= 1'-O" 8FIEET GN !2) 3052-SH Fh@FAA (2) 3052-SW - o 0 M I 11 1 o /I oll�Ia �� oiill��lo _o - o - i -`■� . © ATTIC �� m: . - - REa MR. PER BLDG. CODE ■N iAS FOYER- - GARAGE ® - 0 :00 -- . - . - oi11�1101 Ioll1l1l0 o;lll� bigOHIO o'I�lo FLOOR PLAN SCALE, 1/4' . I'-0' SQ.FT. CALC. S LIVRNG 1612 W. FT. GARAGE 432 80.FT. ENTRY 38 80, FT. LANAI 96 60. FT. TOTAL 2238 S0. FT. OWMWADaAWWMDLOAD8 1AM MD BrC9AE FOR 88EOOID GUB►e d13lIM Sam 201E 1111lNMD00 IBWI(B ADT91E FOORAGE M1N. WINDOW 10 5 34/-45 CRITERIA EXTERIOR SWING 18 5 33/-43 OR MIN. CRITERIA S.G.O. MIN. 41 5 31/-39 CRITERIA *010 ORD. 112 5 2821-319 BASIC WIND SPEED MPH = 160 (Volt) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=H, EXP.=C, MEAN ROOF IT.= PRESSURES HAVE BEEN MODIFIED PER SECTION R301.2.1 OF THE FBCR SM ED. (2017) TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. C01111IIGLDATEOWN TOP PLATE 0 M ,BAR DETAIL scALE= IR'.I'-0' 1441 N. RONALD REAGAN SL LONGWOOD, FL32750 PH: 407.774-6078 FAX- 407.7744078 www.abdesigngroup.com L AA M: 0003325 MEN 8 14 5 h o � 6 s BVHDM & L'0'74 ABBOTT PARK LOT #15 BLK #15 PROJECT# 04181.000-1 151 MODEL: 4EAB "1672-ARIA" GARAGE 8TrWG: LEFT PAGE: FLOOR PLAN L60 MPH EXP. i DATE: ON3/31/20 SCALE: 1/4"=1'-0" SHEET Al ./-IS'-0' BLDG. HST.$ SHINGLE 12 b' RAISED BAND\ b 4' RAISED BAND —� \ OPT. COACH L IGHT FRONT,71 SCALE, 1/4 - I'-V' TEXTURED FINISH NOTE, WALL FENESTRATION FLASHING AS PER F5CR R103.4 ,—LAP SIDING AS SPECIFIED (TYP.) .,-4' FREIZE BAND (TYP-) ,-6' TRIM BOARD (TYP.) _ ob'-O' BRG. HGT-O' BRG. HGT. v Ni'X62' DECORATIVE SHUTTER 4' RAISED BAND (TYP-) - , 0 -0� FIN. FLR. 12_ OFF RIDGE VENT b AREA OF ATTIC 2235 SQ. FT. NET FREEVENTRATION AREA REQURED = 11300 REQURED VENTILATION AREA = 2235/300 7.45 VENTILATION AREA X SQ, INCHES PER FT.(144) . 10718 SO.IN. ON. REQUIRED VENTILATION = .5 X 1072.8 IN IRPER PORTION OF ATTIC 5MA SQ, IN. OFF RIDGE VENTILATION AREA = IS SQ, IN. PER VENT SX4 /115 TOTALOOFVENTSRWURED - 4.66diS TOTAL 1147 PROVIDED 5 'AREA OF ATTIC IS THE PERIUITER OF THE HOLBE LESS THE OVERHANG EXTERIOROFWAUMEXrERIOROFWA L NOOVERHANMINaUMD V-0' BRG. HGT. "JAW TYP. s _O -0' FIN. FLRs_.. ------- ----------------- •►0'-0� FIN. FLR. REAR ELEVATION SCALE: 1/4 . I'-V TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT FLR LEFT ELEVATION SCALE: 1/4 . I'-0' TEXTURED FINISH I OFF RIDGE VENT OFF RIDGE VENT 12 6 S'-C' BRG. HGT.�, 4B iA e0 ,p �9 I ITYP. 0'-0' FIN. FLR. 0'-0 RIGHT ELEVATION SCALE: 1/4 . I'-0' TEXTURED FINISH 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32780 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.com AA N: 0003325 a 5 9 A ABBOTT PARK LOT #15 BLK #15 PROJECT# 04181.000-15151 MODEL.• 4EAB 111672-ARIA" GARAGE 811MG: LEFT PAGE: ELEVATION "C" %160 MPH EXP. C MN D' 08/31/20 sCALE: 1/4"=1'-0" s*m= 1 12 Vlam) ELECTRICAL LEGEND SYMBOL DEFINITION NOTES —F--1 n&v OUTLET 20 ATT BNILII PCLS IIOV OUTLET 4) 110V OUTLET p OF QuIrm IIElO BYI7C GPI IIOV CUTLET Eoupw W/OPM PAU. NTM%Nn R (TAMPER RESBTANT TM) 220V OUTLET (4) #21! CONCGNON ads PALLTNIO440M GROUND GPI dOpull? MATCH SIWTCN 3-WAY OPER CGUTC14 4-WAY 01-ER o UALL MOUIIED LOW CEILNG LIGHT © LED CLG LIGIWT LED VAPOR ©� PNIOOP LIGHT O VP VAPOR PROOF LIONT Op Reassil CAN evB4T. FAN t CRT PER sa FT. VENT. FdN YN.WIT 1 OM F7R OrA FT. 1 FD(I4! r4 Teo Pact eY ® RU _MLS IINRa1P AROUND L ( S&ED) PLUOREWFF• (SUR►ACE NS4TJ }�{ 2' PLUC!BCEW 4' PLUorAmec NT QQ pp dO 6 4' TRACK LIGHT PANEL PETERS O9D. SIMOIm DETECTOR 'A r•.il w Bill tic"= uTT. sAaG.ua 1 t e iom DETECTOIR WL . ® R/CO CARBON! a 111010 N>lTttTpt CO7.O NOR-CONKTeD MULL b A DRTANCE OF NOT LE" THEN 4- FROM RIALL P1MANT L04T NATURAL GAD . TLLEPNOaE JAG% all twmR NE4TlR pIK'47lNlC7 , p See ANU ON I -a TELEVISION JACK CIL.1MrraRlsD N O J.eOX ACCORDANCE10 SOX MARlD As elra4 rDR Ce CEILNG FANLIOaIT TO ell OPPC UND N ACCCPCANCE BV WX MAN= AB MUCH POR pOG 24• NCANDBecBu LIGHT &TRIP p�ppp K• NCANoEecaw LIGHT &TRIP nnno 4111•NOADINk=W LIGHT &TRIP FLOOD LIOFIT KP OPr.IrEc4efTY KEYPAD • PAL MAW-MMGN FOR CH4PM am FCRT • LOCATION OF TV JACKS 4 PHONE OUTLETS 4 PANS TO ell VERIFED f i4O'EAimpt PRE-CONSTRCTCN FEETNG. • ALL B 4 20 AMP ORACN CIRCUITS TO eE ARC PALLY PR07EC7= MR ELECTRICAL PIRDVW" OF MM • 10 AMP DEDIYATEDLAUNDRY CIRCUIT. • OR • ISLAND (NOT ON KITC4 M CIRCUIT) • DNM#UAS/ER DISCODlCi TO BE LOOKOUT IN PANEL • BATHROOM IDOWAT PAN TO NAVE MN. CAPACITY OF 80 CPH NTERMIflEW PER ELECTRICAL P11110010i OF &ACTION MB0T9 FL(:R &TN eDITIO4 r20M1 • 1ROCIM RBCEPT" GROUID FAULT C4 PROTECTION FOR PROTECTION PALT ONB IO L ON FTEIMMj•RR &EL L►4 FFEWIRB • WRING MET40D MULL BE NON kll*M LI CABLE PER ELECTRICAL m &IN OF �RICi,L , COMWOW PROV •ALL 111ORK To ca'rLY 1INTM ELECTRICAL F4ROVISIONB a THE FeOR &TN eD r20Mi • LLL LdNlt& &MALL S[ SELEOTlD M BUILDER MG IN Fran NTNe11e3Y �a4aERMeTraN lIRE&DlMIA. BNlR3Y EPPIOIIB4eY) 201T. AU. EDrc1ON R4dJ 2 ----------------- I W-4' 1 I PRE -WIRED CEILING 1 f I CLG FAN(,, .MTD. LIGHT j OWNER'S I e IN BE �0 —'� PROVIDE ED, I / i' � PROVIDE I J i-BOX FORT — OPT. FAN AO PRE -WIRED \ CLG FAN \. HOOD WIRE W/ OUTLET FOR S \ FUTURE MICRO. SWITCH IN W.T.C• -CABINET G NAND \ 1KITCHE/ GREAT ROOM 1 _ 1 GFI I I / BDRMJ J 1 GFI i\ IGA// . CLG FAN tl , I I I 1 ='-J GFI 'F AFF. �yO .B. FOR DOOR 1 \I T BOLLARD / AS Ill WALL MOUNTED PER' D / LIGHT W/RWITCH IN / CODE L ATTIC // y-� KEYLESS FIXTURE FOYER - R/Go - - - - - - METER GFI (� F�RIDFY CLG. LOC. 8- OUTLET / \\ BDRM42 IRRI(A•ATION OND —'�— FOR P$MES ORTAFF• / GFI GARAGE 1 PRE -WIRED 1 CLG FAN y+7I 1 ENTRYI . --------------------- OPT. COACH `�------------ LIGHT ELECTRICAL PLAN SCALE: 114' a 1'-0' WP Panel MAIN - A PANEL: SM6 wp crt breaker VOLTAGE: 120/240 V-1 Ph MAIN: 150 Anp M.C.B FEEDER: 3- #1 Cu THV'M & 1- #6 Cu (G) in 1 1/7C. OR 3-#20 AL THWN & i- #6 Cu (G) in 1 10C. wan Fota N1ar Oascd ftn weft Clrcun I CI -A wall. De den Bar P.I. Wke #12 1 20 Eafada ReC f GF clferTUG 1200 1 2 s ell 112 2 20 Mptlon Pomp 1000 B Ispo. B 4BBp A/C C.U.1 >7 2 #f0 spate T e PANEL - A PANEL: 42 ort breaker VOLTAGE: 120/240 V.1 Ph MAIN: 150 Amp M.L.O. FEEDER: 3. #1 Cu THNMI & 1- #6 Cu (G) in 1 1/2' C. OR 3-920 AL TNWN & 1-#0 Cu (G) in 1 1/Y' C. Wan PON Bar D.er1 o Wells Greta grault W.tls Deem Bon Slv Pole Win #12 1 20 SmNI iaroe 1sea 1 2 BOoO Rsnp 50 2 N 012 1 20 Nltmwoe/Hone GFl 1900 3 4 1112 1 2a SmNlAadi.ncs INN 5 a 4500 w.fv He.t.r 25 2 #10 #12 1 20 Rateenator 1500 T e # 12 1 20 polo R caa AM 15c0 a 10 1200 Din,coal GFI 21 1 412 #12 1 20 BMh OFl Rae he 1200 11 12 1500 D6hewshv GFl 20 1 012 #12 1 20 I Haft I Laundry AFCI 12DO 13 M $000 Dryv GFI 30 2 #10 #14 1 15 Gn d Roan, Lapel & Ctrdrp Light, AFCI m 15 to speo 11 19 IWO Washer GFI A 1 #12 M 1 16 sDBGOAFCI a00 1# 1 20 1000 (1aage, Odor Op.. oft 21 1 #12 M 1 20 Bed 02&031 Beth 02 AFCI I= 21 22 I210 Ora )da EdaLte a Rna tea AFCI 21 1 012s a 23 u No Oena(a o—AFCI 15 1 #14 B c 25 26 900 OAne0a 5.0rean AFCI 15 1 #14 27 2e 10W OWIL 3� cocropeverm 20 1 012 2e 30 HIM lion coati. on 20 1 #12 s r 31 32 s t e so.. 33 34 » D2 37 w speed 0 2 35 AM A .elar 5 KVA N N% 5126 39 40 Space 41 42 1apt. Load sublenot to demuW BaercNcwetlan.) ape 1 15400 2"00 Loadsu astodemandeaaeaeamona/the Demand actorCalculatbns: -- ABBREVIATIONS: AFC: ARC FAULT CIRCUW NMRRUPTER NC: NCN-CONCOENT LOAD GFI: GROUND FAULT NTERRUPTER Total loatl .ubhof to demand factor 1 43100 Nrst 10000 vetl. # 10D% 10000 Remahin wNta N "1" 1-1 total Arc load 11BN 10%br4Nrt h LOAD CALCULATION IS BASED ON NC NON -COINCIDENT LOAD Taal Connetfad Load Wafts 73010 Total A. . want) NO.1. 19T.1 -- General Llghbng & Rece call Load Ta.l A/C Square 1- 1672 Gan— Lta a R. 3 W / s . FL 5016 Hwe. 1 at BSWAi htat100% 65 Total General ' hls a R. "ft. 5061 General Us a Rao Panel A / 1'-3' 1'-3- \ I LED LIGHTING ® SINGLE LAV. DBATH #2 150 AMP ELECTRICAL RISER NOT TO SCALE. GENERAL NOTES, A ELECIRCAL MATERIALS AND INSTALLATIONS SHALL COYLY WITH ELECTRICAL PROVISIONS, SIONB OF THE PECIRltW EDrtION l20M). LOCAL CODE&, AND ALL LOCAL POSER CLM•ANY MOUREMNT&. B. ALL C40WWTOM SHALL eE TYPE TWWNITWN UNLESS NOTED OTFERUSE. PROVIDE 90 AMP, 12ItM40 VOLT, I PHASE SECONOAIK ELECTRICAL WWACE. F4RONDE 3 al COPPER (C U) N 142" DIA SCNEDLLE SO PVC CONDUIT OR PROVIDE 3 2/0 ALUMINUM (AL) N 2" OA SCaEDLLE SO PVC CONDUIT LNU" SERVICE B PROVIDED DY THE ELECTRIC COMPANY. COORDINATE UM714 THE ELECTRIC C"ANY PRIOR TO DD. I � I I _ I I L I I I I e I I � I I L I I � I LED LIGHTING ® DOUBLE LAV. OU.NEWS BATH C4MINATION WMVWA aw AIMP 0I6CON4lCT BUTC 4 AND n0/240 vC M ELECTRIC METER IN I PLO NEMA 3R ENCLOOLM PANEL ISOA!)P TlLCPNGNE M"= CAMJ TILIVRION ENTRANCE BaRVKE aNTRANCa wwrt-mwr amrw NTeMMTEM ELlON61 TERMINAL AT LOW VOLTAGE CONJeCTIONE 1 V O) SEMICE 43ROND C4:N4BCTED TO CONMTE ENCASED FOOTERS STEEL PER ELECTRICAL PROVISIONS OF T14E PECK SaU41 ADITION l20n2 &/B' DIA X 0 PT LONG COPPER CLAD GROUND ROD i44i N. RONALD REAGAN BLVD, LONGWOOD, FL 32760 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com l AA S: 0003325Be J 1 � 7• J N O O jSU� LL 9 LITI 11:1.) BU13DM AB LOT. ABBOTT PARK LOT #15 BLK #15 PROJECT#p 04181.000-15151 MODEL. 4EAB "1672— ARIA" GARAGE 9`1111 : LEFT PAGE: ELECTRICAL PLAN 160 MPH EXP. C a DAWNT1'E: 080/31/20 SCALE: 1/4"o-f-0" SHEET E1 II I II I II j I I I I I I I I I Q� I I - - I I II N I �--- m I I 00 I ;� • II I 0 • I I O m -- I II I I � � iI n I I ' I I 0 0 m I ii i iLL iiu � ---fir I I ------ Or do CL - - . M ILA PLUMBING PLAN SCALE. V4 ° 1'-0' 2' V.T.Rr I la> I KITCHEN AUTO VENT� ( III' 2' V.TR I 2 I 7 2 I I/2 -�,I I I�'� TUE> I I I I I 11Ri rl I/2' LAI I/2' . 2• ur 1 2� Y V2' — — — -rl 1/2' I 2. l� � I I I 1' 2- WASHER 4 LAV. qV I SHM 3 I SHWR PLUMBING RISER DIAGRAM TO MAIN 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdeslgngroup.com AA #: 0003325 ��y•�ii 6 '3 'p�u (�}4QQ�1 1OpQgi � � T qqpp SVHDIV. dt LOT: ABBOTT PARK LOT #15 BLK #15 PROJECT* 04181.000-15151 MODEL- 4EAB "1672-ARIA" GARAGE SWING: LEFT PAGE: PLUMBING PLAN 160 MPH C � � NO W723 I DATE. 08/31/20 SCALE: 1/4"=1'-0" SHEET P1 HVAC NOTES I. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS &WAS L BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAIS 4 MASTIC. AND INSTALLED AS PER FBC 6TH EDITION (20M) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 181 CLASS 1 AIR DUCT AS PER NFPA WA 2.3.1 4. FRESH AIR INTAKE& SMALL 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, WALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC 6TH EDITION (20n) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORM$ SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 6TH EDITION (2O11) MECHANICAL CODE 603.1 I. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 403. 8. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. S. ALL FIRE RATED CEILINGS AND WALLS SHALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL 13E NSTALLED TO MFG. RECOMMENDATIONS AND FBC 67H EDITION (2011) MECHANICAL CODE SECTION 601. V. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. II. DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. FANTECN DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. LEGEND ® SUPPLY AIR DIFFUSER m RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE. SUPPLY TRUNK — BROKEN LINE- RETURN TRUNK BALANCING DAMPER OR OW O CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR ® THERMOSTAT m PASS-THRU AIR GRILL NOTE: ALL HVAC TO HAVE PROPER PAN$ W/ DRANS ATTIC CEILING O O EXTERIOR WALL SECURE STRAP TO GONG.-, CONDENSER PLENUM R y AIR RETURN W/ (2)-3/16'X2' TAPCONS UNIT SIMF80N WB ROLL STRAP OR EQUAL SUCTION AND LIQUID AIR SUPPLY y REFRIGERANT LINES AIR HANDLER y SECURE STRAP TO UNIT W/ (2) W CONCRETE SLAB GBX1 1/4' SHT. MTL. SCREWS EXTERIOR WALL y 3/4' PVC CONDENSATE DRAIN LINE CONDENSER UNIT EVAP. TRAY y PVC SLEEVE TO LINES BELOW SLAB CONNECTION TO PAD 1 REFRIGERANT LINES TO PLATFORM RETURN CONDENSING UNIT NOTES MAIN COND. DRAIN 3/4' DIA. TRAP DRAIN LINE AND TERMINATE OVER HEAD • 12' FROM STRUCTURE IN AN APROVED DRAIN, AS PER FBCR 6TH EDITION (2011) MECHANICAL BLDG. CODE SECTION 3012.4 HVAC DRAINS SCORIATED NICKEL /—FIN. FLOOR BRONZE FL. PL. / OR WALL BRA" PLUG �—FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 8240-K JOSAM D60M NSIDE SERIES NICKEL BRASS TOP CAULK P.V,C OPT[/SPEC FLOOR SLAB CLEAN -OUT (T COUNTERBUNK CA. PLUG FIN. GRADE OR PAVING I.." SEE SPEC. I'-&'XS' CONC. FITTNG OR EXTENSION TO BOIL OR WASTE AS REQUIRED vEXT. GROUND CLEAN -OUT (T ■ HVAC PLAN SCALE, 1/4 . I'-0' 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 wwwAbdesigngroup.com AA #: 0003326 8 1 N 14 aUBDM at L.OT: ABBOTT PARK LOT #15 BLK #15 PROJECT# 04181.000-15151 MODEL4EAB "1672- ARIA" GARAGE 8WMG: LEFT PAGE: MECHANICAL PLAN %160 MPH EXP. C mm D TEE: 08/31120 aCALE: 1/4"=1'-0" SHEET M1 5/8, GYPSUM BI OR 1/2' HIGH STRENGTH CLG. BOARD SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL PER ELEVATION R-4.1 INSULATION — WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS • 24' O.G. ®' CMJ 1/2' GYP. WL. BD. WOOD BASE 2X4 TOP PLATE PER FLPL.A 7 PRE -FAD TRUSS IR' GW. DDARD In' DRYWALL T v)r SECURE DT. — PLATE TO SLAB W/ 10d MASONRY NAIL • 32' OZ. MAX 1 FIN. FLR 2X4 WOOD STUDS *24' O.C. SLAB NOTE: STUDS IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN I6' O.C. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' O.G. TYP. INT. WALL NON—BRG. D1 SCALE, 3/4'.I'-0' FIBERGLASS SHINGLES OVER -W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R905J.I ON J' CAS. SHEATHING OR I' COX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLANDJ/ CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR_ _ . _ }� 0� 0 FIN. FLR qa. .. a e <' 4 1'-0' TYP. 0A FIBE1�sLASS SHINGLES OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R905.1.1 ON O.SZ. SHEATHING OR CDX PLYWOOD SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY n _WWINDOW OPENING n TYP. WALL SECTION NO OPENING NOTE - PER SECTION SM.1.1 - FOR ROOF SLOPES 2.12 TO LESS THAN 4:12, A (�:)1—STORY HIP BLOCK WALL (2) LAYER UNDERLAYMENT SYSTEM D1 SCALE, 3/4'.I'-0' IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE 11, ASTM D 48615 TYPE Iv, OR ASTM D 6151 MO L►R I % PVC KAWM NOR &M LN r cm Vs. GYP. m- SO. et= s 2 GAS LINE THRU BLOCK CAW N'.r0` FIBERGLASS SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R9 DJJ ON I}' 0AJ3. SHEATHING OR k CDX PLYWOOD SECURED PER FASTENER SCHEDULE 1'-0' TYP. 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 y' THICK 2 COAT - FORTLAM CV11W FI_"TW APPLIED DIRECTLY TO MAJOxRY WOW JAMS PM FRooucr APPROVAL REn Iv Flopo= AFFROVK Reo. COR@R N.OD �' CMII Sty srwicnwnL FDR Iedrowce'e+r 246 P.T. YD ATTACHED TO FILL CULL AS FM APPROVAL REn SSALANr A SAcmpt ROD 4SATH4! STNP NIOLLDSI6 ALL AMUD (SY DOOR MANVJ N_ IJ3_ L by OTHIRS Roots s GARAGE DOOR JAMBS Di SCALE: i 1/2'•I'-®' i-2X4 SPF 24' O.C. MAX. — SECURE W/ (2) 12d NAILS • EA. END 2x BLOCKING BETWEEN TRUSSES —PER STRUCTURAL DETAILS— STIFFBACK AT ALL UPRIGH PER STRUCTURAL DETAILS PRE-ENG LLC.TRUSS — CONT. 2x RAT RUN SECURED PER—// STRUCTURAL DETAILS J/ SEE ENERGY CODE FORMS FOR INSULATION R-VALUES J.PER ELEVATION 5/e' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLCs. BOARD 8' CMU T e a. ,a n W/ WINDOW OPENING N R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL .Ix2 P.T. FURRING STRIPS • 24' O.C. 1/2' GYP. ILL. BD. WOOD BASE FIBERGLASS SHNGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R905.1.1 ON a' OAJS. SHEATHING OR;' CDX PLYWOOD SECURED PER I.. FASTENER SCHEDULE • MTL. DRIP EDGE 2 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG. GABLE TRUSS WEEP SCREED \--2x P.T. SECURED PER STRUCTURAL DETAILS TYP. WALL SECTION NO OPENING 6 1—STORY GABLE BLOCK WALL Di SCALE, 9/4'•I'-0' 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY CrJ 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407-774-W78 FAX: 407-774.4078 www.abdesigngroup.com AA M: 0003325 1 � � 01 J o�� O I IIJ aUBDIV. as L.0 ABBOTT PARK LOT #15 BLK #15 PROJECT# 04181.000-15151 MODEL. 4EAB "1672— ARIA" GARAGE SWING: LEFT PAGE: DETAILS 160 MPH EXP. C U _L! r� . • <� �� PRINT 08/31/20 DATE: BCALM., 1/4"=1'-0" SHEET D1 im 2X6 P.T. • CENTER OF DOOR HEADER 6ECU4wD W) (U 1`12' X S' J-DOLT UV 4' MN. IPMOME¢NT UV 2' X 2' X VO' WAGNER 4 NUT OR V (2) V2' X s' ANCNOIR DOLT6 W) 2' X 2' X VS' WASHER 4 NUT 0 SECURE 2x4 GN 10 FLAT TO DLK UV MASONRY m NAILS. 2X6 GARAW DOOR DUCK SECURED W (5) VJ' X 8' J-DOLT OR ANCHOR DOLTS, IW 4' MSL lMaDMENT, W/ 2' R X 2- X IAY WASHER 4 MIT. (1) UTHIN a' OF TOP, (1) WITHN S' OF THE DTI- (3)EVENLY SPACED. ® O m Name, ALL ANCHOM SHALL DE N ACCORDANCE TO MAAFACTU4ER'S POTALLATk2N NSTRICTi" WHERE Al WATmi)-Tld A t 9TlIN6•Nt GARAGE DOOR 1 BUCK ATTACHMENT 6 N' CMU LA 4, T VX4' OR VX2' P.T. NAILER Ix4 P.T. OR 9'4 x4' MN. SECURE THRU FRAME 4 EXTEND 1-Y4 INTO BLOCK ❑ III/ %' TAPCONS (MIN. SHAWL SIZE .145 MIN. HEAD SIZE 300 MR EMBEDMENT 144- WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING \`-DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4) DOOR JAMB TO BLOCK +3/4 OR +5/4 A 111NDOB N. bTO BLACK +3 4 OR +5 4 E: . 2X4: m SECURE TO BLOCK W/ Vo' TAPCONS OR (MIN. SHAWL SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I V) WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. 2X6:m SECURE TO BLOCK W/2-%' TAPCONS(MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 149 WITHIN S' OF EACH END 4 S' CMU IW O.G. MAX SPACING. V DRYWALL 2X&: ❑ 2' VX4' OR VXP.T. NAILER SECURE TO BLOCK W/2-%. OOR CASING TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 CA. 00R JAMB OR WINDOW MIN. EMBEDMENT I Y4) TTACH TO 2X PER WITHIN W OF EACH END 4 MANFACTURES DETAILS. 18' O.C. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y0 DOOR JAMB TO BLACK +1-1//2" f 13 11INDOR TO BLACK +1-1/2" 1) ALE: N.T.S. 2X4m SECURE TO BLOCK W/ TAPC," (MIN. SHANK SIZE 145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I)',') WITHIN 8' OF EACH END 4 18' Or- MAX SPACIN NOTE: STRUCTURAL 2X . 2X6® MUST BE ON OUTSIDE 4 SECURED THROUGH SECURE TO BLOCK W/2-%* NON-STRUCTURAL V.- TAPCONS TAPCCN MIN. I-)V (MIN. SHANK 812E .145 EMBEDMENT INTO BLOCK MIN. HEAD 61ZE 300 , CMU MIN. EMBEDMENT 149 !S' DRYWALL WITHIN 8' OF EACH END ♦ 18' O.C. MAX SPACING. •X4' OR I'X2' P.T. NAILER 2X8:® ❑ SECURE TO BLOCK W/2-%, Yo' OS S. X 4' MIN. TAPCONS (MIN. SHANK SIZE J45 DOOR CASING MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT 1 A.' ATTACH TO 2X PER WITHIN 8' OF EACH END 4 MANFACTURE& DETAILS. 18' O.C. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Ya') DOOR JAMB TO BLACK+1-1+1-5 18 15/1P" DOx TO Cx C SCALE: TILTA. 2X4:m SECURE TO BLOCK W/' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN EMBEDMENT 14-) WITHIN V OF EACH END 4 NOTE: STRUCTURAL 2X 18' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK W/2-V*' NON-STRUCTURAL TAPCONS TAPCON MIN. I-Y4 (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') 8. CMU WITHIN 8' OF EACH END 4' DRYWALL 18' O.C. MAX SPACING. ❑ 1'X4' OR I-X2' P.T. NAILER SECURE TO BLOCK WR-9f6' CASNG TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y49 ATTACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. 18' O.G. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED)4") DOOR JAMB TO BLACK +2 1 4" 11INDOR TO BLACK +2 1 4" " SCALE: N.T . 2X4m SECURE TO BLOCK W/ V TAPCONS (MIN. SHANK SIZE .148 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 WITHIN B' OF EACH END NOTE: STRUCTURAL 2X 18' Or -MAX SPACING, MUST BE ON OUTSIDE 4 2X6= SECURED THROUGH SECURE TO BLOCK W/J-L ,NON-STRUCTURAL �16 Ili6' TAPCONS TAPCON MIN. 144- (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 3C0 a, CMU MIN. EMBEDMENT I Y♦') DRYWALL WITHIN 8' OF EACH END 4 16' O.C. MAX SPACING. ❑ I'X4' OR I'X2' P.T. NAILER 2X8m SECURE TO BLOCK W/2-%' TAPCONS DOOR CASING (MIN. SHANK SIZE .145 MN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y49 DOOR JAMB OR WINDOW WITHIN W OF EACH END 4 ATTACH TO 2X PER 16, O.C. MAX SPACNG. MANUFACTURES DETAILS. t101�,M m1 T RIMlH (wq ocom Y) DOOR JAMB TO BLACK +3" F') SCALE: NTB. 2X4m SECURE TO BLOCK W/ 3(6' TAPCONS (MIN. SHAWL SIZE J0 MIN. HEAD SIZE -400 MIN. EMBEDMENT 1 Y♦') WITHIN 8' OP EACH END 4 NOTE= STRUCTURAL 2X 18' O.C. MAX SPACNG. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK 11.1/2-3(6' NON-STRUCTURAL V&' TAPCONS(MIN. SHANK SIZE TAPCON MIN. I-& .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) 8' CMU WITHIN 8' OF EACH END 4 lM' DRYWALL 18' O)C. MAX SPACING. 2XB:m ❑ I-X4- OR I'X2' P.T. NAILER SECURE TO BLOCK W/2-%* 2X SECURE TO TAPCONS(MIN. SHANK SIZE UCTURAL MEMBER 76t(i .145 N2d WITHIN8' OF EACHMIN. HEAD SIZE 300 D 4 6' TO W O.C. MAX MIN. EMBEDMENT I Y4) OOR CASING WITHM W OF EACH END 4 DOOR JAMB OR WINDOW 18' O.C. MAX SPACING. TTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V) DOOR JAMB TO BLACK +3' 111�iDOlI TO BLACK +3" SC LE: N.T . 2X4m SECURE TO BLOCK WNi TAPCONS(MIN. SHAWL SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Yi) NOTE: STRUCTURAL 2X WITHIN 8' OF EACH END 4 MUST BE ON OUTSIDE 4 18' O.C. MAX SPACING. SECURED THROUGH 2X6: NON-STRUCTURAL W6' SECURE TO BLOCK WA-1/4' TAPOON MIN. 1-)4' TAPCONS(MM. SHANK SIZE EMBEDMENT INTO BLOCK 145 MIN. HEAD SIZE 300 -- CMU MIN. EMBEDMENT I Y4) DRYWALL WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. OR 1'X2' P.T. NAILER 2X8m ❑ �I'X4' SECURE TO BLOCK WA-1/4' Yo- OSJS. X 4- MIN. TAPCONS (MIN. SHANK SIZE J45 DOOR CASING MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) DOOR JAMB OR WINDOW WITHIN B' OF EACH END 4 ATTACH TO 2X PER 18' O.G. MAX SPACINCs. MANUFACTURES DETAILS. x0146 MImmMPLV .wo 00w M0DIM') DOOR JAMB TO BLACK +3-7/I6" G tTlNDo- To B Cx +9-7 18" N.T.S. 2X4m SECURE TO BLOCK W/Y4 TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X 18' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2>0m SECURED THROUGH SECURE TO BLOCK WA-1/4- NON-STRUCTURAL TAPCONS TAPCON MIN. 1-Y4 (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE -ACV MIN. EMBEDMENT I Y♦') 8' CMU WITHIN W OF EACH END 4 )S' DRYWALL 18' O.C. MAX SPACING. Q VX4' OR I'X2' P.T. NAILER 2XBm SECURE TO BLOCK WA-1/4' ' P.T. X 4' MIN. TAPCONB OOR CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 DOOR JAMB OR WINDOW WITHIN 8' OP EACH END 4 TTACH TO 2X PER 18' O.C. MAX SPACING. MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Yi ) DOOR JAMB TO BLACK +3 3/4" rZ MNDOW TO BLACK + 3/4' KCAL : N.T.S. 144i N. RONALD REAGAN 8L LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-7744078 W W W.abdesigngroup.com L AA M: 0003325 P 3 • i8 d aU19DIV. de LOT ABBOTT PARK LOT #15 BLK #15 PROJECT# 04181.000-15151 MODEL' 4EAB "1672- ARIA" GARAGE SWING, LEFT PAGE: DETAILS 160 MPH EXP. C 0 D 08/31/20 SCALE: 1/4"=1'-0" aHEET D2 PRODUCT APPROVAL LISTING -STANDARD PRODUCT APPROVAL LISTING SHINGLE (STANDARD) EXPIRATION DATE 1147399 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/32/2020 11473.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 12473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/32/2020 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 12/31/2020 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10441.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11496.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11495.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 F8CR 12/31/2020 13904.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/32/2020 10531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10531.16 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 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 12/31/2020 FL 12019.1 KAYCAN LTD. PANEL WALLS EXT. SOFFITS 2017 FBCR 3/2/2030 FL16503.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2017 FBCR 3/2/2030 FL38644.2 MI WINDOWS & DOORS FIXED GLASS 2017 FBCR 11/18/2022 FL17676.10 MI WINDOWS & DOORS SINGLE HUNG 2017 FBCR 12/31/2020 FL 15332-RS MI WINDOWS & DOORS SLIDING GLASS DOOR 2017 FBCR 12/31/2020 FL#15353-R4 MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS 2017 FBCR 12/31/2020 FL#115353-R4 MI WINDOWS & DOORS WINDOWS VERTICAL MULLIONS 2017 FBCR 12/31/2020 FL 15076.1-RS 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 18279.20-R4 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2039 FL 15279.2-R4 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5891.3-R6 THERMA-TRU EXT. DOORS 6'-8" EXTERIOR DOOR 2017 FBCR 12/31/2020 FL 7347.2 THERMA-TRU EXT. DOORS 8'-0" EXTERIOR DOOR 2017 FBCR 12/31/2020 FL 7630.2-R7 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR w/SIDELTTE 2017 FBCR 12/31/2020 FL 9223.S - R7 THERMA-TRU EXT. DOORS SWINGING EXT. ONE LITE DOOR 2017 FBCR 12/31/2020 FL 5891.4-RS THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR 21/31/2020 FL 10758.1-R7 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 10/13/2020 FL15216.1-R7 OWENS CORNING - RHINO U20 ROOFING UNDERLAYMENT 2071 FBCR 12/31/2020 FL 3792.2 LAMANCO, INC. ROOFING ROOF VENTS 2017 FBCR 10/4/2020 FL 10477.1-RS JAMES HARDIE BOARD SIDING 2017 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 FL 13265.1-R3 JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 7006.1-R9 IKO SHINGLES 30 YEAR 2017 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: 08/26/2020 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-607S FAX 407-774407E www.abdesigngroup.com L AA #: 0003325 13 0 io 9LTHDIV do M! ABBOTT PARK LOT #15 BLK #15 PROJECT# 04181.000-15151 MODEL.• 4EAB "1672- ARIA" GARAGE 8TnNG: LEFT PAGE: PRODUCT APPROVAL LISTING 160 MPH EXP. C O. MI.D .•wo . PT. A OL-.suRD. PT. A S. COWAN . Pf. D A. CNIAM . rr. c Ol pLD NIYIC . PT. A a CRlAW . rr. w. e !. ClvPr. 4. POLD PT. c OVQR rt. • TILL PT.O T04=00 aortOM,L,•O< 4 0 sonor+ 1o" uuTDe T. NAL PaI.D. QQ tmatt. y tFIaC s coat cer�eHt PLAaTER aRM7d W' ] COAT CD.a P .4WM (COW WR8 LATER •2. POW PIDER MUONG rArNm amen a LY) VM LAYER 9. 6TW40 uRA (POWN OILY) LAP LAYDIa OP NL LDD.O ~ ONR w 106ILANW STOP at°L°r1Y) IDDc-Ott 0.n (WR PVAL) NTALL KIDroaT AT CTO" Q IG1'T wLL NTDa.erlaw ® KICKOUT DETAIL WOOD SHEATHING OR CMU WR5 LAYER 01, STUCCO WRAP (FRAME ONLY) J' THICK 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WR5 4 TAPE OVER ROOF/WALL SCREED 5'k5' 'L' TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.T.S. LEGEND DRAINAGE PLANE (WR5 LAYER 01, STUCCO WRAP) WRB LAYER *2 (FORTIFIBER - BUILDING PAPER) METAL LATH x—x—x—x STUCCO f SELF-ADHESIVE FLASHING - - - - - - NOTE: METAL LATH: LATH TO 5E PER SECTION R-1031.1 / ASTM C-841-013, MIN, 2.5 L55, PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAOAN BLVD LONGWOOD, FL 32760 PH: 407-774-6078 FAX(: 407-7744078 www.abdesigngroup.com AA M: 0003326 c ! m F �6l g fA LJHDIV. & IAT:BBOTT PARK LOT #15 BLK #15 PROJECT# 04181.000-15151 MODEL: 4EAB "1672-ARIA" GARAGE OWING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C LEGEND DRAINAGE PLANE (WRB LAYER "I, 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 R1031.1 / ASTM C-641-09, MIN. 2B LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH &' SELF ADHESIVE OVER TOP 1 SIDES SELF FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT* TOP 1 SIDES F)B DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUIC:K FLASH' I- -� f PIPE THRCK1CsH WALL I 6' SELF ADHESIVE — FLASHING (INSTALL PER MANUP. SPECW BUILDING PAPER — UNDER 'MIC K FLASH' A VENT PENETRATION SCALE: N.T.B. ELEC. METED VERIFY LO NI�Gfi IV RGVGIYG STUCCO SCRATCH COAT 1 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION -ELEC. METER FIELD VERIFY LOCATION APPLY STUCCO SCRATCH COAT AND ONE lU LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM -('GREAT STUFF' OR SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER h, STUCCO WRAP WOOD SHEATHII APPROVED HOUSEWRAP BELOW CUT SUCH TWA NO MEMBRAN! ENTERS BOX, APPLY TO FA EDGE APPLY E-Z OVER 60 M'. GRADE 'D' FELT-PROVI SEALANT Al JOINTS AND INTERSECTIC STEP #1 STEP #3 WOOD SHEATHING WPM LAYER N, STUCCO WRAP WRB LAYER 4, FORTIFIBER BUILDING PAPER METAL LATH -1/8, TOXILVIIED PINIGH • WOOD -FASTEN TO 1110= STRUCTURAL MEMBER • TOL. MAX 7fine u STRIP SELF M FLASHING. CLEAN .Y BEFORE APPLYING V FINISFI • MASONRY HORIZONTAL WEEP SCREED (FRAME TO BLOCK) WRB LAYER @I, STUCCO WRAP CUT 'X' INTO SELF -ADHERING MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED UPS LAYER S' STEP #2 APPLY 61D MIN GRADE 'D' FELT OVER SELF -ADHERING t El FLASHING OVER APROVED WOUSEWRAP WRB LAYER 01, STUCCO WRAP MEMBRANE FLASHING WRB LAYER 02, FORTIFIBER BUILDING PAPER STEP *14 ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP 05 STEP #(o OELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 327SO PH: 407-774-6078 FAX 407-774-4078 www.abdealgngloup.00m AA #: 0003325 A y � P La La 0 14 �.� LL- #A 0 x SVHDM 6 IAT ABBOTT PARK LOT #15 BLK #15 PROJECT# 104181.00 -15151 MODEL- 4EAB "1672-ARIA" GARAGE STIMO: LEFT PAGE: WALL ASSEMBLY DETAILS %160 MPH EXP. C PMNT 08/31/20 GATE: SCALE: 1/4"=l'-0" SKEET WA2 LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIRBER - - - - - BUILDING PAPER) METAL LATH x-x-x-x STUCCO I - ' - - SELF-ADHESIVE FLASHING - - - - - k21/2^k CORNER BEAD (FASTENER 4 SPACING im"I' O.G.) GMU %' THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY / � R�CORNER BEAD � BLOCK 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407-774.6078 FAX 407-774-4078 www.abdosigngroup.com AA #: 0003325 J V 7 r b t Z J W b T BUDDIV. at I.oT ABBOTT PARK LOT #15 BLK #15 PROJECT* 04181.000-15151 UODEL: 4EAB "1672-ARIA" GARAGE 811ING: LEFT PAGE: WALL ASSEMBLY DETAILS %160 MPH EXP. C 02 RI Z)ATNTE.. 08/31/20 SCALE: 1/4"=1'-0" SHEET WA3 WOOD CONSTRICTION BEYOND WOOD SHEATHING— UEATNER RESISTIVE BARRIER h UEATHER RESISTIVE — DAIRRIEIR 4 !1(U' ?ll AL SIDMCi W SE F--ADFER 4PLASHING — STARTER STRIP— �-- FL�� IQINQi DAIROtIER RESISTIVE LLEARER RESISTIVE BARRIER "J L�M6� GALVD METAL W FLASHING V " 011.9 SIDING TO STUCCO ® BLOCK TO FRAME �� TRANSITION NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-09, MIN. 2B L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) aYDTRJCTICIN �— YOND WOOD "ATNMG UNAT ER RESISTIVE BARBER M BARRIER IEESISTIVE UVSxIG@yvEAL OIQ° /�/ I \ LABN�P-ADNERING BOARD d BATTEN 2 L� ADWERING i \ ' WEATNER RESISTIVE / \ \ BARRIERUNATWER '1 STARTER STRIP \ \ BARRIER RESISTNE Rig L. SELF-ADNERMG NG aALVV METAL GALVD METAL 'Z' FLASHING Z'PLASNMG oR NARDE TI M PER ELEVATION CgSM MARDIS TRIM PER ELEVATION AL CAP UCALLIKING \� / pOR�APPRROgVEDD SEALANT SIDING TO STUCCO ® BLOCK TO FRAME 24 TRANSITION LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIRBER — — — — WILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING — — — — 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 Nap b y KKtY o 44 lu stmDIV. a RAT; ABBOTT PARK LOT ##15 BLK ¢#15 PROJECT* 04181.000-15151 MODEL: 4EAB "1672- ARIA" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS %160 MPH EXP. C DAA=. 08/31/20 SCALE: 1/4"=1'-0" SHEET WA4 \ 2x6 SUB-BANb W/1'x4' NOTCH a END, WRAPPED IN PEEL t STICK DRIP EDGE 1>` 1\ 7/S' TEXTURED I \ FINISH a WOOD \\ 1/2' TEXTURED \ FINISH a CMU / \ METAL FASCIA \\ WRAP Ya' FROM \ STUCCO, 1' FROM \\ WOOD WALL \ EXTERIOR WALL \ (FRAME OR CMU) \\ NOTE: NOTCH FOR 2X& \\ `\ SUB BAND ONLY \ 1/8' TEXTURED FNISI4 • WOOD, 1/2' TEXTURED FNISH • cm x }t METAL LATH x x x x x x x x METAL FASCIA WRAP ry' WOOD SHEATHWG x x x x x x OR cm UM LAYER w, x x x x x x STUCCO WRAP(FRAME ONLY) x x x x x x x x x x x x — WRB LAYER 02, FORTIP15ER x x x x x x x x x x x x x - ----- BUILDING PAPER (FRAME ONLYJ x x x x x x x x x x x x x =" � � .:. FRAME OR CMU ' � 2x6 SUB BAND ROOFING CEMENT x x x x x x x x x x x x x x x x x x x x x FELT PAPER DRIP EDGE x x x x x x x x x x DRIP EDGE METAL Klcx our x x x x x x x x x x x x x (REFERENCE POINT FLANI �* I I V ONLY FOR WALL OFF J-. x SET OF COMPONENTS) ROOF KICK OUT REMOVED \\ FOR CLARITY \ ROOF DECK (BEYOND) —` DRIP EDGE, I' OFF WALL '(NOT INTO STUCCO) 1-1/8' TEXTURED FINISH a `�\\\ )WOOD, 1/2' TEXTURED FINISH a CMU 2x6 SUB -BAND W/1'x4' NOTCH a END, WRAPPED IN PEEL t STICK ® L V)4 T I ON METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL ®PLAN A PRE-ENG'D TRUSS TO BE CUT a WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-O' SCABBED TO TRUSS W/12d NAILS (o'-S' O.G. MAX. 2x SUB -BAND W/%'x4' NOTCH a END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL 3 SUB BAND DETAIL ® WALL W/KICK- OUT METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/tQ 'x4' NOTCH a END, WRAPPED IN PEEL t STICK -ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY AME OR CMU kLL KICK -OUT FLASHING LT PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Ya' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND WA'x4' NOTCH a END, WRAPPED IN PEEL t STICK *ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL32750 PH: 407-774.8078 FAX: 407-7744078 www.abdosigngroup.com AA #: 0003325 as � 1' y 46 1 Milli '" stmDm a L.OT ABBOTT PARK LOT #15 BLK #15 [PROJECT# 04181.000-15151 MODEU, 4EAB "1672— ARIA" GARAGE 81IINO: LEFT PAGE: WALL ASSEMBLY DETAILS: SUB —BAND 160 MPH EXP. C v _ _ FM-12Xi8 FM-12X12 4' CONC. NI BLAB NI `\\ F- �yl N W NI $a 1/2" io io iA `\\ F-2024 J a W \ \ 2'-6' 9'-8" FM-12X78 \\ 4" PVC CHASE \\`\ I TOP OFF °D `�\ 1" PVC CHASE j SLAB I 9 N ``\ FOR ELEC. 0 ISLAND n \\ \\ W 1 `` `\ S �I N 0 I it +1 iol I I to I I v I m EXTEND SLAB 1 1/2/� L — — — — — — I• y YA-51/2" N I 5 I I ma �_ O o: 2' -e^ M IX I to 17 I Ig a I~ 1 O EXTEND 1.1 2 W SLAB 1 M" FM-12X18 1.1 I N h 4" CONC til El' 3-0" 8" Ix law SLAB I I a I� a 31/2" 1 I ( �___J FMC-12418 *71/2" FMC-12X7m1.1 tj FM-12X18 -------- TIM7 F M -12 X 12Loll I 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 +-Y-O'. S. 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. 11.12IINDICATED #6 BAR, DINDICATES #6 BAR,MNDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD W HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12' SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 46 BAR DIAMETERS (#5 = 30", #6 =36'), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS 8) 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: F'm = 1,500 PSI, TYPE'M' OR'S' MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER 3 OF SLAB SUPPORTED 3'-0' O/C MAX. SEE PLAN FOR WWM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 6th EDITION SLAB SCHEDULE SLAB I THICKNESS REINF. REMARKS Bx8 W 1.4xW 1.4 OVER GENERAL 31/2, 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 LONG FM-12x18 12' CONTINUOUS is" - (2)#5's (+)0'-0" FMC-12xla 12' CONTINUOUS 16' - #5s #51N CURB VARIES F-24x24 24' 24' 12" (2) #5's (2) #5's (-)0'_4• FM-12xl2 12' CONTINUOUS 12' - (2) #5'8 (-)0'-4" TE-1 6' SEE PLAN a, - (1) #5 s 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32760 PH: 407-774.8078 FAX: 407-7744078 www.abdosigngroup.com L AA #: 0003325 p � N L4 0 r sUDDIV. & LOT: ABBOTT PARK LOT #15 BLK #15 PROJECT# 04181.000-15151 MODEL." 4EAB "1672— ARIA" GARAGE OWING: LEFT PAGE: FOUNDATION PLAN 160 MPH EXP. C 30„ MIN. EACH WAY MONOLITHIC FOOTING 44 g STEEL REINFORCING IN GROUTED STEEL REINFORCING IN GROUTED T� CELL SEE PLAN FOR SIZE AND < a CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS ¢� SPACING REQUIREMENTS ¢ ro 16I� JW'k GARAGE DOOR w U w v_ tttgddd RECESS U ¢ IL Q r FM j ¢ Z 8' CMU WALL O 0) 8' CMU WALL I J ..I 1//''�� CORNER BARS, SAME SIZE AS LARGER BAR U W B' O Fc Z ° I f ]/ FOUNDATION WITH 30' LEG EACH w U V W WAY AT ALL CHANGES IN DIRECTIONS � U/ TOP OF SLAB TOP OF SLAB .. _+,—� I ., SO THAT THE STEEL REINF. IS CONTINUOUS Fi_":+*"--. I(1" MATCH AMOUNT OF CONTINUOUS BARS ...I °c (° n CURB FOR ° EXT. PORCH, UANDBARQUANTITY SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA. 4• CHAMFER (1-STORY) #3 ie' EXT. PORCH SLAB ° - - VARIES ° SEE SLAB SCHEDULE+ TOP OF GARAGE I 4' CHAMFER o(, , CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE i`, 7:p. MASONRY UNITS SET AT ELEV: W/,/2' ISOLATION6' (WHERE CHAMFER (2-STORV) #4 24 W! 1/2' ISOLATION (1-STORV)JOINT 1 . a' 6' CHAMFER (2•STORY) APPLICABLE) ZEE SCHEDULE 30' JOINT (WHERE • • EE SCHEDULE#5 TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING WxD, BAR SIZE p8 1. gppLICA'LE) Z g °WHEN FOR WxD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AND BAR QUANTITY NUMBER OF BARS (le. 2 TO 3, PROVIDE 2 BARS), ONO #7 42• EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 BDALE: 3/4•=,'-°' 2 C� GARAGE SCALE: 3/4"=1'-0' CORNER BARS DETAIL DOOR OPENING O SCALE: 3/4'=1'-0' SCALE: 3/4".V-0' LAP TOP PLATE A MIN. OF 48' �y LAP TOP PLATE A MIN, OF 48" AND NAIL W/ 16d COMMON AND NAIL W/ 16d COMMON GHT NAILS, 2-ROWS, 4' O/C BTM. VERIFY HEIGHT NAILS, 2-ROWS, 4.O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL PLAN LAP TO OCCUR OVER STUD OF WALL PLAN w p a. I 2x4 OR 2x8 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP 2x4 OR 2x6 WOOD SEARING WALL W/ SYP No 2 STUDS SEE PROVIDE BLOCKING 2'CAPPED > NEW REINF. BAR No 2 STUDS SEE PLANS FOR SECURE ST. PLATE TO SLAB W/ PLANS FOR SPACING. SINGLE GALVANIZED PIPE O SECURED W/ 2- PART SPACING. SINGLE BTM. PLATE BTM. PLATE TO BE PT. W/FLANGE BASE ¢ 0_ EPDXY. MIN. EMBED i/2'x9' WEDGE ANCHOR W/2' TO BE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO d S', UNO — PLATE EPDXY 5-i/2' EMBED. MIN. ®16' OC SLAB W' MASONRY 9 ¢ 0 FOLLOW ALL MANF. = SIMPSON SPH4 OR SPHS MAX. NAIL 18' O/C STAGGERED. 01 in 0: SPECIFICATIONS FOR m ¢ BTM AND TOP PLATE ADDITIONAL METAL USE ANO I ANCHORS W/ 10d x 1 CONNECTORSNOT SECURE FLANGE TO F=- PREPARATION OF /7 ALL COMMON NAILS FILL ALL REQUIRED WHEN NO SLAB W/(4) 1/4' X 2 1/4' TAPCONS a HOLE. w ¢ /n HOLES, DO NOT USE 10d w N w UPLIFT IS PRESENT. ILQO o O° }, x 3• ¢ SEE SLAB SCHEDULE 5 ¢¢ SEE SLAB SCHEDULE 4 X74' ¢ ,Q TOP OF SLAB TOP OF SLAB\. .. ° CHAMFER (1-STORY) 6' CHAMFER (2-STORY) ° 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 7 INTERIOR CURB FOUNDATION WOOD WALL 6 SCALE:3/4'=V-0" (W/ UPLIFT) 8 SCALE:34"=,'-p (NO UPLIFT) SCALE:3/4'=1'-0' LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON STEEL REINFORCING IN GROUTED NAILS, 2-ROWS, 4. O/C BTM. VERIFY HEIGHT CELL SEE PLAN FOR SIZE AND LAP TO OCCUR OVER STUD OF WALL W/ PLAN SPACING REQUIREMENTS Z 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE SECURE BT. PLATE TO STM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SLAB W/10d MASONRY NAIL Y- ¢ w m 16' O/C STAGGERED. ADDITIONAL METAL U d CONNECTORS NOT 0 U) 8' CMU WALL REQUIRED WHEN NO IS PRESENT. � ? 0'-0' LINTELELL T. P.)UPLIFT 8' CMU FILLED CELL QVP.)TOP OF SLAB SEE SLAB SCHEDULE WPOURED 2X WALL FRAMING SEE SLAB SCHEDULE 1/2'DIA. SIMPSON STB2 BOLTS 5' p-p• Z—MINIMUM EMBEDMENT INTO TOP OF SLAB'°° g LATED'COLUMN PAD GROUTED CELL, 4'FROM ENDS AND NTERED UNDER WALL AND L FFOR 16' O.C. VERTICALLY MAX URED MONOLITHICALLY WITH UNDATION AND SLAB SEE SCHEDULEULE ,R SIZE FOR WxD, BAR SIZE AND BAR QUANTITY AND BAR QUANTITY COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO INTERIOR FOUNDATION WOOD WALL COL. PAD BLOCK WALL CONNECTION SDgLE:3/4"=V-0' (NO UPLIFT) SEQ2EN�G,AND SCALE:3/4"=1'-0' 11 SCALE:3/4'=V-0' 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32780 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.00m L AA #: 0003328 q 4� i � 6 no W T ia SUDDIV. de LAT: ABBOTT PARK LOT #15 BLK #15 PROJECT# 04181.000-15151 MODELo 4EAB "1672- ARIA" GARAGE 8111117MG: LEFT PAGE: DETAILS %160 MPH EXP. C 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774.8078 FAX: 407-7744078 www.abdesigngroup.com L AA 0: 0003325 13 9VHDIV. & Lo ABBOTT PARK LOT #15 BLK #15 PROJECT# 04181.000-15151 MODEL- 4EAB "1672-ARIA" GARAGE 8TIM0. LEFT PAGE: DOWEL PLAN %160 MPH EXP. C DOWEL PLAN SCALE: 1/4" = V-0" TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10' HOOK GROUTED BOND BEAM Q 0 CLEAN CUT REQUIRED Q FOR INSPECTION m 4 —J III- 0'-0' FIN. FLR, TIE ERTICAL REBAR TO HORIZONTAL q.: REBAR W/ IO' HOOK BAR SIZE 48 BAR DIA. Z� #3 18, i >O #4 24' U #5 30' #6 36, #7 42- HORIZONTAUVERTICAL 1 REINFORCING SCALE: 3/4'=1'-O' Z � STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND o a SPACING REQUIREMENTS W ir y - Z 8' CMU WALL o cl t D' TOP OF SLAB - q TOP OF SLAB # SEE SLAB SCHEDULE Z W q a a < EXT. PORCH SLAB BAR SIZE 48 BAR DIA. i > q - W/ 1/2' ISOLATION 4' CHAMFER (1-STORY) p3 18' i UU JOINT (WHERE < 6' CHAMFER (2-STORY) #4 24' APPLICABLE) Z MATCH STEEL #5 30' REINFORCEMENT 8' PVC CHASE PER SCHEDULE #8 32' 6' PVC CHASE THRU FOOTING THRU FOOTING � � #7 42' MATCH STEEL SEE SCHEDULE REINFORCEMENT FOR WXD, BAR SIZE PER SCHEDULE AND BAR QUANTITY PVC CHASE THRU FOOTING 4 SCALE: 3/4'=1'-0' CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774.6078 FAX 407-7744078 wwwabdeslgngroup.com AA #: 0003325 r7 zi q WWI zi mmT aumm 8e Lo ABBOTT PARK LOT #15 BLK #15 PROJECT# 04181.000-15151 MODEL' 4EAB "1672—ARIA" GARAGE aTI/IMG: LEFT PAGE: DETAILS %160 MPH EXP. C FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETAL20 W/ (14) 1Dd x 1 1/2' HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1 Od x 1 1/2' HDG NAILS, WOOD TO WOOD: SIMPSON H1OA 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. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 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'). 8. 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 0 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'-W, FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK SIZE a DESCRIPTION REMARK 0 (2) 2X8 BEAM SCHEDULE ZZMMM 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 r (Fgl) SIZE WkH, REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING 13131 MASONRY 3000 Bx8 (i)85 N/A GROUTEDSOLID 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 WeN_ _ Lama amen so -AM _r_� ww TYPE ., „, RCM LENGTH Top (427 PRECAST =1 V-V (4S') PRECAST 1I68 414-r (54') PRECAST IBIS 94' (64') PRECAST 1217 8.10' (70') PRECAST 1002 f-r (78') PRECAST I06 r4T Mn PRECAST 743 V41' (112') PRECAST 554 10'4r (12I') PRECAST 475 111'-P (13r) PRECAST 302 17-V (144') PRECAST 337 13'4' (160') PRECAST 290 IN-V (1851 PRECAST 279 14'41' (1M PRESTRESSED N.R. lVW (1841 PRESTRESSED N.R. 1r-P RM PRESTRESSED N.R. 19-C (292') PRESTRESSED N.R. 21'4" (288') PRESTRESSED N.TL 2Z-V (2541 PRESTRESSED N.R. 24'-0' PR!$IfiE88ED EMS= ff-7llKMjff=2000 Ommmmmm v00000m DA�mm 0■�mmm00 mo��©mom mmmo�oo m®mK::m m �= mm3m- 0®�0000 mmm0©mv Ommm®m0 DODO©�Q11 OD®DODO DOm00®0 o�mm��o ot7mmmoo oom0000 ©omom�o mOm�m�O mmm0mcm" "00"© 0000000 (2887 N.R. 129 1 20 I 440 1 4N 1 064 1 100E 1 129 Is) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. ALL VALUES TAKEN FROM'BAFE LOAD TABLES' BY CASTCRETE MAY 2D16 EDR10N ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFlCATIONS T$' (42') PRECAST 1026 1 1024 1 1688 4'-W M PRECAST M 783 1308 4'd' (54-) PRECAST m BBt 1073 SW (64') PRECAST 411 411 745 T-10' (7n PRECAST 340 339 816 C4r (7B') PRECAST 6W 721 490 r4r (90') PRECAST 424 534 383 V4' (112) PRECAST 320 512 230 11041! (12T) PRECAST 264 401 180 11-W (1138') PRECAST 260 452 164 lr4r (11"') PRECAST 244 402 137 1T4' (160") PRECAST 217 324 110 W-W (10n PRECAST 2D5 203 100 14'-0' (176') PRE81RE8SED N.R. 284 91 1T4' (184') PRESTRESSED N.R. 259 83 74- (20B') PRESTRESSED N.R. 194 64 IWW (2M PRESTRESM N.R. 148 52 21.4- (26B') PRESfRE88Ffl N.R. 126 42 22-0' 964") PRESTRESSED N.R. 118 40 ZV-T (26B') PRESTRESSED N.R. 91 33 SAFFE- UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS S/n SAFE LOAD - POUNDS PER LINEAR FOOT moo�000 III�KIIIIII�III�mo©oomo� �mmOm001 ©mm0��0 OD®®®mm O10"m @uNam@4 �t�n�n■a■��rllma (#) 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 MNIMLIM 4. OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE C 16-0126.03 5---- — 8F16.1T/--------------MIOB 8Fi6-1T/OM/OB �-------- 8F16-1T/O— _—___ I� 1 ,% t 1 1 I �1 1 % m j cb .- I I UNO, PROVIDE BB1 WHERE ROOF TRUSSES BEAR, TOP OF WALL EL. 8'-0'. UNO. 8RF14- 41p r 1 T/OM/OB I 1 i 1 1 1 � 1 1 op BF8- 1 8F16-1T/OM/OB 1 1T/OWOB ; ------ c::::t' 1-------------j LIFT BEAM PLAN SCALE: 1/4" = V-0" 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407-77446078 FAX: 407-7744078 www.abdesigngroup.eom AA I: 0003325 P N • p • 81 W L LL. j aunDIV. ab LOT ABBOTT PARK LOT #15 BLK #15 PROJECT# 04181.000-15151 MODEL' 4EAB "1672- ARIA" GARAGE DWING: LEFT PAGE: LIFT BEAM PLAN AND NOTES 160 MPH EXP. C IF COURSE OF BOND BEAM #5 CORNEA BAR Wl P FOR EACH VERTICAL REBAR W/ 10' HOOK 30" TYPICAL #5 BAR IN BOND BEAM CORNER REINFORCING OF BOND BEAM 1 SCALE: 3/4'=1'-0' NOTES TO THE INSPECTOR/CONTRACTOR TYP. 8'x8' 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM cO 1#5 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. \' 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING FJ PLACE STEEL HEIGHT. O 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. 8'x16' BOND BEAM '- 5. COURSELD THE DOUBLE BOND OF BOND BEAM IS OMIITEAM COINCIDE WITH A LINTEL THE TTED AND A LINTEL IS PLACED. THE STEEL REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1#5 TOP OF THE LINTEL. P'�Q 6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16' DEEP. 8xI6 DEL. BOND TOP OF BEAM W/ (1) 5 BAR BOND BEAM •\Q 9 EACH COURSE O 8x6 BOND BEAM TOP OF • OQ�GN\� W/(1)#5 BAR .L; BOND BEAM TOP I .\1�0� U = UNFILD W/ GROUT GROUT SOLID FR7FN J'1\Q NOMINAL LINTEL TO TOP OOF OPENING WIDTH # OF #5'S, IN 2ND BOND BEAM, IF FILLED BEAM COURSE SEE NOTE 5 p 16-1 T/1 B 8x8 PRE CONCRETE 5 (�P _�i ` LINTEL W/ (1) #5 BAR (L2) p�P�F NOMINAL LENGTH OF BAR WIDTH OF MASONRY Q HEIGHT # OF #5'S, TOP 0 OPENING-2' IT IS ENGINEER'S INTENT BOND BEAM COURSE OR 2 BEAM DESIGNATION THATXFXX-1T 1NOB INDICATES ADOUBLE BOND BEAM #OF #5'S, BOTTOM BXB PRE -CAST CONCRETE BCALE: 34'=1'-0' AND XFXX- 1TNM OB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (L1) REFER IT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATIONS AND XUXX-1T//M/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TOP LINTEL OF OPENING AND XUXX -1 T/OMOB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) DBL. BOND BEAM AT HIGHER ELEVATION 20 (MIN 2 X 3) 1-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD DBL. BOND BEAM MINENT AT LOWER ELEVATION WINDOW 1/4') 83FROM EACHZE00 E END 18' O.C. MAX. #5 BAR BENT AS SHOWN EMBEDMENT 2x6 (MIN 2 X 3) 2-3/i6 TAPCON OR DRIVE PIN (MIN SHANK PRE -CAST . SIZE.145 MIN HEAD SIZE .300 WINDOW MIN EMBEDMENT 1 1/41 e' 7p, Z:o SILL FROM EACH END AND 18' a SLOPE O.C. MAX. MIN 14/4" c m EMBEDMENT 2x8 (MIN 2 X 3) 2-3116 OPEN FACE SHE 50 TAPCON OR DRIVE PIN (MIN AS TO ALLOW BENT SHANK SIZE.145 MIN HEAD BAR TO BE PLACED IN SIZE' MIN EMBEDMENT 1 2X4 SOLID BLOCKING UPPER AND LOWER BOND BEAM #5 MIN. REQUIRED IN FROM 1/4') 8' FROM EACH END AND SECURE TO SHEATHING W/ EACH CELL HOOKED IN 18' O.C. MAX. MIN 1-1/4' MIN. 2-12d PER BLK. EA. END TOP BOND BEAM W/ EMBEDMENT STANDARD ACI HOOK 7/16' OSB SHEATHING CORNER BARS TYPICAL MASONRY WINDOW CMU WALL AT CORNER STEP %1 SILL CONSTRUCTION FRAMING DETAILS r� 3 4 SCALE: 5ARCHWAY SCALE: 3/4'=1'-0' 11/2'=1'-0' SCALE: 3/4'=1'-0" PROVIDE 3' DIA. HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL. I .� r II SINGLE #5 CORNER #; I BAR, 30x30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF Q,'TGQ FILLED CELL BOND. BEAM 8x8 CMU PIER I W/ SINGLE OR DOUBLE REINF. SARIS), PROVIDE #5 BAR AT EACH SIDE SEE PLAN. / STEEL REINF. OF OF ELEVATION ENSURE THAT PIER GROUTS BENEATH BOND. BEAM CHANGE LINTEL. CHANGEIN ELEVATION OF BOND BEAM 7 SCALE: 3/4'=1'-0' SINGLE LINTEL, MULTIPLE OPENINGS V SCALE: 3/4'=1'-0' 1441 N. RONALD REAGAN BLVD, LONGWOOD,FL32750 PH: 407.774.6078 FAX: 407-774.4078 www.abdesigngroup.00m L AA #-. 0003325 A 9_ may{ JW�JW 6 mmmmw SVHDIV. & L071*1 ABBOTT PARK LOT #15 BLK #15 PROJECTi1 04181.000-15151 MoDzl: 4EAB "1672- ARIA" GARAGE SWING: LEFT PAGE: DETAILS %160 MPH EXP. C FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETAL20 W/ (14) 10d x 1 112" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2' HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2' HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 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"). 8. 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 PBS36, .177' ° x 2 7/8' LONG, WITH WASHER 0 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 V-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 STM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8' FROM THE CENTER OF THE COLUMN. 1 CJ1 § CJ3 r CJ5 CJt 2X4 BLOCKING BETWEEN TRUSSES 24" O.C. TOE —\ NAILED TO ADJACENT TRUSSES W/ (2) 16d COMMON F-715 NAILS & SECURE TO BM. W/ SIMPSON LTA2 USED TO BRACE TOP OF WALL. aQ II IpI ER x �eA(I w I W, I� n u x x MATTACH n (n� nn n u wqn) Wx 1C " 1' SCAB p 3.1 s u n x n 4'-0' LL1JNG 2x TO TRUSS W/ 101 NAILS 0 W O.C. xl u n (4- FROM EA. END) AQG GT naaasaa:la®d�a�6 •®ea�mm•®.ersv. .ale—y---- :•mos4 sy.!:=�= lasoa a.>�II a.�=�•�_�. s�e�aaa�=aaaa=}�ass:a y/A �`a �a� �ssssass:�s I PREFARRIIIATED FJWW JTmmwowaapm�:•e.�:�: sama�a�emaz:a �Ie�:�a�x�aa:evl�a6m I�a>n>sa�ls �e�a�a�•e�ee=m:eel• W e(�=�e�aa�as�s.{�a�s Al :7�i"� v •'a ® � • •i .� . �i't • _ �' sus 22"x54' :�:•�� :�•:�I •s:�•�.��•ee�• ACCIESS 14 s:ss�h� �s� :sssas:ss.l.�s�: As�s•�s�=ss:�• _•s•.®ssssa�=vec a� to A8G GT —� V4 a 1 • s � s II a MNu u Hpx Iryn� W m >n 1A � sip 7 I! xp 11 ER A `f fa'r 4 .tom=+1-1= x x q— N— 0. I - -- /f x U 0 .1 1 FRAMING PLAN SCALE: 1/4' = V-0' :J3 1441 N. RONALD REAGAN Bt LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngmup.com AA #: 0003325 oI lit m SVHDIV. & LAT: ABBOTT PARK LOT #15 BLK #15 PROJECT# 04181.000-15151 MODEL: 4EAB "1672— ARIA" GARAGE OWING: LEFT PAGE: FRAMING PLAN 160 MPH EXP. C DATE: 08/31/20 OCALM 1/4"=1'-0" eHEET s3 ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE 24' 0/0, SUBMIT SHOP 'ROOF/WALUFLOOR DRAWINGS FOR REVIEW SHEATHING AND APPROVAL FASTENER SCHEDULE' A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 1Od x 1 J' NAILS TO TRUSS PLYWOOD SHEATHING, SEE (1) SIMPSON HETA18 #, UPLIFT B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH ROOFMtALUFLOOR TRUSSANCHOR WITH NOTE: A PT SYP #2 2' x 4', M IOdTSIMPSON HTSM20 Wl10 10d TO SHEATHING 16d x 1 NAILS TO TRUSS FASTENER SCHEDULE' 10d x 1 }' NAILS TO 8', 8' x MAYBE ADDED TRUSS AND 1/4' x 2 ,/4' DBL STRAP,1 EACH SIDE WRAPS UP AND DBI , GI GIRDER. PROVIDE 5' NAILS, W/ 10d NAILS, 2 ROWS, 3" H TITEN 2 ANCHORS TO OVER TRUSS (NOT SHOWN) MINIMUM CONCRETE 0/C TO FACILITATE ONE CONT POURED LINTEL C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH NOTE: APT SYP #2 2' x 4", EMBEDMENT. USED IN CONJUNCTION WITH ADDffIONAL PLY MAX. TO (16) 10d x 3 }' NAILS TO GIRDER AND 8', 8• x 4'-0' MAY BE ADDED ACCOMMODATE GIRDER # 1900 UPLIFT (2) SIMPSON (2) SIMPSON HETAt6 TRUSS ANCHORS W/ 1Od NAILS, 2 ROWS, 3' HEAVY UPLIFT TIEDOWN REQUIREMENTS. HTSM20 INSTALLED ON PRE-ENG TRUSS WITH (12) 18d x 3 }' NAILS TO GIRDER O/C TO FACILITATE ONE CONNECTOR OPPOSITE FACES OF ADDITIONAL PLY MAX. TO ACCOMMODATE TRUSS A-(') SIMPSON LGT3SOS2.5 GIRDER TIEDOWN BLOCK WALL W/,0 tOd 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) BIDS TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM SEE ARCHITECTURAL }'x2?TOGIRDER CONT POURED LINTEL 2x SECUREDW/U 16d GALV. COMMON NAILS. ENGINEERED WOOD B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH 1x2 SECURED W/ 10d TRUSSES 0 24' 0/C, 1x2, 2x WOOD FASCIA (2) }' x W TITEN HD TO CMU AND (18) BIDS t x GALV. COMMON NAILS SUBMIT SHOP DRAWINGS SEE ARCHITECTURAL 3" TO GIRDER 12' O/C FOR REVIEW 2x SECURED W/ (3) 18d C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH AND APPROVAL GALV. COMMON NAILS. (2) J' x 5'TITEN HD TO CMU AND (18) SDS }' x 3' 1x2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED MASONRY BOND BEAM 1E• 0/C SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS SEE SCHEDULE A ALLOWABLE UPLIFT = U:1810 LBS, 070 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 & 2' APART TYPICAL TRUSS/ REPAIR OF MULTIPLE 31a2 B ` °°_"° SlbalcGIRDER TYPICAL ROOF MISPLACED EMBEDDED TRUSS ANCHOR CONNECTORS () 2a 2b c ; ALA o GIRDER CONNECTORS) (2) 2X4 No.2 SYP DIAG. 20 BLOCKING BETWEEN 3/4" T & G SUBFLOOR GLUED AND BRACE W/ (3) 12d 0 EA. TRUSSES WHERE SCREWED AS PER SCHEDULE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT 20 GAUGE COVER 5 TRUSSES) 4'-0' O.C. (AT SHEATHING W/ 10dx0 W/ 1/2 HDG NAILS 0'-0' TO 30'-0' (1)'X' BRACE SEAMS) 0 EACH END. TOTAL OF 10 30'-1• TO 60'-0 (3) •X• BRACE SECURE 2x8 PT. PLATE PER ELEVATION (1)'X" BRACE 0 CENTER TO BLK W/ 1/2" DIA. FLOOR (2) -X' BRACE DIVIDED ANCHOR BOLT W/ GIRDER 6'-0" MAX W/1X4 ( ) FROM CENTER TO END. WASHER SET IN HIGH HIGH �R 10'-0" MAX (W/2X4) 2x WOOD FASCIA, STRENGTH EPDXY 6' le SEE ARCHITECTURAL MIN. EMBED. AT 32' OC P R ELEVATION Ili, r 1x4 DIAGONAL MAX. PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 PRE -ENG FLOOR TRUSS BTM. CHORD P.T. MAX . PLATE W/ 12d's e' STIFFBACK (AS PER O 5/8' GYPSUM BOARD OR 1/2' HIGH BRACING, SEE PLAN FOR LOCATION TRUSS ENG) CONT. 2x4 SECURED W/ STRENGTH CLG. BOARD o U MAY NOT BE (2) 10d's 0 EACH TRUSS SECURE TRUSS TO TOP PLATE w/ (2) >>a iv ¢ d F REQUIRED TO BE INSTALLED 16d TOENAILS 10'-0' O.C. MAX. DOUBLE TOP PLATE HTT4 W/ 5/8' A.B. WITH BTM. CHORD OF MIN. 7" EMBEDMENT WOOD ROOF TRUSSES TO SLAB & (18) 16d x SEE SCHEDULE FOR 2X4 OR 2x6 WOOD BEARING 2-1/2' NAILS TO POST., BOND BEAM RED. WALL W/ SYP No 2 STUDS SEE POST TO SIT DIRECTLY PLANS FOR SPACING. SINGLE ON SLAB BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE PROVIDE BLOCKING 1/2' GYP. WL. BD. . 1x4 BTM. CHORD BRACING 6'-0. O/C END WALL OR OTHER • . ' a x4 MAX., OR 2STM. CHORD BRACING END TYPE CONDITION, IF 9 • • i' . n 10'-0- O/C MAXSECURED W/ (2) lod DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD BLOCK WALL W/ GABLE END INTERSEcnONTYP. BTM. CHORD BRACING 7 PRE-ENG'D TRUSS SCALE:34=1'-0 GIRDER/WOOD POST CONNECTIONS G V SCALE: 3/4'=1'-0' a, FLOOR TRUSS CONNECTION @ L.B.W. THE USE OF ALTERNATE MATERIALS MAY BE 4 30ALE 3/4-V-0" (NO UPLIFT) NOTCH DEPTH I/4'D GE >5/8' USED SO LONG AS THEY CONFORM TO THE METER FOLLOWING L. STUD OUTER 1/3OF 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS SPAN ONLY A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES HOLE EDGE>5/8' ll AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE q THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, Ft, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE 01 SUBJECT TO F1 AND F2 FORCES. BTM.HOLE DIAMETERPLATE<3/5'0 DBL. STUD ALTERNATE MATERIALS STUD NOTCHING 11 AND BORING LIMITS SCALE: 3/4'=1'-O' 8 SCALE: 1 1l2'=1'-0' 1441 N. RONALD REAGAN Bl LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 m a 14 SUBDrv. ac LOT: ABBOTT PARK LOT #15 BLK #15 PPtOJECT# 04181.000-15151 xoaEi.: 4EAB "1672—ARIA" GARAGE SIFMG: LEFT PAGE: DETAILS %160 MPH EXP. C 20 BLOCKING BETWEEN TRUSSES (2) 2X4 No.2 SYP DIAG. WHERE X-BRACING IS PRESENT AT BRACE W/ (3) 12d 0 EA. 4'-0' O.C. (AT SHEATHING SEAMS) TRUSS(DIAG. BRACE TO COVER 5 TRUSSES) 0'-0' TO 30'-0' (1)'X' BRACE 30--1- TO 60'-0(3)'X' BRACE PRE-ENG GABLE TRUSS (1)'X' BRACE 0 CENTER (2)'X' BRACE DIVIDED EQUALLY STIFFBACK AT ALL -� 2x SUB-B FROM CENTER TO ENO. UPRIGHTS OVER 4'-10' HIGH \ (AS PER TRUSS ENG) PLYWOOD SHEATHING, SEE 'ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE' SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. ix2, 2x WOOD FASCIA CONNECTION PER SEE ARCHITECTURAL TRUSS MFG. 2x SECURED W/ (3) 16d ENGINEERED WOOD GALV. COMMON NAILS. TRUSSES 0 24' O/C, 1x2 SECURED W/ 10d SUBMIT SHOP DRAWINGS GALV. COMMON NAILS FOR REVIEW CONT. 20 RAT RUN 12, O/C AND APPROVAL SECURED W/ (2) 12d's MASONRY BOND BEAM EACH TRUSS SEE SCHEDULE GABLE END PRE-ENG'D TRUSS 1 W/ HIP RETURN SCALE:34's1'-0' VTCR SPACING (1) AT EA AND 6'-0" O PRE-ENGINEERED 2 VALLEY TRUSS CONNECTION SCALE: N.T.S. PRE-ENG GABLE TRUSS 20 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0. O.C. (AT O PRE-ENG'D WOOD SHEATHING SEAMS) (BLOCKING TRUSS (TYP) WOOD O.C. NOT SHOWN FOR CLARITY) MAX 2X4 DIAGONAL BTM. CHORD BRACING. SEE PLAN FOR LOCATION FOR STRAPPING VERIFY SECURE 2x6 PT. PLATE TO BILKW/ 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 218 P.T. PLATE W/ 12d's 8' O.C. MAX CONC.POURED LINTEL COURSE CONT. 20 SECURED W/ (2) 10d's 0 EACH TRUSS TO BE INSTALLED 0 10'-0. O.C. MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL 1'-0' 8 SCALE: 314'= 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407.7744078 www.abdeWgngroup.00m AA #: 0003325 oulaDiv. Z LoT ABBOTT PARK LOT #15 BLK #15 PROJECT# 04181.000-15151 MODEL. 4EAB "1672— ARIA" GARAGE SWING: LEFT PAGE: DETAILS 160 MPH EXP. C r DABLE-END Hip ROOF ROOF WIND DESIGN PRESSURES NET(GROSS)C -10 ZONE 1 = 23.79 PSF IS...) ZONE 2 = 39.48 PSF (49.48) ZONE 3 = 67.16 PSF (77.16) 'A'= 4'O' 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 1/2' CDX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 5/8 COX EXT. PLYWOOD, WITH Sd RING SHANK GUN NAILS AT 4' O.C. AT SUPPORTED PANEL EDGES AND ed RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 8d GUN NAILS 0 4. O,C, EDGEWISE 2.4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. ROOF/ WALU FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. DIA. SHANK TENSILE STR. SHANK 8d RING SHANK, 2 1/2' 0.120' 170,000 RING SCREW SHANK 16-20 RINGS ER INCH) 8d SCREW SHANK 2 12' 0.120' PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 2. INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION([SANTA) ESR-1539 EMRIOR SHEATHING USE 1/2' COX OR 711 WO.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4' O.C. AT PANEL SIDES AND Bd RING SHANK GUN NAILS 4. O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT W O.C. AT INTERMEDIATE SUPPORTS OR 7/16' ZIP SHEATHING SYSTEM (INSTALLED PER MANUR SPECS.) SEE DETAIL. 8d RING SHANK GUN NAILS 0 4" O.C. TOP & BOTTOM EDGES Z C Z � W Y Z to L<o9i 0 to zS . j . Y Q N Z Do tID J Z LW Z 0 W Y Q U J=j O G TC m J Y Z Q W W y ¢ LU W UL O a L) U U2 g O w ° a TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. RAFTER OR TRUSS ROOF SHEATHING .-1111,1111111111,-I `',1 -_-_m 11 EMMMML 11 111.1111'_111♦111♦11111, `1 ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING 8d RING SHANK GUN NAILS 0 6' O.C. IN FIELO� P. EXT. SHE HIN O H (O.. TO BE STRUCTURAL GRADE �-• Bd RING SHANK GUN NAILS 0 12' O.C. IN FIELD or Sd x 2 12' SCREW SHANK PNEUMATIC SCREW -NAILS 0 12' 0.7 FIELD TYP. 3/4' T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBGR 2017, SN EDITION ACI 318-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, ACI 630-13/ASCE 5.13 AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2011. ASCE 7-10 AND AISC SPECIFICATIONS ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33. MAXIMUM AGGREGATE SIZE SHALL BE 314'. WOOD: PROVDE 8%AIR ENTRAINED CONCRETE EXPOSED TO EARTH ORWEATHER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED MP. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, PROVIDE B-ML CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABSONGROUND WHERE INDICATED ON CRIPPLERS ,SILLS,ETC., SHALL BE SOUTHERN PINE NO.2 OR BETTER.. Fb. 1100 PSI AND A MODULUS OF DRAWINGS. SEAMS LAPPED B INCHES AND SEALED WITH ADHESIVE TAPE ELASTICITY. 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED, WOOD FOR NOKSTRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.26 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM FORM -WORK: CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED 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 W OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINO$. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBGR 2017, 6th 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 42. 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 AT 85, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI WOOD TRUSSES: THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION BE TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALLTO SUPPORTED WITH 2" CHAIRS SPACED 3'-0" OC, EACH WAY. 8E DESIGNED AND FABRICATED IN ACCORDANCE WITH THE "NATIONAL DESIGN SPECIFICATIONS FOR TOSTRESS-GRADEDESIGNEDC REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOA DS. ADS LUMBER AND ITS FASTENINGS' BY THE NFPA. TRUSS DESIGNS SHALL SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.038" AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES AR E FOUND. REBAR SHALL BE ASTM GRADE IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A875 d4 MEETING THE REQUIREMENTS OF ASTM A8, GRADE A. AND SHALL BE HOT -DIPPED GALVANIZED. DEFORMED GRADE 80 IN MASONRY DEFORMED BAA RS FREE FROM OIL SCALE AND RUST AND PLACED IN ACCORDANCE DESIGN LOADS: W/THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF H ACI STANDARDS AND SPECIFICATIONS. L THE CS DA A S DESIGN, FABRICATE, AND ERECT WOOD TRUSS ESDACCORDANCE WITH 7P%AND'TPI/ NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL B IRON STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND "TPINYTCA SCSI 1' ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psl AND 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 20 paf TOP CHORD-rwrlbancurreM REVIEW. TVP. MIN LAPS SHALL BE AS FOLLOWS: IO BAR - ' 48 BAR - ' WOOD TRUSSES. 10 pat SI M CHORD'non-concurrent 3042 M5 BAR - 30' 07 BAR - 42' PROVIDE 3(" x 38"CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF 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. 18 psff TOP CHORD 20 oaf TOP CHORD ( 7 Def W/ ASPHALT SHINGLES) IT pat W/ No GYPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 10 CHORD 5 5 Pd BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH O DEAD LOAADD TO RESIST WIND UPLIFT: 10pat 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 pai WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 pat WIND; DEAD LOAD SPEED.16o MPH 3. SECOND GUST (ASCE 7-10 (FBC R20M EXPOSURE C, RISK CATEGORY II) LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10psf, UNINHABITABLE ATTIC WITH LIMITED STORAGE: 20pa1, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30paf, BALCONIES (EXTERIOR) AND DECKS: 40psf. GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: WPM, PASSENGER VEHICLE GARAGES: 50pei ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30pd. STAIRS: 40pBf SHOP DRAWING REVIEW: SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENOS, STAGGER SPLICES WHEREVER POSSIBLE. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ENGINEER. MASONRY: MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE 'SPECIFICATION MASONRY STRUCTURES' (ACI 630/ ASCE 5/rMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK MANUFACTURED IN CONFORMANCE WITH ASTM G90, GRADE fm = 1600 PSI. BLOCK SHALL BE PLACED USING RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE P N OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED LACING CO CRETE FOR IN -WALL COLUMNS. GROUT USED TO 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 are' WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 6' TO 10'. USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATIOW SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 pet, FOOTING TYPE'M' OR'S' MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT, MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 96 a OF THE SHALL BE 3/8' THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL SOIL FOR TERMITE PROTECTION. CELLS TO BE FILLED. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GE0.TECHNICAL ENGINEER 70 VERIFY FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL 0 L E E E I C S ND/ ERT CAL SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE REINFORCING. GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE LAP VERTICAL REBAR 6 X BAR NO. 148 BAR DIAMETERS)., U.N.O. CONTRACTORS 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. STRUCTURAL STEEL: THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE CONCRETE: SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS A3 FOLLOWS: 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36, Fy . 36 W FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A-500, GRADE B. 2,600 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE Fy = 46 ksi. STRUCTURAL PIPE SHALL BE ASTM-53, GRADE B, TYPE E OR S. Fy = 35 kal. TUBE AND PIPE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SUB. COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL HISTORICAL STRENGTH DATA MX PRIOR TO CONCRETE RETE PROPOSED MIX DESIGNS,NOT OTHER BOLTS SHALL BE ASTM A325-N BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL PLACEMENT.ALL CONCMIT CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED S'N-PRIOR TO THE ADDITION OFPUSTICIZER. EXCEED ADDITION F PLACH STICIZER. BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OFACI SDI AND ASTM G94 OR MEASURING, MIXING, TRANSPORTING, ETC. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. CONCRETE TICKETS SHALL BE TIME�STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER 13 ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT E(CEED 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 7FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): B. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER: 1-1/Y FOR III AND SMALLER 2' FOR 06 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 31C FOR SUBS, WALLS AND JOISTS 1-12' FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA LICENSED PROFESSIONAL ENGINEER. THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS PROVIDED BY THE TRUSS ENGINEER. THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE OF THE 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 ALL TRUSS TO TRUSS CONNECTIONS. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER .PL..- SIZE TYPE 9PACWG REMARI(9 MPLICATIIXJ 512E TYPE smclNo RE.- 1-FUR INGTO MASONRY/GONG. CASE HARDENED COIL NAIL I Irz'LONB. e'�C GARADE DDORBUCN TO MABONRYFCNC. 1M' DIA. NOWAEHEfl TAPCON MASONRY FASTE_ e•QC 1 t2' E1 D.,Da' ENO DIST., SOD, AL, EXT. DOORS CARE HARDENED DoL IY QC WINDOW,DOOPJ FASTENED OAMOEp00R8 IRA DM. WI EXPANspN BOLT 2d'C!C a'EMBEO.,YEND 08T., I.PT,8EENOTE6 NAILI I.-IONG. STADDERED TOMABONRYICONC, TOMASDNM,CONC. ABHER 9'EDOE DIST. WINDOW BUDX -HARDENED co,L B•Do IN -ow FABTENED AL ST-TD CONTACT THIS ENGINEER FOR SPACING I. PT. sEE NOTES STAOOEREO wTo MASOfdVY.CONC. All5OF1gY ICONC. REQUIREMENTS M. MIND DOOR BUCKIDIPT,SEENOTEe (2)-DIA. NOWASHER 'TAPCON' F rtNER IS OIC 1IIY EMBED, e'END. DIST.,II EDGE DIST. NON -BEARING WOOD WALLTO CONC.9U0 rz" EXPANSION a•EM 3ED.I END WIWASHER BOLT 2a•O�O I. EDGE DEiT, APT WttIWW'BUCx 3B°PAF VY I? WO.0 FEND, DIST., II? PTTovEEL COl., SEE WASHEq 9TAOGERED EDGE DSTNOTES TE e 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURALAPP (CATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND/ OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILT! X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN S. 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 2X MEMBERS ARE SECURED All TAPCONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD, LONGWOOD,FL32750 PH: 407.774.6078 FAX: 407-7744078 www.abdesigngroup.00m AA M: 0003325.. C b 53 YI WWt , BVHDIV. dg Lot ABBOTT PARK LOT #15 BLK #15 PROJECT/µ 04181.000-15151 MODEL' 4EAB "1672-ARIA" GARAGE 8WING: LEFT PAGE: DETAILS %160 MPH EXP. C - 2-3 V-