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HomeMy WebLinkAbout7834 Sail Clover Lnr a r_qm 99 1672-4EAB--ARIA99-1 HOMES 12602 TELECOM E)RIVE, TAMPA, FL 33637 Tool: (813) 740-9720 Fax: (813) 740-9715 -STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES 12602 TELECOM DRIVE TAMPA FL 33637 1 TEL: (813) 740-9720 FAX: (813) 740-9715 DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS -jBMIN(; CODg, ,p� ng EMM (yip) -AMIW •1 � ME iw/VlW Y�L WYiI -OCCUPANCY - RESIDENTIAL, GROUP R3 -CONSTRUCTION TYPE - VB M. DTTERIOR F1NIS11 - CLA33 B -BASIC RIND SPEED — Vint=I80 MPH =I2I N -E�OSURE - C _2 3TOBl RCS& _ y� p� IACAL AND STATE CODES ABV ABOVE LAV. LAVATORY AC AIRCONDITIONINGMe, LUMINOUS ADJ. ADJUSTABLE M.C. MEDICINECABINETAW AMP ALTERNATE MIN MANUFACTURER BD. BOARD GE MT METALTHRESHOLDwBRe-iaeuED CL CENTER LIKE MTD. MOUNTED CAB. CABINET MTL. METAL CLG CEILING N.T.S NOT TO SCALE CLA. CLEAR O.C. ON CENTER CONC. CONCRETE PL PROPERTY LINE CPT. CARPET P B. PUSH BUTTON C.T. CERAMIC TILE PH PHONE D. DRYER PLT. PLATE DBL. DOUBLE PLYWD. PLYWOOD D.G. DUAL GLAZED PR. PAIR DA DIAMETER PT. PRESSURE TREATED DIM. DIMENSION R. RISER DISP. DISPOSAL RAD. RADIUS DP. DEEP RAO. RETURN AIR GRILL DR. DOOR REF. REFRIGERATOR D.S. DOWNSPOUT RM. ROOM DTL. DETAIL AO. ROUGH OPENING O.W. DISHWASHER S.C. SOLID CORE MDR EA. EACH S.D. SMOKE DETECTOR EQ V EQUALTION SHT S EEF "° EXH. EXHAUST SHTHG. SHEATHING EXT. EXTERIOR SHWR. SHOWER F.GiFx. FUEL' GLASS Si SIMILAR .G. FFUEL GAS SL. SLIDING FIR. FLOOR STD. L STANIDARD NG SS FLUOR. FLUORESCENT SwS S"EAR WAIL FR. DR. FRENCH DOOR SECTION FTG FOOTING TEMP. TEMPEREDOLASs GA. GAUGE TTHICK CAA. DISP. GARBAGE DISPOSAL. T.O.C.O. TOP OF CURB GF.I. INTERRUPTERTCIRGD7 TOP TOP OF PLATE SLAB GL GLASS TYP TYPICAL GYP. BD. GYPSUM BOARD ONO. UNLESS NOTED H.B. HOSE BIB OTHERWISE H.C. HOLLOW CORE V.P. VAPOR PROOF HDR HEADER W. WASHER HOT. OR HT HEIGHT W, WITH INSUL. INSULATION WD WOOD ENT. INTERIOR WOW. WINDOW WILL WATER HEATER W.I. WROUGHT IRON DATE DESCRUMON CDsM&W ARCHITECTURAL SHEET DESCRIPTION 0I/�/I6 inn FEC LIPLjATE PG Cl—COVER SHEET PG GN— GENERAL NOTES PG Ai —FLOOR PLAN PG A2D—ELEVATION "D' PG El —ELECTRICAL PLAN PG PI —PLUMBING PLAN PG MI —MECHANICAL PLAN PG Dl—DETAILS PG D2—DETAILS PG D3—PRODUCT APPROVAL PG WA1—WALL ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS PG WA3—WALL ASSEMBLY DETAILS PG WA4—WALL ASSEMBLY DETAILS PG WA5—WALL ASSEMBLY DETAILS PG WA6—WALL ASSEMBLY DETAILS oUbdlB FOOTING REVISION PER PL DOW C1R2119 PLANMAM'IENANCE RE LN1E6 812E AT FROM ENTRY DOOR 06/2M ADDED LEDL�B. 4DA7yp"PERMARK�B V1MA% ADDED STONE OPTION ELEVATI" V I V iVASl9 ADDED OPT.W-O- CEILW.HMSHT mUmlllo REPLACE,CONNECTOM UN BA7'+6oN� - STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, T C. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 SQ.". (,''AI,,�,'S 04ISnO OPT V-CLG. HAT. ELEVATION 'V- REViN D WnW OF AR-RUY O' 01A01RI 1C10 FBC UPDATE ING LIV*12 ISO.FT, ERW 38 BPT. Q. LANAI 96 $a Fr. TOTAL 2298 BA PT D 121 ADDED WMT DETAILS STRUCTURAL SHEET # DESCRIPTION PG Si —FOUNDATION PLAN PG SIAA—DETAILS PG 51.2—DOWEL PLAN PG SI,2A—DETAILS PG S2—LIFT BEAM PLAN AND NOTES _ DETAILS PG S2.2A—SAFE LOAD TABLES PG S3—FRAMING PLAN PG S3.IA—DETAILS PG S3.1B—DETAILS PG SNI —DETAILS PG SDI —SOFFIT DETAILS DRAWING / CONTRACT DOCUMENT �y� ��yILD� REVIEW BY BUER THE BUILDER ASSUMES ALL LIABILITY FOR DdTTERPRETATtON OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (A3 IN NE DEOF�FUR�THEDR DETAILING FOR EPLANNA7 ON IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARVICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN PM's IN WRTTTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSDOLITY FOR INIMMRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFIs HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE NSTRUCTION BASED ON THE DRAWING SET. L44i N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-77"078 FAX: 407-774AO78 www.a bdesigagroup.com AA #: OW3326 ju H .► - GENERAL NO= 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 7TH EDITION (2020) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH FBCR 2020 CHAPTER 3, SECTION R301.2.1.2. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK, THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 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 REQUIRED 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 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL V MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN %-INCH GYPSUM BOARD OR EQUIVALENT. antEwom 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8- LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012 El. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 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 Y- 0' BEYOND NEW FOOTING LINE, 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES R S 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.' T 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: 1. 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 ROOFANALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SNt. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SO. PLLIMM 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 W AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FBCR SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF FBCR SECTION P2603.2. EIINVWRWALLCIMIIII a 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH FBCR TABLE R301.2(2) AS MODIFIED BY FBCR TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EVINIM F000 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, ?4' THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2' THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-18b, ASTM-C1063-19a & ASTM-C1787. 3. LATH & ACCESORIES PER ASTM-C-1063-19a & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - 'L' FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS - WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 -19a AND R703.7. FMftEW MTC0INTRUCTIOR UNDER STAIR PROTECTION: 1, ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 112" GYPSUM BOARD. R302.7. EXf9a0RC0L" 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) . coNrn UCTION 0NWATTON CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE MA A PART OF AS DESIGN GROLIP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUPS SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S/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, EKT9NNOOFRra 1. EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.) ARE TO BE INSTALLED SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020) R 704.2 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. CONTROL DATE: 12/10/20 (RM) 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA 8: 0003326 J y C a a F" BtmDIV. as LOT 44 ABBOTT PARK LOT #9 BLK #9 PROJECT# 04181.000-09091 MODE=. 4EAB "1672-ARIA" GARAGE BWWG: RIGHT PAGE: GENERAL NOTES 160 MPH A C (2)-AM2-SW (2)3062-8H �H Fr.WAR -- ono -- o oIEEIGLoi� a oIEE�E�EE�EE�E��o���oIE�EE�IIo . -- \ i I II 1in in in _ i in'i � o IE�M� n o ll� o . in inME in 0 in 0 in . is in 0 i i u in Y' : Al'' iainn i 0 . 0 , �� • • 0 e ern �: a o in in in in in in in in �. in in ME in inin „ i 0 in .. • in i �!*BOL FLAT Hi a ® ATTIC REQ. i in in iAS in PER IBLDG. CODE tY: v-v in ME in,. in I—FO 1DUE ,.in �11lm in . no' . i i : - i „Emy ini in in Z in in 13min i in in -- i olElooIEEEEalga oJEElio 1111 SQ.FT. CALL. S LIVING 1612 80. FT. GARAGE 432 $0. FT. ENTRY 36 SQ. FT. LANAI 96 SQ. FT. TOTAL 2238 SQ. FT. CWMWANDOADDMUDLOM B EiFCIMFORSEDWOIM79 OPBIKi Sam WE 11 WHUDU IEMW(8 AIDTFE FOOIAOE MM. WINDOW IV 5 34/-4g CRITERIA EXTERIOR Swi IB 5 33/-43 DR, MINIL CRITERIA B.GD. MIN. 41 5 31/-39 CRITERIA 16m'10 O.H.D. 112 5 283/-31-% i2'x12' SOFFIT 1 5 313/-49.9 BASIC WIND SPEED MPH = 160 (Volt) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II, EXP.=C, MEAN ROOF HT. = 13'-0" PRESSURES HAVE BEEN MODIFIED PER FBCR 7TH ED. (2020) SECTION R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT 1(ANUFACTURER. OONIIgLQA1B0Y0YlI HDR .IDTL. B SCALE, 1/2 NOTE, HEADER FINISH TO CIE PER COMMUNITY STANDARDS FLOOR PLAN SCALE: 1/4' • 1-0. -2-8 LOW. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY C-ONDE48M PAD LOCATION WITH 817E PLAN. -OTHER OPENINGS BETWEEN Tla: GARAGE AND RESIDENCE SHALL ISE EQUIPPED WITH 60LID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICKNESS, SOLID ORHONEYGOM15-CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. 1 N. RONALD REAGAN BI LONG WOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 1 S3 a a onin 8xmDIP. as LOT: ABBOTT PARK LOT #9 BLK #9 PItOJM 04181.00 —09091 moDmu* 4EAB "1672—ARIA" GAZAGIC 011WING: RIGHT PAGW. FLOOR PLA 160 MPH E ic r 4' FREIZE SAND (TYP.) 6' TRIM BOARD (TYP.) 8'-m• BRCS. HGT 1'-m' FYFON BKTIIXtl OR EQUIVALENT 4' RAISED Tyr.I BAND ITYP.J—'--,l m'-m' FIN. FLRs_— ------------_---_ � 18'-m' BLDG. HGT. FYPON LADC24 OR EQUIVALENT FRONT ELEVATION-D SCALE: V4 " 1'-m' TEXTURED FINISH 8'-01 BRG. HGT OFF RIDGE VENT I�b SHAKE SIDING AS SPECIFIED ITYPJ 6' RAISED BAND (TYPJ m' BRG. HGT. OPT. COACH Lh3wT OFF RIDGE VENT AREAOFATnC = 22355Q FT. NET FREEVENTILATION AREA REQUIRED - 3/300 REQUIRED VENTILATION AREA = 2235/300 = 7.45 VENTILATION AREA SO, INCHES PER FT. 1244) = 1072.8 SO. IN. MIN. REQUREDVENTILA71ON = .5% 1072.8 IN UPPER PORTION OF ATTIC 536.4 SQ.IN. OFF RIDGEVENTILATION AREA = US SQ, IN. FERVENT 536.4 /115 TOTAL# Of VENTS REQUIRED = 4.66435 TOTALROF VENTS PROVIDED 5 'AREA Of ATTIC ISTHE PERIMITER OF THE HOUSE, LESS THE OVERHANG EXTERIOR OF WALLTO EXTERIOROF WALL, NO OVERHANGS INCLUDED B -m' BRG FKs s - m'-m' FIN. FLR. OFF R® \� b FM- I I M-1 0 -M REAR ELEVATION-D SCALE: 1/4 . I'-m' TEXTURED FINISH L EI k--------------------------------------- LEFT ELEVATION-D 37Zff7/-4--V—Vr TEXTURMD FINISH II OFF RIDGE VENT OFF RIDGE VENT RIGHT ELEVATION-D WAIX, 1/4 " I'-®' TlxwIM5 FINI /— — -, r/ 2' I'-m' \ I I BRG- HGT. �i4 ^ 2�_q• � � \\ ' / _-_gym'-m'FIN. FLR A DE. DETAIL .31 m'-m' FIN- FLR 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003326 F ausasv. all LOT ABBOTT PARK LOT #9 BLK #9 PROJECT* 04181.000-09091 MOaEu 4EAB "1672-ARIA" GARAGE BMWG: RIGHT PAGE: ELEVATION I'D" 160 MPH E C iUN 1l DATM 08/14/21 8CJ%XX: 1/4"=1'-0" BHEET A2D ELECTRICAL LEGEND SYMBOL DEFINITION NOTES �-y IMV OUTLET m AMP mum FILE IIOV OUTLET roy ouTm vJ ON auTLeT "No To NOTCH df4 UOV OURET Oawmo OOIIb FAIL NnMlAF?llMI T1rtPli 220V OUnXr rM M! CON ICTM -F} Illr per UATERPROM OwnJlT dIMMM MLLT MBOV•IBt ea#7r.NI OUdTCN 3-UtAY OPER SUUTCH 4-UWER Y OP ' ^V6 UMLI. MOIM® ' LUNiT @LM3 LWHT © LED CiA LIGHT LOD VAPOR © VP PROOF LOW O Vp VAPOR PROM Lw4r ORocoam GIN eVoR. PAN I CNM PER Ni FT. VUNT. NAl1 usLloHr I CAM Mlt Nits A. V FIXIUE rePEcb TOD OY L ARCM t ) w k_{ :1 PuaRFICENr 4' gLOI�T p W--A--�--e Cr 4' TRKK LgNT c PANEL obill mamt OB.D. own ozm=m YELHSE000! lJ MIOK[ DITtCTOR YILMMOIISQ ® CNlON ON=T�EMCTOR cow u.solle! 100 OR" Off A Palmem O, NOT Ltls THIN 4' PEDANT LOW NATI#U4. AAs cunm ► TMJO%4 E JACK WON NG7lR Met ®.evAT® DROONECi AIR COND DMOO/ICT WE AM ON I�N ilLMS10N JACK Max WERE JO J-1m TO lQ MlTORIID N ALCOMDI N W IM M W= AS Ol" FOR COLM COILING PAN& ONT ON arm" N AOCOPC #N= W IM MAR® AS SUON FOR wwwriam �nnn 24` NCANDO#CTER LOW ~ nnnnnn M'NCNbdCmR LIGHT S1RP nnnnonnnn w, LIGHT STRIP ROOD LIONT �, orr. sECIM#rtY KNTAD • PA PHIN-IIRTCN ►M CHFN USE PORT • LOCATION OF TV JACKS A PHONE OUTLET! A FMM TO RE vMMrlMO • HOPE00#ER PRE-CONMTINICTION • AALL 0470 AMP BRANCH CIRWITO TO OE ARC MULT PROTECTED PER EI ICTMIC4L PROVIelow O• emd 1TN ®TTION rxm) A NEc Mle)M 207 OMTKMI • 20 ANP CMICATED LAUNDRY CUCWT. • OFI • MLAN O CPO ON KITCHEN CM CUR) • DISHUTAMFEIU DMCONECT TO DE LOCKOUT N PANEL • BATHROOM Vd4AMMT FAN TO HAYO MK CAPACITY OF 6O CM NTEMITilHT PER ELECTRICAL PROV161 I Q SECTION MOOT) NOOU TN O-MON 120201 • LAUNDRY ROOM RECEPTACLE 6HALL BE OIUOI#D FNLT Cn=rr_Mltltlr7lR PRO1tCTION POR FEIMO MIL PEDEM • MMODON NON NRTALLIC CABLE PER 13JI IICAL FROV0016 OF fflIGRTTN lD G9W • ALL lOCW TO COTPLY WITH ELECTRICAL PRONSIONM OF THE Pam TI! on M90e2 tMOSONVIAL r-_______ CEILING PRE -WIRED I I MTD. LIGHT 'CI-G PAN I I TO BE I INSTALLED, I PROVIDE U-BOX FOR OPT. FANS I use ll I PRE -WIRED ` GLG FAN � GREAT ROOM \\ BDRM.�3\�\ GFI / \ SWITCH IN ` � CABINET I \ 1 � I KITCHEL� 1 II I II % L GFI \ — I \ I \ I I I � BDRM. j / P.B. FOR FCLOFAN GLG FAN � 1 BEIRM.i1 1 7 // PRE -WIRED / CAA FAN HOOD WIRE W/ OUTLET FOR mUTURE MICRO. S. FOR T 44'AFF.® T(Ily \ i r-----i DOOR \\ I — y.� j �— D —t \ — BOLLARD \\ AS RE6i WALL MOUNTED \ LIGHT W/SWITCH N PER BLD CODE \11 ATTIC KEYLESS FIXTURE GFI GLG. OUTLET OWE) IRRIGATION OUTLET • ��p� � 48' AFF II —---------------------- e�\ _ COACH — LIGHT ELECTRICAL PLAN SCALE, 1/4' M I'-0 METER FIELD VERIPT LOC. I m I I L I I I I ® I I � I I I LED LIGHTING ® DOUBLE LAV. BATH N 150 AMP ELECTRICAL RISER NOT TO SCAM ELCCIRICAL MARRIALS AID INSTALLATIONS, SNAIL CO'PLY am ELECTTICAL FROVMIONS OP THE HIM IT" lGIIlOtllZOiltLOCAL COM AND ALL LOCAL POUM OCHPANY NOTED CONDOanamuT HALL SOE iTTE 7NM#Vr" I� 'LESS SENKi M PROVDED OY nE COMPANY. C2OWNAll WTH THE ELECTRIC PRIOR 70 BID. I I LED LIGHTING @ SINGLE LAV. BATH 4 COMBINATION bolmm =- Bo ArIP OMCON RCT SUUTCH AM DOR40 VC M MACTRIC NRTIR N I IN ! NEU SR IIINCLOINEW PANS. TEJO-Now SEINICi CABLE TELMNON BRRANCE #HENCE lIfIMANYE EOURION! sompt'UNT NTEIMYSTM BONDING 7E11414AL AT LOW VOLTAa* CONIECTIONM 1 44 ou SERVICE GROI#D COMl.C7lD TO CONCRIM I/ICAN D FOOTM 61E111. PER SLICTRICAL ONM OP THE !ffid1M SAV' DIA X S PT LONG COPPER CLAD GROUND ROD i44i N. RONALD REAGAN BLVD. LONGWOOD, FL 32760 PH: 407-774.8078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 a IN UE de I.oT ABBOTT PARK LOT #9 BLK #9 PltojzcT 04161.00- 09091 MODEli 4EAB "1672- ARIA" GARAGE STRING: RIGHT 1PAGE: ELECTRICAL PLAN 160 MPH EXP. C 0 1 II 1 II II i I I I I I 19'-0' 9'-1. 7 10'-1' II II II v . I O O I I I u l --- I I I I I _J I it m II I II I I III ql II II II II W, rL� II 31'-3' � I 36',�m' SFAIA2 PAN i;8, �iii I I III ---- V. L---- J a 1 PLUMBING PLAN SCALE, 1/4 . V-V . 2' V.TR 4 1/2' 117� 2 I \� "IT 1 1/2' I j ��Cl 1/2' AUTO VENT ) 2' V.T.R ITU®Ill I 1 1/2' qI Ir r I LAV 1 1/2' I ,` 1 1/2'�� I I1/2' 2. I ur— I 11/2�Y---- — r I' s' 3 WASHER 1 i UC. jr- I LA . L0 I &a* I s C.O. TO MAN 3 4' PLUMBING RISER 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774,6078 FAX: 407.774.4078 www.abdesigngmup.com AA #: 0003326 a F 8TT>BDM da IOT: ABBOTT PARK LOT #9 BLK #9 PROJECT 04181.00- 09091 HODEU 4EAB "1672—ARIA" GARAGE 81VWG: RIGHT PAGE: PLUMBING PLAN 160 MPH NftC HVAC NOTES I. ALL MECHANICAL EQUIPMENT SMALL, BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER IMF& REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL 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 'TTHI EDITION (2020) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 101 CLASS I AIR DUCT AS PER NPPA WA 2-3.1 4. PRES14 AIR INTAKES AHALLIM BE LOCATED CLOSER THAN 10 FT. PROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET S. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER MC ,TH EDITION (2020) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFOF MB SHALL BE CONSTRUCTED IN ACCORDANCE TO PBC ,TH EDITION (2020) MECHANICAL CODE 603.1 ,. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH PBC ITH EDITION (2020) MECHANICAL CODE SECTION 403. S. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -GUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 9. ALL FIRE RATED CEILINGS AND WALLS SHALL HAVE AN APPROVED FIRE OR PIRE/BMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MIFC% RECOMMENDATIONS AND PBC ,TH EDITION (2020) MECHANICAL CODE SECTION 60,. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. IL DRYER BOOSTER TO BE A FANTECH DBF BOOSTER PAN OR EQUAL. FANTEC 4 DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX SIX ELBOWS. NOTE ALL HVAC TO HAVE PROPER PANS W/ DRAINS ATTIC CEILING O O EXTERIOR WALL PLENUM T y AIR RETURN SUCTION AND LIQUID AIR SUPPLY yT1 REFRIGERANT LINES AIR HANDLER-----y EXTERIOR WALL y 3/4, PVC CONDENSATE DRAIN LINE EVAR TRAY y PVC SLEEVE TO LINES BELOW SLAB T REFRIGERANT LINES TO PLATFORM RETURN CONDENSING UNIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAM, AS PER PBCR,TH EDITION (2020) MECHANICAL BLDG. CODE SECTION W1.2.4 HVAC DRAINS SCORIATED NICKEL --FIN. FLOOR BRONZE FL PL. / OR WALL BRASS PLUG �—PITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED INSIDE SERIES NICKEL BRASS TOP CAULK P.V,C OPTI/SPEC LEGEND ® SUPPLY AIR DIFFUSER m RETURN AIR GRILL ® SIDE -WALL OR I WAY DIPPUSER — SOLID LINE- SUPPLY TRUNK — BROKEN LINE- RETURN TRUNK BALANCING DAMPER OR OBD O CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR m THERMOSTAT m PASS-THRU AIR GRILL SECURE STRAP TO CONC. W/ (2)-3/16'X2' TAPGCNS CONUNIT SIMPSON WB ROLL STRAP OR EQUAL 4' CONCRETE SLAB %X1V/4' SHTAP TO LNIT W/ (2) . MTL. SCREWS CONDENSER UNIT CONNECTION TO PAD NOTE, MAIN COND. DRAIN 3/4' DIA. OVER HEAD • 12' FROM STRUCTURE COUNTERSUNK CA. PLUG FIN. GRADE OR PAVING r EE SPEC. -S'XS' LONG. TTING OR XTENSIONTO 801E R WASTE AS EQUIRED TSITE PLAN TiF100R SLAB CLEAN -OUT (TYU EXT. GROUND CLEAN -OUT (TYP E HANICAL EQUIPMENT E INSTALLED AT OR .PE. ELEVATION. I I 14' II I I 14XI4 WX14 I I I DM BDRM.jl 12XB 12X8 GREAT ROOM --- I I .0 I II • O I I 4' I • 10 4ETCHEN � _J I I mx& BDRMJ O I — BATH; 1 6, I0' III ql N. 1 1 ® I N WJ u u I'II O50 GM 4' III tp SX4 1 D lip X, rmJ 6 q ------ 4' L 4' DRYER BATH# I 5' V.TR O I u 0 ILI L-----J, II II I I gX4 II ------ t4x6 ------ 12X8 BDRM.62 E GARAGE MECHANICAL PLAN 1/4 . P-0 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-7746078 FAX: 407 7744078 www.abdesigngroup.com AA M: 0003326 y b o Iqi BVHDIV. Ae LOT: ABBOTT PARK LOT #9 BLK #9 PROJECT 04181.006--09091 MODEL: 4EAB "1672-ARIA" GARAGE BWING: RIGHT PAGE: MECHANICAL PLAN 16 H E)ff\ C 2X4 TOP PLATE MR mit.A, PRE-FAIS TRL88 t*' CLG. SOAR-0 7 IR' DRYWALL — , ­ T`' 1 SECURE ST. BTU[ PLATE TO SLAB W/ 0d MASONRY O.C. NAIL MAX FIN. FLR TIONS SUPPORTINCs', HUNG PLUMBING E=S AND WALL LETS SHALL SE NOT THAN 2x4, WHERE ED NOT MORE IV O.C. OR NOT THAN 2x6, WHERE ED NOT MORE 24' O.G. (a:)TYP. INT. WALL NON—BRG. D1 SCALE, 3/4'.P-0' A8 PER F \ SHE THIN ROOF BWEATHNG \\ THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE PRE -ENS TRUSS MTL. DRIP EDGE 2x FASCIA PER I -0 ELEVATION& O.H. O.H. VENTED SOFFIT I I f I 1/2' THICK, 2 COAT PORTLAND I CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR�_ _ . �. d • p. , 4: n W/ WINDOW OPENING n B/8' GYPSUM IS, OR 1/2, HIGH STRENGTH CLG. BOARD 3 5/8' OR 5 V2' DRYWALL 3/8' TOP CHANNEL (25 I F— GA.) I/Y DRYWALL 3 5/8. OR 5 3/8' METAL. STUDS —IT 24' O.C. 20 GA METAL TO BE INSTALLED N WALLS RECEIVING UPPER/ LOWER 3 5ro' OR 5 CAmwe AND TUB/SHOWER 25 "1 BOTTOM GA METAL TO BE INSTALLED CHANNEL (25 IN ALL OTHER WALLS. 67LCO GA.) SECURED TO 00 SPACED W O.G. AT 2ND TO C0NC FLOOR WALLS ADJACENT TO FLOOR W/ 3/4' STAIR LLELLS AND MATHROOM PAP 4 TO WALLS UV TILE PNISN woo FLOOR WW V4' WOOD WOOD BASEBOARD—, SCREW ENERGY C0M PORMS .ATION R-VALUES PENCE STRUCTURAL ELEVATION R-4.1 INSULATION — WNDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS Ix2 P.T. PURRNG— STRIPS • 24'Or_ 8' CM U 1/1' GYP. WL. BD. - WOOD BASE — '—FINISH FLOOR 1—STORY TYP. INT. WALL 9A METAL STUDS NON—BRG. D 1 SCALE. 3/4'-1'-0' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER F13CR 905.1.E ROOF BHEATHNG T14ICKM66 AS PER SHEET SNL SECURED PER FASTENER SCHEDULE STRUCTURAL PRE -ENS TRU88 MTL DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY • ROOF SHEATHING THICKNESS IS a ENGINEERED PER ASCE 1-16 IN • ACCORDANCE WITH FSCR 2020 ITH EDITION, SECTION R301.13 AND 160SBI TYP. WALL SECTION B NO OPENING NOTE: METHOD TO BE USED FOR THE 5 1—STORY HIP BLOCK WALL INSTALLATION OF ROOF SCALE, 3/4',P-0' UNDERLAYMENT IN ACCORDANCE WITH FBCR SOS -Ill OF THE FECR 2020 ITH EDITION IS 04 WHICH USES (2) TWO LAYERS OF A61M 0226 TYPE II OR ASTM D486S TYPE III OR TYPE IV UNDERLAYMENT. cm . w 2 GAS LINE THRU BLOCK ♦ # ♦ I ------ 00Ti�iTi�.�. .�� Ili1 MEI!?ICAI-TRACK i1 I. —�orm*uAp OOM s GARAGE DOOR JAMBS D1 SCALE:11/2'•1'-0' FIBERGLASS SHNGLES FIBERGLASS SHINGLES 2X4 SPF 24' O,C. MAX. WITH UNDERLAYMENT WITH UNDERLAYMENT SECURE W( (2) 12d NAILS AS PER FECR 908.LE AS PER FBCR 905.1.E • EA END ROOF SHEATHING ROOF SHEATHNG 2x BLOCKING BETWEEN TRUSSES THICKNESS AS PER SHEET SNL THICKNESS AS PER SHEET SNI. SECURED PER PER STRUCTURAL DETAILS SECURED PER FASTENER SCHEDULE FASTENER 80HEDULE BTIFFBACK AT ALL UPRIGHTS, MTL. DRIP EDGE PER STRUCTURAL DETAILS MTL. DRIP EDGE 2x FASCIA PER MN PRE-ENG LLD. TRUSS ?Jc 2x FASCIA PER ELEVATIONS O. ELEVATIONS PER ELEVATION VENTED SOFFIT VENTED SOFFIT CONT. 2x RAT RUN SECURED PER WALL SHEATHING THICKNESS AS PER STRUCTURAL DETAILS WALL SHEATHING SHEET SNL SECURE PER SEE ENERGY CODE FORMS FOR THICKNESS AS PER FASTENER SCHEDULE INSULATION R-VALUES PER ELEVATION SWEET SNL SECURE PER ON SHEET SNI If FASTENER SCHEDULE PRE -ENS. GABLE TRUES 5/8' GYPSUM BOARD O1/2' R ON SHEET SNL NIGH STRENGTH CLG. BOARD PRE-ENG. GABLE TRUES WEEP &CREED WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 2x P.T. SECURED PER R-4.1 INSULATION STRUCTURAL DETAILS WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS STRUCTURAL Ix2 P.T. FiURRNG STRIPS • 24' Or- 1/2' THICK, 2 COAT 14' GYP. ILL. BD. PORTLAND CEMENT ' cm PLASTER APPLIED WOOD DIRECTLY TO MASONRY 0'-0' FIN. FLR,L _ J 0'-0' FIN FLR &' CMAU d' tl' ROOF SHEATHING THICKNESS IS •.:., ENGINEERED PER ASCE 1-16 IN °,' ACCORDANCE WITH FBCR 2020 •,a: ' o' ITH EDITION, SECTION R301.13 AND 160SB 1. W/ WINDOW OPENING TYP. WALL SECTION B NO OPENING NOTE: METHOD TO SE USED FOR THE 6 1—STORY GABLE BLOCK WALL INSTALLATION OF ROOF SCALE, 9/4'.I'-m' UNDERLAYMENT IN ACCORDANCE WITH FSCR SM.1.1.1 OF THE FSCR 2020 NTH EDITION IS04 WHICH USES (2) TWO LAYERS OF ASTM 0226 TYPE 11 OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT. 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774807e FAX: 407.774.4078 www.abdesigngroup.com AA #: 0003325 Mill Lmxm d< LOT: ABBOTT PARK LOT #9 BLK #9 PROJECT 04181.000 09091 D[ODEL: 4EAB "1672—ARIA" GARAGE EWMG: RIGHT PAGE: DETAILS 160 MPH E C Tor. 2X6 P.T. • CENTER OF DOOR HEADER SECURED IW (1) 1,12' X V J45MT WV 4' MN EMBEDMENT W/ 2' X 2' X VV WASHER 4 NUT OR WV (2) VY X V ANCHOR BOLTS WV 4' MIN. E'WNW EM WV 2' X 2' X VS' WASHER 4 NUT- ® V4•TAPGON6 I Iw EMBED. S. OCM 4• END 0I6T. I LW EDGE DIET. 2X6 GARAGE DOOR BUCK SI WV (6) VY X V J-BOLT OR A BOLTS. IIV 4' MN EMDCDM X 2' X VW WASHER 4 NUT. (1) V OF TOP. (V wTNN V or n ® (3) EVENLY 6PACED. ®l [or NOTE& ALL A IOHOR6 SWILL BE IN ACCORDANCE TO MANUFACTURERS M6TALLATION M6TRUCTION6 WERE 6U04 MSTRUCTION6 A14li MORE STRINGER GARAGE DOOR BUCK ATTACHMENT , NMF 2X4. m SECURE TO BLOCK WV NUS,' TAPO" MN 6HAK SIZE 30 MN HEAD SIZE 300 MIN. EMBEomm 11w) WITHIN V Cr EACH END 4 IS'Or- MAX 6PACIN& 2X4. m SECURE TO BLOCK W6/16' TAPO" MN 6HLANC SLU AD MIN WRAP SIZE 300 MN BMBEDP'ENT 1 V41) WITHIN V OF EACH END 4 W Or - MAX SPACING. 2X4, m SCOUlE TO BLOCK WV V4• TAPCCMIS MN SHANK SIZE J48 M61 HEAD SIZE 300 MN B-OEO'ER I VW) WITHIN V OF EACH END 4 IS' = MAX SPACING. 2X6, m 2X6. ® 2X6, 6COUAE TO BLOCK SECURE TO BLOCK SECURE TO BLOCK WK2) 3/16' TAPCON6 UkY2) 3AW TAPCONS WIY2) V4' TAPCONS (MIN. MN SHANK SIZE .H46 (MN. SHANK SIZE 145 SHANK SIZE .W5 MN MN HEAD SIZE 300 MM. MEAD SIZE 300 HEAD 612E 300 MN 6' cm MN EMBEDMENT 1 1,14') MN EMBEDMENT 1 1/41) EMBEDMENT I V4') N V OF EACH _ V2' DRYWALL INb' O C, MAX SPACRTHIN V OF EACH �NG. S' CPU IIIS' O.C. MAX SPACIN& •' O'MJ 4 O.C. MAX 6PACIN& 6' CHU SE SECURE T S/4'XA MNeo- VZ' DRYWALL V2• DRYWALL V2' DRYWALL SECURE THRU INTO 4 I'X4' 2XS, ❑ 2X0, ® ❑ 2XS, m EMEND I-V4' INTO P.T. NAILER SECURE TO BLOCK PX4' 6ECURE TO BLOCK PX4' SECURE TO BLOCK PX4' BLOCK WV U/16• WK2) U/16' TAPO" P.T. NAILER WV(2) NIS,' TAPCON6 P.T. NAILER W K2) V4' TAF40" P.T. NAILER TAPO" DOOR CASNG MIN. SHANK SI� J46 T/16' OAD. X 4' MIN MIN. SMIAIJK SIZE .MS DOOR CAGING MIN 6HANK SIZE U4S MR SNIA K SIZE J46 MN HEAD SIZE 300 MN HEAD SIZE 300 MIN. HEAD SIZE 300 TA6' OAIL X 4' MIN. MN HEAD SIZE 30D MIN. B'BEDMINT I VW) DOOR CASING MN EMBEDMENT i V4') MN EMBEDMENT 1 V4•) MN EMBEDMENT I-V4- WITHIN e' OF EACH PC wTHM V OF EACH END WITHIN V OF EACH 00 DOOR CASING WITHIN V oP EACH END 4 B' OC. MAX 4 K' OG. MAX 4 B' OC. MAX 4 TH N V MAX SPACING.C44END DOOR JAMB OR WINDOW Is,ATTACH TO 2X PER SPACING. DOOR JAMB OR WINDOW SPAr-W- DOOR ,IAMB OR WINDOW SPACING. MANUFACTURES DETAILS. ATTACH TO 2X PER ATTACH TO 2X PER DOOR JAMB OR WBDOW MANUFACTURES, DETAILS. MANUFACTURES DETAW.S. ATTACH U 2E PER MANUFACTURES, DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V4•) DOOR JAMB TO BLOCK +3/4" OR +5/4" pWlf TO BLOCK +3/4" OR +5/4" 2XM m SECURE TO BLOCK UV 3/16' TAPCON6 (M6L SNA K SIZE J46 MN HEAD 612E 300 MN EM I EDMENT 1 1/4•) WITHIN Al' OF EACH END 4 D' OC. MAX 6PACMfi 2X6, SECURE TO BLOCK WK2) S/16' TAPCONS MN SHANK 612E AS MN MEAD SIZE 3" MN E'BEDMER I V4') S' cm WITHIN V CF EACH END 4 V' OC. MAX SPACNG. LW DRYWALL 2XS. ® ❑ M4' SECURE TO BLOCK P.T. NAILER WN2) 3/16' TAFrON6 MN SWANK 61ZE J46 DOOR CASING MN MEAD SIZE 300 MN H'BEDME T I V4') WITHN 6' OF EACH ENO 4 Is. OC. MAX SPA,ING. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLOCK +1 1/2" `�� 1I TO BLACK +1 1/2" NOTE. SHIM A6 NEEDED TO PLUMB JAMB (DO NOT EXCEED 1149 DOOR JAMB TO BLOCK +1 15/16" ,e11ID OW TO BLACK +1,15/18" 2X4, all SECURE TO BLOCK W/ 3/16' TAPCONS MN SHANK SIZE J46 MN HEAD 61ZE 300 MN EMBEDMENT 1 V49 WITHIN V OF EACH END 4 le• OC. MAX SPACING. NOTE. STRUCTURAL 2X MUST BE 2X6s m ON OUTSIDE 4 SINCURED SECURE TO BLOCK THROUGH NON-670UCTURAL wK2) SAW TAPCONS 3AW TAPCON MN 1-1/4' (MN SINWK 612E .146 INTO BLOCK MN HEAD SIZE 3M MN EMBEDMENT I V49 w n4N V OF EACH END V CMJ 4 W OC. MAX 6PACMG. �, DRITWLL.L 2X8. ® ❑ SECURE TO I' 'X4 WK2) SW** TANPFFC0TN6 EON P.T. NAILER MN SWANK SIZE J46 DOOR CA6MG MN MEAD 61ZE 3M MN EMBEDMENT 1 1149 U114N V OF EAON END 4 IS• O.C. MAX M'CINd. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM A6 NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLACK +2 1/4" y 1fII1D011 TO HLOCK +2 1/4" NOTE, 641M AS NEEDED TO PLUM JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLOCK +3" iviiJD[DOi 'M ATnrY a.A" 2" m SECURE TO BLOCK WV 3/16' TMOONS MN SNMK SIZE JO MN MEAD SIZE 300 MN EMBEDMENT 1 1,14') WIT1I1 V OF EACH END 4 IS' OC. MAX SPACING. NOTE. STRUCTURAL 2X "AT BE 2X6, m ON OUTSIDE 4 SECUED SECURE TO BLOCK THROUGH NON-STRUCTURAL WK2) UN• TAPCONS 3A6• TAPCCN MN 144' MN SHANK 612E US, EMBEDMENT WRO BLOCK. MN MEAD SIZE 3" MN EMBEDMENT 1 1/49 WITHIN WCF EACH END S, cm 4 Ie' OC. MAX SPACING. - VZ' ORTwALL 2XS, ® VX4' SECRE TO BLOCK P.T. NAILER WK2) N*' TAPCONS, E J46 MN SHAMIAX DOOR CAGNG MN HEA300 MN EMBNT I V4') WITHIN V CH END 4 U' O.C. SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER NOTE, SHIM AS NEEDED TO PLUMB MANUFACTURES DETAILS. JAMB (DO NOT EXCEED V4') 2HD 2X SECURE TO SM=URAL MEMBER WV(2lGd WTHM S' of EACH END 1 6' TO ► O.C. MAX DOOR JAMB TO BLACK +3" �bIDOa_'Fn mnrr a.a" NOTE, SNM AS WEEDED TO PLUMB JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLOCK +3 7/16" �DO� W TO BLOCK +3 7/18" 2X4. m SECURE TO BLOCK W/ V4' TMCOJS MN SWMK SIZE Jo MN HEAD SIZE 900 MN EMBEDMENT 1 V4•) wTMIN V OF EACH END 4 V' OC. MAX SPACNG. 2)(6, SECURE TO BLOCK WW2) V4' TAPCON6 MN SHANK 61ZE .NS MN MEAD SIZE 300 MN EMBEDMENT 1 V47 WITIN V OF EACH END 4 IS' = MAX SPACING. 2X6. SECURE TO BLOCK W N2) V4' TAPCON6 MN SHANK SIZE 30 MN HEAD SIZE 300 MN EMBEDMENT I V4') WTTMIN V OF EACH END 4 W OZ. MAX 6PACNG NOTE, STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED TWPDUGI4 NON-6T1R1UCTURAL SAS' TAPCON MN 1-V4' EMBEDMENT INTO BLOM LEA e' CMU VV CRYWALL ❑ I'X4' P.T. NAILER I•P.T.X 4'MN /- DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANFAG11M8 DETAILS NOTE, SHIM AS NEEDED TO PLU'4B JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLOCK +3 3/4" a 1fBTDOw TO BLACK +3 3/4" 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.com L AA U: 0003325 M (BUDDIV. +k LOT: ABB0TT PARK LOT #9 BLK #9 PROJECT 04181.0E -09091 MODRU 4EAB "1672-ARIA" GARAGE 81►MG. RIGHT PAGE: DETAILS 160 MPH E C (BUDDIV. +k LOT: ABB0TT PARK LOT #9 BLK #9 PROJECT 04181.0E -09091 MODRU 4EAB "1672-ARIA" GARAGE 81►MG. RIGHT PAGE: DETAILS 160 MPH E C PRODUCT APPROVAL LISTING SHINGLE (STANDARD) FL # MANUFACTURER CATEGORY DESCRIPTION CODE VERSION EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 22/32/2021 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/3112021 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10456.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/32/2021 10456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10441.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/22/2023 11496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 11496.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11495.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/22/2023 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 P34 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 747.1 EAGLE PRODUCTS ROOFING ROOF TILES 2020 FBCR 12/31/2023 32502.1 PLY GEM PANEL WALLS SOFFIT 2020 FBCR 12/31/2023 16503.1 KAYCAN LTD. PANEL WALLS EXT. SOFFITS 2020 FBCR 12/31/2023 12019.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2020 FBCR 3/2/2030 18644.2 MI WINDOWS & DOORS FIXED GLASS - 2020 FBCR 11/18/2022 27676.10 MI WINDOWS & DOORS SINGLE HUNG - 2020 FBCR 8/28/2022 15332.9 MI WINDOWS & DOORS SLIDING GLASS DOOR 2020 FBCR 12/31/2024 15353.3 MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS 2020 FBCR 1Z/31/2024 15353.4 MI WINDOWS & DOORS WINDOWS VERTICAL MULLIONS 2020 FBCR 12/31/2024 17869.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2020 FBCR 12/31/2021 5678-R5 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 12/31/Z038 15279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 15279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR S/21/2028 239SSA THERMA-TRU EXT. DOORS 6'-B" EXTERIOR DOOR 2020 FBCR 12/31/2021 23955.4 THERMA-TRU EXT. DOORS SA" EXTERIOR DOOR 2020 FBCR 12/31/2021 23956.2 THERMA-TRU EXT. DOORS 6'-B" SWINGING EXT. DOOR W/SIDELITE 2020 FBCR 12/31/2021 23956.5 THERMA-TRU EXT. DOORS 8'-0" SWINGING EKT. DOOR W/SIDELITE 2020 FBCR 12/31/2021 23956.4 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR 2020 FBCR 12/31/2021 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2020 FBCR 12/31/2024 35216.1 OWENS CORNING - RHINO U20 ROOFING UNDERLAYMENT 2020 FBCR 12/31/2023 3792.2 LOMANCO, INC. ROOFING ROOF VENTS 2020 FBCR 8/27/2021 10477.2 JAMES HARDIE BOARD ARTISAN 2020 FBCR 12/31/2023 13192.2 JAMES HARDIE BOARD PLANK 2020 FBCR 12/31/2023 13223.2 JAMES HARDIE BOARD PANEL 2020 FBCR 12/31/2023 19901.1 JAMES HARDIE BOARD REVEAL 2020 FBCR 12/32/2023 23265.1 JAMES HARDIE BOARD SOFFIT 2020 FBCR 12/31/2023 30320.1 IKO SHINGLES 30 YEAR 2020 FBCR 22/31/2024 158.1 CASTCRETE STRUCTURAL LINTELS 2020 FBCR 5/21/2022 FL 15272.1 ALSIDE'2T' VINYL SOFFIT SOFFIT 2020 FBCR 12/31/2023 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2020 (7th EDITION) BUILDING CODE INFORMATION SYSTEM 0 W W W.FLORIDABUILDING.ORG CONTROL DATE: OS/OS/2021 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407.774,4078 www.abdosigngroup.com AA #: 0003325 F TT otmz)IV. & LOT. ABBOTT PARK LOT #9 BLK #9 PROJECT# 04181.000-09091 MODEM 4EAB "1672-ARIA" GARAGE 191WWG: RIGHT PAGE: PRODUCT APPROVAL LISTING 160 MPH EM C PRE FORtieo CONTROL JORt FLANW OF CONTROL JONTS Td BE WPlD TIED TO LATH . S' =MAX (VERTA NOTE, DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STD EXISTS BEYOND EXCEPT STAPLES UY tlAY IM USED TO CONTROL JOINT M-P. OURN5 MTALLATON —� FASTENERS TO BE 4WACED-7 • I' O.C. MAX VERTICALLY — \ 1 =3 COAT CEreNT \ U 10 LATER a, FORTPIMMR BUILPM PAPER APPROVED FETAL LAIN FAST 1, (VERY.) ClaAT I'14X WRS LAYER % STUCCO WRAP UIOOD SFEATHNO NANMINT LATH SHALL BE CONTNUOIl6 THPd13H JOINTS SNIT TE STOPPED TED AT EACH SIDE. PROVIDE 2X4 BLOCKING FM ASTM CW63 PLACED FLAT MAX W TO 8' FROM CONTROL JOINT U.FS'J•1 CONTROL JO►R FALLS CN L FASTENERS FOR LATH TO BE NAILS OUP\ STRUCTURAL STUD STAPLES IN COMPLIANCE UY ASTM C1063 2. WRE TES TO BE (NO.0) 00416' URN / 3. BLOCKIO SHOWN MAT ME N ADDITION \ TO WALL SUM REC URED PER PLAN /r I■ O"M" TYPE CONTROL JOINT OLFCI.D e.1e1PJ • R A OL PCLb nnelo . iR. A L CRIME . fR.. L GFWAU a Pf. C OLR:LD NIWO eR.A L CLAN . iR. R NOLP ar ® L PCLD NIIMD • R. A 2 CP1.4l. M. a CRIwe a ". C 8 TILL ". C TOUCNM NOT" 111-40NO 0 .oTroM lam"" MAM no" UAL. 11C1.D, pQ Eltt art V) NQSL APPROVRD 19UILONS WRAP •FULL BE LAPPED A MNMMM OF S' . VERTICAL LAPS (ROLL ENDS) 4 S' . HORWONTAL LAPS. SEAMS ALL SS NEED TO EE TAPED WTH FORTIBER 6FEATNN6 TAPE / F / r nN l.eP . t�TI1 u1w \ b( X XI -_ KASH S AT eonal OF ROM a U." NIRMM. IOR LATH VERTICAL LAP TO BE P I PETAL LATH ORB LAYER el. STUCCO WRAP \EW�ILDIGLAY HORT"0"1" / 2 rrar s.'I V2'.h_0• N?IEL SIDE LAPS OF METAL PLASTER SAGES SHALL BE SECURED TO FR1Q4M f e`LIRS. THEY SMALL BE TED WM4 00410-N. (121-MAP) WIRE AT NTIRVALS NOT MORE THAN S' (22%-MMA AS PER ASTM C1883. Q KICKOUT him, FOR REPAIR OF TEARS INWIB LAYERS, TEARS DETAIL MAY BE PATCHED UVACIBE WRAP TAPE PER MANIC. SPEC. OR PEEL 4 STICK WOOD SHEATI BUILDR PAFW an= SWALL PAOMPOM (CLIM: STRAPS, STAPLES) AS REOURED TO GROUPS PIPE/ USPE TO FOR" WNB LATER 9, FORTPRER MUWM PAPER METAL LATH 8S6' SELF-ADFERM VISMORANE PLASHING OVER 4'A4' SELF-ADHERM 11E4E1i4/•E FLASHM OVER APPROVED HOUSE WRAP. FLASHIN9 TO EXTEND ONTO PIPE ICIG 3 COAT CNIE NT HOUSE WPM. PLASHNS TO EXTGb ONTO PIPE W CONT. BEAD OF SEALANT S��NSTALL lTiSR APPROVED HOUSE~ AIR U. LATH "WRATCN B.4PRER OVER LAYER 4, PORrwxR SNEATNNM DM PAPER ELASTOMERIC COATM OVER 611U.C( LAYER -L C.V. PINIBH (SEE M WALL SECTION) CO ~ SFEATMI S CT W ION �Q.SGLJSC!]. PER SEC I Extenor use of portland cement Wester hall comply with the application requirements of ASTM C 92618b. installation of exterior lathing and framing shall comply with ASTM C 106119a, a ASTM 1787. VxW SELP-ADZE 64 MEMBRANE FLASMIIS(CCMPATBLE UV HOUSE ~ MATERIAL) OVER 1' OP LESS PIPE PENETRATION CUT AND OVERLAP ONE SIDE CPS GVMIAPN W045 MENOR.M! PLASMM STEP M WOOD SHEATHIWs OR CMU WRB 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 WRB 4 TAPE OVER IQr�nFnuel I A/' M TYPE CONTINUOUS (NAIL TO ROOF PECK, NOT WALL SWEATWIWs) ri - .. NOT NAIL, INSTALL WITH ROOF CZMENT ROOF PER ELEVATIONS O"L" FLASHING N.T.S. 4• TION DETAIL (F LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) LURE LAYER n (FORTIFIBER-----'- - - BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR -1/166 ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R"103.11 / ASTM C-641-14a, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOTNOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.com AA M: 000.2. [AN eJ y $� C •j"�� Lg@� �QS'l F Mo 9uDDrv. & LOT ABBOTT PARK LOT #9 BLK #9 PROJMT# 04181.000-09091 MODEL: 4EAB "1672-ARIA" GARAGE 81IING: RIGHT PAGE: WALL ASSEMBLY DETAILS %160 MPH E . C ,;j uuIli Dw08/14/21 19 SCALE: 1/4"=1'-0" SKEET WA1 INSTALL 6' SELF-ADWERING MEMBRANE FLASHING OVER TOP, SIDE(8) AND BOTTOM FLANGES OF NON -MOVABLE FRAT'E OF THE EXHAUST. OF FLASHSJG TO BE. X: L BOTTOM. 2. SIDES. 3. TOP VENT CAP IS TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT 16 TO BE TOOLED 80 AS TO DEFLECT WATER AWAY FROM JOINTS. E-Z BEAD ALL AROWD VENT -APPLY SEALANT ALL i JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF BACKER ROD NON -MOVABLE FRAME AND STUCCO AARD& X' CALLKING * JOINT I I I PER SECTION EdWilor�anll� BACKER ROD I I Exterior use of portland cement plaster shall comply With the application requirements of ASTM C 926-18b. tX.. 1 r' Installation of exterior lathing and framing I shall comply With ASTM C 1063-19a, 1 . or ASTM 1787. WRB LAYER 1, ' „x•: STUCCO WRAP HOODED VENT �7C J' T14M 3 COAT CEMENT PLASTER METAL LATH WRB LAYER @, FORTIFIBER BUILDING PAPER WOOD SHEATHIING DRYER VENT ( FRAME) SHEATHING LAYER 4, FORTPIBER OUILDING PAPER CONSTUCTION —METAL LATH a' CMAJ VINYL CABMG BEAD W RAISED BAND $' TOXI MlQ_WA I �" W$P SGIREED 6'won "IP SELF AD44MVE FLA11,14MG, CLEAN MASONRY BE#OR: APPLYING Z FLASHING STONE VENEER OVER SCRATCH COAT HORIZONTAL WEEP SCREED W/STONE VENEER (FRAME TO BLOCK LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — � — - — • — - — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1116' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — NOTE - METAL LATH: LATH TO BE PER SECTION R-103.1.1 / ASTM C-841-114a, MIN. 2,B LBS. PER $0. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) FINISH b' SELF ADHESIVE OVER TOP 4 SIDES FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT • TOP 4 SIDES 6B DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH L WAL I 6' SELF ADHESIVE FLASHING (INSTALL PER MANUF. SPECS-) BUILDMG PAPER. UNDER 'QUICK FLASH' A VENT PENETRATION SCALE: N.T.B. ELEC. METEF VERIFY LO f•11RZN I C/ rw=_CI VC STUCCO SCRATCH COAT i 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION ELEC. METER FIELD VERIFY LOCATION WOOD CONSTRUCTION WOOD SHEATHING WF43 LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIRBER BUILDING PAPER 3 COAT CEMENT �6' SELF-ADHESIVE FLASHING WOOD FRAMED WALL HORIZONTAL WEEP SCREED FRAME TO FRAME) APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLENDFOAM >R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES -O SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRS LAYER N, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW CUT SUCH THAT NO MEMBRANE ENTERS BOX, APPLY TO FACE EDGE WOOD SHEATHING LAYER 1, STUCCO WRAP LAYER 42, FORTPIBER BUILDING PAPER METAL LATH WOOD16H YAJOD 00NISTRUCTICN FAaTEN TO WOOD BTRUCTIFAL 36, MEMBER � T OG. MAX a' a•u WE"'O, x :i 6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN �Ya, MASONRY BEFORE APPLYING V FINISH • MABONRI' HORIZONTAL WEEP SCREED (FRAME TO BLOCK) a' WRS LAYER 01, STUCCO WRAP WRS LAYER 41, STUCCO WRAP APPLY bm MIN ® MEMBRANERINICs FLA GRADE 'D' FELT MEMBRANE FLASHING OVER SELF -ADHERING FLASHING OVER APROVED ' HOUSEWRAP `WRS LAYER 02, FORTIFISER SUILDING PAPER STEP #3 STEF #4 ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH APPLY E-Z BEAD (SEE TYPICAL WALL OVER 60 MIN SECTION) GRADE 'D' METAL LATH FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS ° STEP 05 STEE> #6 l 9 J ELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.a bdeslgngrou p.eom AA #: 0003325 e S3 EIVBDIV Ae LOT ABBOTT PARK LOT #9 BLK #9 PROJECT EEl DATM 06/14/z1 {KALE: 1/4"=1'-0° aBEET WA2 WOOD SHEATHING WIM LAYER M, STUCCO WRAP WOOD WRD LAYER h, FORtIFIDER CONSTRUCTION BUILDING PAPER 1)i HAT CHANNEL i' THICK, 3 COAT CEMENT ' TYPE 'X' DRYWIALL PLASTER 6' SAF. • TOP OF WEEP SCREED TO SHEATHING 9EHPO WEEP SCREED WOOD SHEATHING �\ 4' POSITIVE DRAIN ,_ i.` WEEP SCREED �\ WRB LAYER M, / STUCCO WRAP - , i' THICK, 3 COAT CEMENT PLASTER - •'SELF-ADNERENG ' FLASHING WRAPPED �`: i / i 5' • TOP OF WEEP SCREED TO 6FEAT14NG BELOW UAW LAYER M, STUCCO WRAP UND LAYER h, FORTIFIBER : .r; BUILDING PAPER . `«',:' .s .t \% I 6' 6ELF-ADHEREING WRB M, % FLASHNG WRAPPED LAYER STUCCOIURAP ` �a AMICO AM66-UPUIC-180 CUSTOM CASING BEAD . / • CORNER OF CANTILEVER 1 I/ �I �4' POSITIVE DRAIN Y2 ILEEP SCREED NO GAP N FIELD —/ (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) nOA CASING BEAD DTL.@ CANT. WALE, 1 V1'"I'-O' NOTE: METAL LATH: LATH TO BE PER SECTION R703.11 / ASTM C-841-14a, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WOOD CONSTRUCTION BARRIER RESISTIVE HI, RESILIENT AT 4ANNEL —1ILISARRIERWEATHER RESISTIVE — iil' THICK, 3 COAT CEMENT PLASTER METAL LATH mmusm 5/8' 1 v 'X' DRYWALL W/TEXTISlED 1 PANTED WDOD SFEiATHINCs FINISH i' THICK, 3 COAT CEMENT (2) 242 HEADER PLASTER (SHOUN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 11D DRIP EDGE INSTALLATION WOOD CONISTRUCITON WEATHER RESISTIVE BARRIER M WEATHER RESISTIVE BARRIER h VINYL CASING BEAD i' THICK, 3 COAT CEMENT PLASTER S/S' TYPE 'X' DRYWALL METAL LATH W/TEX(TURED I PANTED WOOD 6WEAT14M FINISH i' THICK, 3 COAT CEMENT HEADER/BEAM PLASTER ti VINYL CASING BEAD - L NO GAP N FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) ^ 11 RIP EDGE INSTALLATION EXT. WOOD PRAM WALL Sue -FLOOR DECKING PRE-04 D TR" WEATIIREnRYE MAPIR-1 WEATHESARVERZ � CK3 COAT CMW METAL LATH WOOD GHEATHNG— (SHOWN FOR SEPARATE AC COLUMN SHEATHING WEATHER RESISTIVE •• BAR\RI�E�R M i2i� WEATHER P EG16TIVE BARRIER h 6' SAF. \ PEEL I STICK I)k x3' 'L' FLASHING FULLY EMBEDDED N ROOF CANT US' X 3' 26 GA GALV. METAL DRIP EDGE Yi GAP FOR BACKER SET N PULL BED OF EXTERIOR CsRADE ROD 4 SEALANT SEALANT. IP MIN. DRY WALL s SPACE FROM DRIP FACE TO TREX cK s COAT CE'7E T VINYL G B YL INS, - y i LA WATER PROOF INC\slsl t CaeNe •VINYL et:AD LAYER (2 LAYER PEEL J' • STICK) rr''arii'� FEEL 4 STICK UB SFLOOR _ 0 ANTILEVER DRIP EDGE FINISH LAYER l2 LAYER 3' X 3' 26 G4 GALV. PEEL 4 STI METAL DRIP now SET IN FULL BED OF 6' PEEL 4 SEALANT,:i' MN. STICK • DRIP SPACE PRO DRIP NIX IE TO FACE TO TREX DECK Yl GAP FOR BACKER I i'XI Ils' P.T. ROD 1 SEALANT f6l"MILATW WOOD (TREXERvNYL CONTN10U6 CASING BEAD :WATER PIROCIse 1 WEATHER RE616TIVE LAYER (2 LAYER PEEL BARRIER M STICK) WRAPPED FROM RESISTIVE BALCONY DECK TO CANTILEVER +' •� �IER W PEEL A STICK • DECK NEMdRANE, DRIP MDW TO OVER DRIP OD FOR � E=CZE=® 3' X 3' 26 GA GALV. METAL DRIP EDGE GET IN PULL BED OF I 'XI ♦' P.T. OR 6R1ULA SEALANT, A, MIN. WOOOD (TREX) FILLER SPACE FROM DRIP CONT"U" FACE TO TREX V GAP FOR MACKE VINYL CASNG Bl AD ROD a SEALANT WATER rR OOF R lot LAYMPEEL e FINISH LAYER (T LAYER PEEL 4 STICK) WRAPPED FROM 1LIENT 9/4 RESILIENT BALCONY DECK TO HAT CFIONEL YWI CANTILEVER R3 COAT CEMENT PL.46TECI METAL LATH .,.....-., ......-...,,., , WOOD GHEATHING WREXTUIID 4 PANTED FINISH � R RE J' TWIC R3 COAT CEMENT BARRIER h POSITIVE � WIEEP eCIR� VINYL CASING EEAD NO GAP N FlWI n (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11 EDGE INSTALLATION WOW (TREX) FILLER, )WGAP FOR SEALANT OPT. BACKER ROD. - •MODPIED W 3/4 RESILIENT HAT CHANNEL W/TEXTURED s PAINTED FINISH i' THICK, 3 COAT CEMENT PLASTER I�ER RESISTIVE SARR WEATHER RESISTIVE BARRIER h COLUMN --- COLUMN I LEGEND GOLIJI"N SHEATHING 6' SAP. -IYax3"L'FLASHING DRAINAGE PLANE (LURE 'FULLY EMBEDDED IN Rom CEMENT LAYER 01, STUCCO LURAP) 3' 26 GE ME A METAL GRIP EDGE UJRB LAYER *2 (FORTIFIBER ------ GET IN FULL BED OF SEALANT,)S'MIK BUILDING PAPER) SPACE FROM DRIP 'FACE TO TRDC VINYL CASING BEAD METAL LATH x—X—X—X WATER PROOFING lot LAYER (2 LAYER FEEL 4 STICK) WRAPPED FROM STUCCO BALCONY DECK TO CANTG WOOD OR 7/Uo" ZIP WALL iTH1M 3 OAT CEMENT SHEATHING METAL LATH WOODSI$ATI-4m I SELF-ADHESIVE FLASHING W POSITIVE DRAIN OF_EIe BCREEb VINYL CORNER BEAD: / (SHOWN FOR CLARIFICATION OF IWM ME SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11C EDGE INSTALLATION ® COLUMN (W/"L" FLASHING) SCALE. NTS UIOOD SHEATHING 2x PRAMM MEM ISER i' THICK, 3 COAT CEMENT PILASTER 21/2' CONAEBAEA2 FASTENED TO SHEATHING ••>:, w • T' Or- MAX. C WRB LAYER M, .� STUCCO WRAP WOOD 614EATHM METAL LATH WIRE LAYER h, FORTIFISER BUILDING PAPER � � SCORNER BEAD @ FRAME 1TA lk. 2 1/2' � CORNER 5EAD (FASTENER 4 SPACINCs * l' OZ.) CMu 1/2' THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 4 R�CORNER BEAD Ca? BLOCK WRB LAYER M, STUCCO WRAP WRB LAYER 42, FORTIFIBER BUILDING PAPER—� METAL LATH ri' THICK, 3 COAT CEMENT PLASTER WSELF-ADHERING FLASHING WINDOW FLAWsE IURS LAY BUILDING METAL. LA i' THICK PLASTER 6'SELF4 FLASHING DRIP CA WINDOW , ---- CASING BEAD ® WINDOW (FRAME. NO BAND) SNEATI-INNS WRB LAYER 01, STUCCO WRAP 1 1 i WRB LAYER 02, FORTIFIBER BUILDING PAPER r1-89--1— METAL LATH cEXPL E J• THICK, 3 COAT CEMENT VIEW FOR PLASTER CLARITY) M N. RONALD REAGAN 81 LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407.7744078 www.abtlaslgngrou p.00m AA 8: 0003325 14 O F F TT PARK T¢#9 K ##9 T# 00-09091 EAB 2—ARIA" E SVrMG: RIGHT 1PAGE: WALL ASSEMBLY DETAILS 160 MPH ESP. C 0-0-"l, •< Dw 08/14/21 OCALE: 1/4"=l'-0" 8*l=T WA3 WOOD 61-EATWIWs UR5 LAYER 01, — STUCCO WRAP WRO LAYER 02, FC BUILDING PAPER METAL LATH J' THICK 3 COAT CEMENT PLASTER — ib'SELF-ADHERING FLASHING VINYL ANGLED CASING BEAD DRIP CAP WINDOW FLANGE VIEW FOR CLARITY) WRS LAYER 01, STUCCO WRAP WOOD SHEATHING WR5 LAYER 01, STUCCO WRAP WR5 LAYER 02, FORTIFIBER WILDING PAPER METAL LATH a- THICK, 3 COAT CEMENT PLASTER I'll TRIM MEMBER . STUCCO TO SIDING TRANSITION SIDING-7 LAYER *I, = WRAP & GAP TYP ASNG BEAD TO TRIM J, Ti4im 3 GOAT CEMENT PLASTER METAL LATH MW LAYER 02, FORTIFIBER BUILDING PAPER Uk= "ATWWs WRM LAYER 01, STUCCO WRAP \— CASING BEAD 6'SELF-ADHERElt-10 FLASHING OR PEEL 4 STICK SIDING TO STUCCO 18 CASING BEAD (CROSS SECTION) VINYL ANGLED C�&ING BEAD U MRS LAYER 42, FORTIFIBER WMATi-M 1411IMSTIVE M 1116NI114t -1 BUILDINGS PAPER WAMIOTPA THM METAL LATH _.LAP OlDm­, THICK, 3 COAT CEMENTtS PLASTER 6TARM STRIP------ 6'SELF-ADHERING OF FLASHING cm-4 DRIP CAP 'r KAMM uFax dy" W" wm— WINDOW FLAW-6 CASING BEAD @) WINDOW (15CF (FRAME, W/BAND) WOOD SWEo METAL LA MAIRPtSt -1 iFSISTIVE WA714M WSISTIVI SAPtIRM -2 R.AGHM CLALVT) MTAL R.A&M CASM V- O�x 61 DPLLA T am mEMN, WI t GAP ACAULKINd. PtAFMWYED WEALANT SIDING TO STUCCO 0 BLOCK TO FRAME 9 TRANSITION NOTE: METAL LATH: LATH TO BE PER SECTION R1031.1 / ASTM C-841-14a, MIN. 2_5 L5S. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WR5 LAYER 01, STUCCO WRAP WOOD SHEATHING WR5 LAYER 02, FORTIFIBER a6yawow C"Tm=os �v BUILDING PAPER iwow 814"74INS — WR5 LAYER 01, i'TWICK, 3 COAT CEMENT STUCCO WRAP DAMM -1 PLASTER WATMIR m -2 PUMTIV11 - 9166irit WRIB LAYER *2, FORTIP15ER 60" VINYL ANGLED i WILDING PAPER =LF_ADmtm - FLAswm CASING BEAD METAL LATH VINYL CASING BEAD i STARTER STRIP — (EXPLODED J* THICK, 3 COAT CEMENT — VIEW FOR PLASTER CLARITY) GAILY10 tlKTAL— 'r PLAS41143 LUX 64zwzg_ L_aBEAD _)dbblxA (U%l m"Ifte Pvc m4c*" "w) CASING BEAD (9 RAISED 0' 811ILF-A014004 �K�I- =01riltamoz— SCALE: WATWM IlWffl*Th4- DAMM -2 LEGEND DRAINAGE PLANE (WR5 LAYER 01, STUCCO WRAP) WR5 LAYER 02 (FORTIFIBER —-—-—- — BUILDING PAPER) METAL LATH X—X—X—x STUCCO WOOD OR 1/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING THICK, 3 COAT CEMENT SEALANT PLASTER METAL LATH WINDOW FRAME WRIS LAYER 02, FORTIFIBER BUILDING PAPER E-Z BEAD VINYL CASING (wl%l r-Lr:xl5Lr= PVC BACKER ROD) T W WRIB LAYER 01, STUCCO WRAP, WRAPPED AROUND FRAMING MEMBER ro* SELF ADHESIVE FLASHING WOOD SHEATHING 2X FRAMING _,,� X 17u MEMBER DETAIL BELOW EXPLODED FOR CLARITY SEALANT WINDOW FRAME ". OW-APH1113WHS I AWDMEIR LAP MIN. Ad OF W M-AS14NO SAPIRM WATHIll" FS"TN2 -1ID IISAMM -2 ALV M AL m-AGWING WINDOW FLANGE SIDING TO STUCCO —, mma'"ve MOM -2 0 FRAME TO FRAME TRANSITION WIRATNM welsTlyls NAIWARM 01 R-XBEAD _)dbb3_rA m"mm"mw pvc Y4' GAP TYP CASING BEAD TO WINDOW j'THICIe, 3 COAT CEMENT PLASTER METAL LATH WR5 LAYER 02, FORTIFIBER BUILDING PAPER WOOD SHEATHING WR5 LAYER 01, STUCCO WRAP 6' WIDE PEEL 4 STICK OVER FLANGE E-Z BEAD VINYL CASING 2X FRAMING (W/%'FLrmXl5LE PVC, BACKER ROD) MEMBER v -APPLY FULL BED OF SEALANT BETWEEN "I BUILDING FLANGE 4 BUILDING WRAP WRAP �EZ BEAD WINDOW CASING, 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www bdesIgngroup.com L �k .0003325 a. o otmDrv. [ a LOS, 89 ABBOTT PARK LOT #9 BLK #9 PROJMCT# 04181.000-09091 MODMIA 4EAB "1672-ARIA" GARAGE B'WING* RIGHT PAGE: WALL ASSEMBLY DETAILS 60 MPH EXP. VALLEY DENTERUNE W WIDE VALLEY FLASHING LO FASTNMS WITHIN 6 W OR HEAVIER FELT 6—CENTERLINE CARE SHOULD SE TANEN IN KEEPING TIE VENT PROPERLY ASPWLLTSATURATEO FELT SHINGLE COURSES LAID OVER UPPER —ON OF FLANGE XTRA FASTIlERB IN <', B'AND 1q ALIGNED. VENT PIPE I6SEALED 1F UTU2P0. NAIL IN PLACE PIPE II EX OF SHINGLE SHOWN IN C GALVANIZED ROOPNG OORNE U81NG 1-1/e' NAILS AT EACH R. CEMENT 9HIX1LD BE APPLIED TO ALL SHINGLE EDGES NEAR THE - NEOPRENE BOOT UNDERA-,ENT NEOPRENE BOOT M END SHINOLE OUTER EDGE AND AROUND THE ENTIRE PERIMETER AS ~t7:i•L ASPIKII&T AT LEAST 12' BEYOND CUt GOOSENECK VEMOPEMNO IN TE ROOF SIZE TH SHEATHINO. SE OPENING IN ACCORDANCE WITH THE RECOMMENDED IN SEVERE WEATHER COASTAL + CONSTRLICTIONZONES. IOOF i VALLEY M—RUNE LHARTSHOWN.IN THE EVEMA MECINNCAL VEM FAN IS ~� _ - CEMENT USED; SIZE TTE VENT OPENING IN ACCOROANCE WTTN VENT FAN MANUFACTURE'S PIPING CONNECTION +'�f ��. %•;�" _ ••."t _ 'QIER AT GORIER AT 4S DEGREE INS NS. '`'• T i NOTM OPENING IN ROOF. SES OR RAPIERS NAEN CIRTNG TIE I `..` REWOW INiORFERING3HINGNULS AROUNDTE VINGUE AROUND PERMETEROFTHE IX+ MS THAT IIG FLANGE OFTE VENT LAYS FLATTO THE ROOF SHEATHING. SLIDE THE Ills ASPHALT PLASTCCEMENT TOP ANT SIDE GE FLANS OF THE VEM UP AND UNOER SHINGLES. ALLOWTEBOTOMVENTFLANGESTOLAYON I MOLDED AROUN) BASE aF PIPE AND OVER FLANGE I TIE TOP OF THE SHINGLES. Ih e o� ROOF HOOD VENT DETAIL N.E. TRIMME02' SACK FROM VALLBY CENTERLINE LINE OF WINDO OF-AHM APPROVED HOIMBIABAP OVER SMATHM6 OVER LLD sE0 uIALL STEP 1 WTALL 6'- 6ELF•ADLEIMM FLAamm OVER NMLSM FLAME JAY" EXIRO RANEM MIN I' EEIOw MLLL FLINXw" F ANMM 00 HOT HEAL AOTTOM FIN STEP 6 POLD4P 4 6(OR HOIMEUtAP (OR a LERAP IADEItl At LEAD GLAom MILL MO. TO EXRJtlOR STEP 2 STEP 7 ALIGN FLAB" Im 61T. EDGE OF WILL RO. r WWII, (CAP HALLS, 67AFLE6) 6MTALL 0Lf0dF FL.DaRW AS T1 FLAMH►M AT TN PLUMBING VENT DETAILS ADE AP196" — TXu" FL49H6M VMIDRPCAP ECTO-~ mWV) WINDOW FLASHING INSTALLATION DETAILS ( FULL WRAP) SCALE: NTS ROOF VALLEY DETAIL APftY ON HEI (01 RISMAU ORALAW A FLWD APIRED FLAM M ?LA -CO TNIG N OR SCILIALt ML.OPE MILL TO EX bCM L IT 16 THE COWACTOPS REMPO OMILT7 TO vERFT TIE COMPATENLnT OF ALL FRODIICTM NCLI IM HOWEWIEAR GIALMfl6 4 MNLL.F-ADIERNO FL4111141I9 FLATERI LINED DIIINM COWTINU1:71m 1 NMTALL ALL MATERIALS FER naNrxnwal66 URIlIM ITFIWIFICATION6 W6&WALn 1RALNR6 MAr REACT ADVOM L7 F NOT CLEAN AND SEAL JAMB TO SILL JOINTS WITW DOW R" FOLLOWM COMPLETION OF EXTERIOR RETROFIT WORK lal REPAIR 804E9'E SHOWN SHALL BE 91PLEhE NTED AT ALL WINDOWS WITH EVIDENCE OF WATER INTRAION BELOW THE WNDOW OPENING SEAL INTERIOR PERIM ETER OF UMNDOW WITH e Afar bKm L IT M THE COWACTOR61llPQMIOILTT TO VWW r TE CONPATISILR7 OF ALL PRODUCTM 6NCTJIDNO SKALA" A GELF-ADIERM9 FLAMMIt MATERLTL6 WED DURRM C0NWrPdXT1011 1 FLAM M AT EXTERIOR 90400M AND DOOR OPBMM6 SHALL EE MTALLED IN ACCORDANCE WITH FW6lAGTUNER'M 6MTALLATION RMTNICTCW AND APPWA D MEMNOD U CP MC M103A U N ACCOROANC♦! WITH F@E6TRATION MANAKTPERi INSTALLATION AND FLAllHRM 6MTRICTION6- GOMPATEALG MAY REACT ADVE WAII.7 P NOT WALL FLASHING INSTALLATION DETAIL (MASONRY) Mena NTS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-77"078 FAX: 407-7744078 www2bdesigngroup.com AA M: 0003325 p F E1mm ulatlo . dN TAT ABBOTT PARK LOT #9 BLK #9 PROJECT* 04 81.000-09091 bm 19 4EAB I11672—ARIAI' GARAGE DWING: RIGHT PAGE WALL ASSEMBLY DETAILS %160 MPH EXP. C nAR1&" 06/14/21 SCALE 1/4"=1'-0" a WA5 -2x6 SUB -BAND W/1'x4' NOTCH m END, WRAPPED IN PEEL 4 STICK EDGE 'EXTURED 4 a WOOD °XTURED 4 ® CMU METAL FASCIA WRAP 1\ I\ I\ \ 2X6 SUD RAND ,L FASCIA \\ Ye' FROM \\ ::O, 1' FROM \ WALL \ RIOR WALL \ 1E OR CMU) \\ \ ll\ NOTE NOTCH FOR 2X6 SUB BAND ONLY rA)ELEVATION ®fL)4N A © PLAN S 1/6' T5>011m DD FINISH • WOOD, 'TEXTURED FMISH • CM METAL LATH { \-WOOD SHEATHIW-i OR GMl WRB LAYER 01, STUCCO WRAP (PRAM ONLY) WRS LAYER 42, FORTIFIDER BUILDMG PAPER (FRAME ONLY) —ROOF KICK OUT REMOVED FOR CLARITY —ROOF DECK (BEYOND) ,DRIP EDGE, I' OFF WALL ,DRIP INTO STUCCO) ;i/S' TEXTURED FINISH WOOD, 1/2' TEXTURED FINISH 0 CMU 2x6 SUB -BAND W/1'x4' NOTCH END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP 1' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL EDGE . KICK OUi PRE-ENG'D TRUSS TO BE CUT WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-O' SCABBED TO TRUSS W/12d NAILS 6'-0' O.C. MAX. 2x SUB -BAND W/Vi'x4' NOTCH o END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL 3• x x x •�� x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x I x x x x x x x x x x x �. x x x x x x x x x x x x x x x x x x x x x x x x x x x x . �x X x x x , SUB BAND DETAIL ® WALL W/KICK— OUT FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN.)'4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND 111/1�'x4' NOTCH END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT +� ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4 ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%'x4' NOTCH A END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT s ROOF EDGE OMITTED FOR CLARITY I 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774,4078 www.abdesigngroup.com AA N: 0003326 8 y � � o 9VHDIV. & Wo ABBOTT PARK LOT #9 BLK #9 PROJWT# 04181.000-09091 atoI 4EAB "1672—ARIA" CGARAGR 91111Md: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C CONC. AB a • I_ FM-72X12 r FM-12X18 — — — — — — — —/r 3 4" CONC. 1 Ici SLAB a r zo ro I ' OaW ILL +31/7 io i// LL F-24X24 f 2'•6" I it _ 10 r / ifr (- — — — — — — FM-12X78 it 1A 4" PVC CHASE • I i�rr I it • r I Gam— 4 TOP OF m SLAB ( 1 1" PVC CHASE I FOR ELEC. Q i/ n I ISLAND / • I" " - I / I .I r' I I /r r/ � Y z O� Oa I r END SLAB, ill" — +51/2" N I 5 • I I 112,•8„ 2,-4„ 5o 18'•0" 17'-8" _ 1 to I I I wW 1 LL -EXTEND O S ---F. M-12X18 F SLAB 1 1/7' m 1A 2 I4" CONC. LLI LAB • I I 3 1/7' al SI - +- L--- mb LLI 6"3,-5„1A ,A FMC-12X 1A 1 512X1 — — --_FM-12X18--FM•1214— 01 4'-4" I, 2'-0" FOUNDATION PLAN SCALE: 1/4" = V-0" 16'-0" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2, TOP OF FINISHED SLAB SHALL BE+-0'-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +44", 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 WINDOWIDOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.GINOICATES #5 BAR, ®INDICATES #6 BARMNDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90° HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS, 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #6 =36"), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TINS 402/602-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 4021602-16, USING: Pm = 2,000 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER i OF SLAB SUPPORTED T-0" O/C MAX. SEE PLAN FOR WWM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 7th EDITION SLAB SCHEDULE SLAB I THICKNESS I REINF. REMARKS 616 W1.41.4 O VER GENERAL 31YP' 6 MIL VxW APOR COMPACTED FILL BARRIER FOOTING PROVIDE CORNER BARS SAME SIZE QUANTITY AS B SDCHN. WITH E DU 3aLEG EACH WAY. MARK WIDTH I LENGTH THICKNESS BOTTOM REINF. TOP REINF. TO SHORT LONG FM-12x18 17, CONTINUOUS 18" - (2)#5's - (+)0'-0' FMC-12x18 1T CONTINUOUS 18" - 2)#66 #5 IN CURB VARIES F-2424 24" 24" 17, (2)#5% (2)#69 FW12x12 1T CONTINUOUS 1T - (2)#5's TEA 8" SEE PLAN 8" - I (1) s _ 1_0, 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX 407-7744078 www.abdosigngroup.com AA #: 0003325 F. BVHDM a LOT: ABBOTT PARK LOT #9 BLK #9 PROJECT 091 04181.00 -09 MODMA 4EAB "1672-ARIA" GARAGE 87IING: RIGHT PAGE: FOUNDATION PLAN 160 MPH EXP. C DATE:08/14/21 SCALE: 1/4"=1'-0" 8*1EET si MIN. EACH WAY MONOLITHIC FOOTING STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND i STEEL REINFORCING IN GROUTED s CELL SEE PLAN FOR SIZE AND ' — �• y •' •- • • , g SPACING REQUIREMENTS _ SPACING REQUIREMENTS ..•w v ���ccc u �Q.•. T- '. '• 1• r � GARAGE DOOR RECESS o" F 8"CMU WALL, 8"CMU WALL.. CORNER BARS, SAME SIZE AS LARGER BAR "°+ B' R m b f t- 0'-0" J IN FOUNDATION WITH 39' LEG EACH �: m .- 0'-0" ,r TOP OF SLAB - !' 'e WAY AT ALL CHANGES IN DIRECTIONS I ... • SO THAT THE STEEL REINF. IS CONTINUOUS TOP OF SLAB J • VA _,I, MATCH AMOUNT OF CONTINUOUS BARS • +I CURB FOR MASONRY SEE SLAB SCHEDULE • a' BAR SIZE 48 BAR DIA. EXT. PORCH SLAB A 4"CHAMFER (1-STORY) #3 16' �( • SEE SLAB SCHEDULE TOP OF GARAGE EXT. PORCH SLAB 4" CHAMFER 1, I� •'-vi LL CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE UNITS SET �:D, AT ELEV: W/ it ISOLATION 6" CHAMFER (2-STORY) JOINT (WHERE ♦ �. a� #4 24" (1-STORY) W/ 1/2" ISOLATION I�, � "'7---''� 6' CHAMFER (2-STORY) U-01, APPLICABLE) i SEE SCHEDULE #5 30" JOINT (WHERE a Y APPLICABLE) 4 SEE SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING f FOR MD, BAR SIZE #6 11, i FOR MD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST jV AND BAR OUANmY AND BAR QUANTIY NUMBER OF BARS (le. 2 TO 3, PROVIDE 2 BARS), UNO #7 42" EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE SCALE:3/4"=1'-0 SCALE:3/4"=1'-0 CORNER BARS DETAIL DOOR OPENING 1 @ GARAGE 4 SCALE: 3/4"=1'-0" SCALE: 3/4"=1'lY' (1) #5 REBAR VERTICALLY W/GONG w POURED CELL LAP TOP PLATE A MIN. OF 48" o m6' CMU AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT 5 4 REBAR @24 #" O.C. @ CENTER OF LAP TO OCCUR OVER STUD OF WALL W/ PLAN $ SLAB 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING s S o 5' 7' CAPPED I NEW REINF. BAR WALL W/ SYP No 2 STUDS SEE PLANS FOR x'u I I— GALVANIZED PIPE w SECURED W/ 2-PART PLATE TO SLAB W/ SECURE EDGE ANCHOR W/7' SPACING. SINGLE BTM. PLATE 1/2'k9" WED W/FLANGE @BASE yy EPDXY. MIN. EMBED 5 I TO BE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH d d 8", UNO FOLLOW ALL MANF. PLATE EPDXY 5-1Y7EMBED. MIN. @ 16' OC • • �� M z o SPECIFICATIONS FOR SIMPSON SPH4 OR SPH6 MAX. H 4 4" CONC., REINF. W/ USE AND u B I BTM AND TOP PLATE .} 6 MI PO Y ETHYLENE 8-MIL POLY ETHYLENE SECURE FLANGE TO PREPARATION OF 4• 4• ANCHORS W/ 10d x 1 1/7' COMMON NAILS FILL ALL w w VAPOR BARRIER SLAB W/(4)1/4" X 21/4" TAPCONS HOLE. HOLES, DO NOT USE 10d W A • WELL -COMPACTED •�� 1 x 3" SLAB SCHEDULE � CLEANILLTERMITE CLEAN FILL TERMITE TREATMENT SHALL BE AQ" [SEE - ' BORA-CARE 1 y' QQ' TOP OF SLAB � • (2) CONT. #4 REBAR 4" CHAMFER (1-STORY) •' , 6" CHAMFER (2-STORY) a.�� (2) #5 REBAR ON CHAIRS 17, MIN. DEPTH INTO 2,000 PSF VIRGIN SOIL OR 95% COMPACTEDSOIL EQ, EO. VIRGIN OR ENGINEERED SOIL ? SEE SCHEDULE FOR -D, MR SIZE SLAB HEIGHT LESS THAN 3'8' T Q PER FUN BOLLARD AND BAR QUUANTRY 5 ADDING BAR TO EXTERIOR MONO DEEP scALE:3/a"=1'-a' MONOLITHIC FOUNDATION CURB FOUNDATION WOOD WALL W/BLOCK WALL 6 7INTERIOR _FOOTING A SCALE:3/4'=1'O" 6DALE 3/^"=1'-�' (VW UPLIFT) SCALE: 3/4"=1' 0' LAP TOP PLATE A MIN. OF 48" ----�� AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TOP PLATE A MIN. OF 46' LAP TO OCCUR OVER STUD OF WALL W/ PLAN AND NAIL W/ 16tl COMMON STEEL REINFORCING IN GROUTED NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT CELL SEE PLAN FOR SIZE AND LAP TO OCCUR OVER STUD OF WALL W/ PLAN SPACING REQUIREMENTS 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING BTM. PLATE TO BE PT, PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO SLAB W/10d MASONRY WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. SECURE BT. PLATE TO s $ " rc PROVIDE DBL. TOP PLATE SLAB W/10d MASONRY NAIL NAIL 16' O/C STAGGERED. ADDITIONAL METAL 16' O/C STAGGERED. ADDITIONAL METAL 49 CONNECTORS NOT CONNECTORS NOT " REQUIRED WHEN NO REQUIRED WHEN NO 8" CMU WALL UPLIFT IS PRESENT. UPLIFT IS PRESENT. LINTEL CONT. (TYP.) E SEE SLAB SCHEDULE R^� FILLED CELL (NP.) R TOP OF SLAB SLAB SCHEDULE �•' [` IPOURED8"CMU 2X WALL FRAMING -0'-0"SEE • SEE SLAB SCHEDULE 1/2" DIA. SIMPSON STB2 BOLTS 5" OP OF SLAB .. .' -b•�', , ,.a ._0-0 i ♦ MINIMUM EMBEDMENT INTO TOP OF SLAB i s s "ISOLATED" COLUMN PAD GROUTED CELL, 4" FROM ENDS AND .��` •ry,�.._.' • 4 ' CENTERED UNDER WALL AND 16' O.C. VERTICALLY MAX • -} POURED MONOLITHICALLY WITH CCC999 :♦ f + FOUNDATION AND SLAB ' I� d• SEE SCHEDULE SEE SCHEDULE FOR MO, BAR SIZE Ea. Ea, SCHE DULE EDULE FOR MD, BAR SIZE AND BAR OUANTIfY � ./ AND BAR QUANTITY ,NL FOR MD, BAR SIZE AND BAR QUANTITY COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO INTERIOR CURB FOUNDATION WOOD WALL INTERIOR FOUNDATION WOOD WALL FOOTING AND COL. PAD BLOCK WALL CONNECTION $ B°ALE: 3/4"=''-V' (NO UPLIFT) 9 SCALE: 3/4''''.�' (NO UPLIFT) Cjo' SCALE: 3/4"=1'-0" I i SCALE: 3/4"=1'-0" d N. RONALD REAGAN B1 LONGWOOD, FL 32750 PH: 407-774,6078 FAX 407-774-4078 www.a bdeBigngnwp.com AA S: 0003325 O b su=xv. & LOT: ABBOTT PARK LOT #9 BLK #9 PROJECT* 04181.000-09091 MODEZZ 4EAB "1672-ARIA" GARAGE BWMCF: RIGHT PAGE: DETAILS %160 MPH EXP. C 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407.774 4078 www.abdesigngroup.com L AA k: 0003325 o � 0 k H W f 0 SVHDIV. to Lop ABBOTT PARK LOT #9 BLK #9 PROJECT# 04181.000-09091 MODEu 4EAB "1672-ARIA" GARA6GZ 8VfMG: RIGHT PAGE: DOWEL PLAN 160 MPH Ej DOWEL PLAN SCALE: 1/4" = V-0' TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK GROUTED BOND BEAM PER ELEV. CLEAN OUT REQUIRED FOR INSPECTION .d '• ;•a i TIEtiERTICALREBAR S TOHORIZONTAL y; REBAR W/ 10" HOOK �L BAR SIZE 148 BAR DIA. s #3 18' #4 24" b #5 30" #6 361, #7 47, HORIZONTAUVERTICAL REINFORCING 1 SCALE: 3/4"=1'-0" STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS b s 8" CMU WALL • TOP OF SLAB • .4 TOP OF SLAB 4• •^ • EXT. PORCH SLAB •� SEE SLAB SCHEDULE 4" CHAMFER (I -STORY) 4 . BAR SIZE 48 BAR DIA, $ • ' •4 : ' W/ 1/2" ISOLATION 6"CHAMFER (2STORY) #3 18" >^ + • 4 JOINT (WHERE #4 24" . APPLICABLE) MATCH STEEL #5 30" 4 6" PVC CHASE s REINFORCEMENT„ Zr THRU FOOTING PER SCHEDULE #7 47' 6' PVC CHASE THRU FOOTING MATCH STEEL REINFORCEMENT SEE BCHEW LE FOR WxD, BAR SIZE PER SCHEDULE AND BAR QUANTITY PVC CHASE OltAq� #5BARS aI o� CMU UNIT DIMENSIONS b ARE NOMINAL SIZES MASONRY SYMBOLS �K 3 SCALE.3/4"=1'-0" 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-7744078 FAX: 407-7744078 www.abdosigngroup.com AA #: 0003325 fa aIrk eUDDIV. & LOT: ABBOTT PARK LOT #9 BLK #9 PROJECT 04181.000 09091 MODEL: 4EAB "1672- ARIA" GARAGE OWING: RIGHT 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 1/2" HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1Od x 1 1/2" HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 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 HILT! X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" " x 2 7/8" LONG, WITH WASHER C 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK D IPTION REMARK O (2) 2X8 BEAM SCHEDULE MaMM INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL /T.O.A. = TOP OF ARCH /T.O.S =TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION fc (psi) MH, REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 8x8 (1)45 NIA GROUTED SOLID SEE SHEET S2.2A FOR SAFE LOAD TABLES LIFT BEAM PLAN SCALE: 1 /4" = 1'-a' /I 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.774-6078 FAX: 407-7744076 www.abdesigngroup.com AA #: 0003325 13 a A otmDzZ l'oT: v ABBOTT PARK LOT #9 BLK #9 PROJW 04181.00 —09091 MODIOU 4EAB "1672—ARIA" GARAGE 8WING: RIGHT PAGE: LIFT BEAM PLAN AND NOTES %160 MPH EXP. C #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10" HOOK #5 BAR IN BOND BEAM REINFORCING OF BOND BEAM NOTES TO THE INSPECTOR/CONTRACTOR TYP 8'k6" 1#5 ,. PLACE LINTEL ACROSS TOP Of OPENING. BOND BEAM 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING�G PLACE STEEL HEIGHT. REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND AS DEPICTED HEREIN, STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYR 8'ki6" b pJE / 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM = / COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL / REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1 TOP OF THE LINTEL. VpN� 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN i6" DEEP. PB FfE 8xl6 DEL BOND TOP OF / 2 19 BEAM W/(1)#5 BAR BOND BEAM yA04p EACH COURSE • • dx0 WB(1 #5 BAR BOND TOP OF BOND BEAM F =FILLED W/ GROUT ��'30"TYPICAL SpU = UNFILLED GROUT SOLID FRNOMINAL LINTEL TO TOP OOFOPENINGWIDTH # OF #5'S, INE BONDBEAM, IF FILLED BEpAM COURSE SEE NOTE 5 16-1T/1 / p 8x8 PRE -CAST CNOMINAL—LINTEL W FBA HEIGHT #OF#S'S, TOP OPENINLENGTH -Z' MASONRY OPENING-7'CORNER IT IS THIS THATXFXXNGTNEE'roRS INTENT BINCATESADOUBLEBONDBEAMDBEAMCOURSE #OF#5'S,BOTTOM BxBPRECASTCBEAM DESEGNATION OR IREFER, ANDXFXX- 1TMM/OB INDICATES A SINGLE BOND BEAM PLACED IN LIN TEL LINTEL, W/O STEIT ISTHIS ENGINEER'S INTENT TO PLAN FOR LO AND XUXX - 1 T/lMNB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TOP LINTEL OF OPENING AND XUXX - IT/OM/OB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) DBL. BOND BEAM AT HIGHER ELEVATION 2x4 (MIN 2 X 3)1-3116 TAPCON OR DRIVE PIN (MIN DBL. BOND BEAM SHANK SIZE.145 MIN HEAD AT LOWER ELEVATION WINDOW SIZE.300 MIN EMBEDMENT 1 i14") 8" FROM EACH END AND 18" O.C. MAX. MIN 1-114' #5 BAR BENT AS SHOWN _ EMBEDMENT 2.6 (MIN 2 X 3) 2-3/18 TAPCON OR DRIVE PIN (MIN SHANK PRE -CAST SIZE.145 MIN HEAD SIZE.300 WINDOW MIN EMBEDMENT 1 1/4")2s' SILLFROM EACH END AND iITLOPE v O.C. MAX. MIN § EMBEDMENT OPEN FACE SHELL SO 2x8 (MIN 2 X 3) 2�/16 AS TO ALLOW BENT TAPCON DRIVE PIN (MIN BAR TO BE PLACED IN SIR SHANK SIZE.145 MIN HEAD UPPER AND LOWER MIN NT 1 2X4 SOLID BLOCKING EAND BOND BEAM #5 MIN. REQUIRED IN 1 41Z e" FROM EACE.300 ) HEND SECURE T W/ EACH CELL HOOKED IN 18" O.C. MAX. MIN 1-1/4" PER MIN, 2-124 PER BLK. EA. END VCMUWALL TOP BOND BEAM W/ EMBEDMENT STANDARD ACI HOOK 7/16' OSB SHEATHING CORNER BARS TYPICAL MASONRY WINDOW AT CORNER STEP SILL CONSTRUCTION ARCHWAY FRAMING DETAILS 5 PROVIDE 3" DIA. HOLE IN LINTEL SO THAT VERT, REINF. BAR CONTINUES THROUGH LINTEL. I SINGLE #5 CORNER 4 BAR, 30X30 TURNED UP g . OR TURNED DOWN INTO STEEL REINF. OF ep�` II / FILLED CELL BOND. BEAM 8x8 CMU PIER W/ SINGLE OR DOUBLE REINF. SARIS), PROVIDE 45 BAR SEE PLAN. I I / AT EACH SIDE STEEL REINF. OF OF ELEVATION ENSURE THAT PIER GROUTS BENEATH BOND. BEAM CHANGE LINTEL. CHANGEIN ELEVATION OF BOND BEAM 7 SCALE: 3/4"=T-O" ��� SINGLE LINTEL, MULTIPLE OPENINGS V SCALE: 3/4"=1'-0" IN. RONALD REAGAN 81 LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774,4078 www.abdesigngroup.com AA #: 0003326 r 13 I� F ounDIV. a# LOT: ABBOTT PARK LOT #9 BLK #9 PROJffiCT�y 04181.000-09091 MODEU 4EAB "1672-ARIA" GARAGE DTIaWNG: RIGHT PAGIM DETAILS 160 MPH FV. C "LOTT'S CONCRETE" / "CAST-CRETE" / "QUALITY" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL LOADS FOR SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT SAFEEL OAD SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 eKOB btt 1T 1T 1 1TIOB TYPE LENGTH INS PLAIN 8/8 SOLID TYPE LENGTH d61T 8ne 1T 820-0T SPA -IT e/1B 7T N821T Zle e-IWI 1Tn 1Tn 1TnB MB 84-2T 8ne,2T =-2T ellW MAW 913227 3'43• PRECAST 1438 9e2 3114 4217 N21 e44e MI 3'43• PRECAST 889 1024 341• PRECAST tee9 3e94 4314 628a 8132 7001 24e6 6118 6886 7708 9081 10000 1569 3624 4904 6268 8182 TOOT R4i• PRECAST 1065 Tao 2305 a126 awe 4786 e687 4'4Y PRECAST 514 763 410 PRECAST 1883 3M 3815 4670 6326 e0T0 19e1 0113 7192 ee94 7=7 ml 1383 3= 3815 4670 692e 6079 w4' PRECAST 819 can 1770 24M 9069 3108 43M V4r PRECAST 398 591 4'4r PRECAST 1207 2802 337e 4043 4711 079 1826 8743 7547 67e2 041 76ee 1207 2707 337e 4043 4711 ea79 Sd• PRECAST 991 1247 100 28e0 3128 ales 4240 PRECAST 411 411 S4• PRECAST 101e 180e 2a74 2944 3e13 4004 1319 4400 7196 7342 GM M�'�' 1016 2270 206 3300 3001 4064 PRECAST 817 1024 1ea1 2000 26N9 3009 3470 5'-10" PRECAST 340 339 6-10" PRECAST No 140 1971 2449 2016 SKY5'-10' 1181 MISS a" 60ne awe 8776 929 20e0 203 3107 30M 4133 8'43• PRECAST 1139 32V 3031 VV 4aea d061 8'43" PRECAST 410 721 8'4!' PRECAST 6ae 1201 1678 lode =a2 z= 1189 3W 4608 7054 10000 8828 1801 2929 2790 9251 V12 T41 PRECAST 670 Sae 2406 22M 2416 3191 aeee T43• PRECAST 309 534 T43" PRECAST 716 goo 1181 1462 1743 2D28 9a6 ewe 3409 48w 7ae7 6472 727 low 2026 2426 2e27 3228 9'-4• PRECAST 428 e33 1603 2M4 2481 me 2821 9 4" PRECAST 192 384 9' 4" PRECAST 444 586 787 w6 1129 1310 see 1e74 22M 3061 40M 4e00 e72 1916 1843 im 2184 2519 10'43" PRECAST 988 487 1247 1757 1904 2103 2021 104E PRECAST 151 301 10' 6• PRECAST a66 40 012 7E5 egg 1042 de0 14M IOU 27w a222 3784 804 11I0 1472 flea 1710 Im 11'r{' PRECAST 330 84 1312 1742 2282 Maeao 11' 4• PRECAST 132 417 11' 4" PRECAST 544 1312 1742 2282 2e08 8d62 406 1042 1372 1843 1470 t� o 174Y PRECAST 308 d07 1210 169e 2048 2ee8 3101 170 PRECAST 111 370 174r PRECAST 383 Bee 470 e67 m 7B8 eo7 1210 lase ewe 2eee a171 440 wo laoo leeo tau 147e 13'w PRECAST 270 433 1045 1986 1732 2187 26M 13'-• PRECAST 82 298 13'-• PRECAST 30B $an 393 454 e76 645 414 1048 US 1732 2810 2e115 age Teo 1067 1312 1071 1209 14'4r PRECAST 264 US 07e 1272 Iwo 19e8 2270 14'4r PRECAST 71 293 14W PRECAST 1 279 m 30D 443 626 we no We 1272 1e00 1900 2869 1 378 717 "1 1192 076 1133 14'4r PRESTRESSED N.R. N4 NR NR NR NR Nt 14'4r PRESTRESSED N.R. 283 14'4r PRESTRESSED tag 422 an e26 746 Bee 4d6 1070 1420 1024 2W V12 240 SO 000 12a7 1474 1715 PRESTRESSED N.R. Nit NR NR NR Nt2 NR15'-4• 15'-• PRESTRESSED N.R. 252 Iv-r PRESTRESSED 23O ae7 464 eB4 793 41 N 1014 1840 1708 211e 2813 2a0 we 906 1134 lees 1672 1T-' PRES1i8:88ED N.R. NR NR Nt rat N4 NR ir-c PRESTRESSED N.R. 183 irw PRESTRESSEDIVate see 451 687 Goo 300 666 1121 1413 1739 2D47 102 we 720 Sol 113e 1312 19'4• PRE8i1 N.R Nt NR NR NR NR NR 19'�• PRESTRESSED N.R.148 19'"i• PRESTRESSED 102 200 340 430 513 696 296 736 960 1200 14U 171e 108 420 as Bag gee 1000 21'-4• PAD N.R. NR NR rot Nt NR NR 21W PRESTRESSED N.R. 125 2114" PRES�SM 142 219 eoe set 484 627 1B0 SO 833 lone Ilse 140 142 97a 6a7 e00 516 043 2r-V P 88ED N.R. NR NR N4 NR rat 2,,0. PRESTRESSED N.R. 118 274r PRESTRESSED 187 226 290 ae9 428 497 1e6 No 784 902 ZI 120/ 1ae1 187 3e8 eta 0 0 770 900 24'4P PRE87RESSED N.R. NR NR NR NR NR Ni 2VO PRESTRESSED N.R. 91 W-W PRESTRE88ED 124 174 AS a02 300 418 126 460 664 B24 1014 1147 134 319 466 1 6B7 GOT M - ALL VALUES TARN AS THE LESSER FROM "SAFE LOAD TABLES" BY QUALITY 2018 EDITION, LOT1"S MAY 2015 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE AND CASTCRETE MAY 2D15 EDITION. - ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MINIMUM 4.OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE #: 19-0130.13 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA M 0003326 o F oxnmrV. & W21 ABBOTT PARK LOT #9 BLK #9 PROJECT 0418L00 —09091 MODEIa 4EAB "1672—ARIA" GARAGE 8'WWG' RIGHT PAGE: SAFE LOAD TABLES 160 MPH W. C FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETAL20 W/ (14) 10d x 1 1/2" HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1Od x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H1OA OR LGT2 W/ IOd x 1 112" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 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 C 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUES MANUFACTURER / ENGINEER NOTES: 1, ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. FRAMING PLAN SCALE: 114" = V-0" I 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.774,8078 FAX: 407.7744078 www.abdesigngroup.com AA k: 0003326 G A{1) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 10d. 1 �' NAILS TO TRUSS 842) SIMPSON HETA16 TRUSS ANCHOR WITH (12) 16d x 1 �' NAILS TO TRUSS DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS(NOT SHOWN) C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH (16) 10d x 3 �' NAILS TO GIRDER AND (2) SIMPSON HETA16 TRUSS ANCHORS WITH (12) 16d x 3 k' NAILS TO GIRDER 1x2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/ (3)16d GALV. COMMON NAILS. tx2 SECURED W/ 10d GALV. COMMON NAILS 12"O/C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE" NOTE: APT SYP#27'x 4% 6", 8" x 4'4" MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3' O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. ENGINEERED WOOD TRUSSES 0 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW ANDAPPROVAL A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, L1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) TYPICAL TRUSS/ 1a 1b 1c GIRDER CONNECTOR(S) SCALE: 3/4"=1'-0" ENGINEERED WOOD TRL 0124" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL (1) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 10d x 1 J' NAILS TO GIRDER. PROVIDE 6" MINIMUM CONCRETE EMBEDMENT. USED IN CONJUNCTION WITH HEAVY UPLIFT CONNECTOR PLYWOOD SHEATHING, SEE "ROOFNVALUFLOOR SHEATHING FASTENER SCHEDULE" NOTE: APT SYP#2 7x4", 6", 8" x 4'-0" MAY BE ADDED W/ 1Dd NAILS, 2 ROWS, 3" On TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE GIRDER TIEDOWN REQUIREMENTS. \--A41) SIMPSON LGT3-SDS2S GIRDER TIEDOWN WITH (4)'J' x 5" TITEN HO TO CMU AND (12) SDS J' x 2 k' TO GIRDER B41) SIMPSON FGTR GIRDER TIEDOWN WITH (2) J' x 5" TITEN HD TO CMU AND (16) SDS j' x 1x2, 2x WOOD FASCIA 3" TO GIRDER SEE ARCHITECTURAL C{2) SIMPSON FGTR GIRDER TIEDOWNS WITH 2X SECURED W/ (3)16d (2) J' x 57TITEN HD TO CMU AND (18) SDS *'x 3" GALV. COMMON NAILS. 1x2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED 17' O/C SEE SCHEDULE SOLID, 9'EACH WAY OF BOLTS # 1100 UPLIFT SIMPSON - HTSM20 W/1010d TO TRUSS AND (4) 1/4" x 21/4" TITEN 2 ANCHORS TO CONT POURED LINTEL # 1900 UPLIFT (2) SIMPSON HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/1010d TO TRUSS AND (4)1/4" x 2114' TITEN 2 ANCHORS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) TITEN 2 ANCHORS MIN. B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) 2'COVER 8 7' APART C ALLOWABLE UPLIFT = 88M LBS (2 PLY MIN.) REPAIR OF MULTIPLE TYPICAL ROOF MISPLACED EMBEDDED TRUSS ANCHOR 2a 2b 2c GIRDER CONNECTOR(S) SCALE: 3/4"=1' ' 3 SCALE:34" 1'-0 (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN BRACE W/ (3)12d 10 EA. TRUSSES WHERE TRUSS (DI, BRACE TO X-SRACING IS PRESENT AT COVER 5 TRUSSES) 4'4" O.C. (AT SHEATHING 0'-0" TO 30'-0" (1) "X" BRACE SEAMS) 30'-1" TO 60'-0 (3)'X" BRACE SECURE 2K PT. PLATE (1) "X" BRACE ® CENTER TO BLK W/ 1/2' DIA. -(^ MAX IW/IXI) e1o�o (2) W: BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 7' OR MAX W.a ) FROM CENTER TO END. WASHER SET IN HIGH 2x WOOD FASCIA, 21(2) STRENGTH EPDXY 6' MIN. EMBED. AT 37OC 1x4 DIAGONAL SEE ARCHITECTURAL MAX. BTM. CHORD PRE-ENG GABLE TRUSS SECURE GABLE TO 218 BRACING, SEE P.T. PLATE W/ 12d's S' PLAN FOR LOCATION ��VS MAY NOT BE STIFFBACK (AS PER TRUSS ENG) O.C. MAX 6 REQUIRED r � 2x4 SECURED W/ 10 (2) 10d's C EACH TRUSS TO BE INSTALLED BTM. CHORD OF 101-0" O.C. MAX. - 1T TT_ WOOD ROOF TRUSSES tx4 BTM. CHORD BRACING 6-0" O/C —7 - -END WALL OR OTHER MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF 10'-0" O/C MAXSECURED W/ (2)10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD INTERSECTION BTM. CHORD BRACING S SCALE: 3/4"=1'-0" SEE SCHEDULE FOR BOND BEAM RED. BLOCK WALL W/ GABLE END 7 PRE-ENG'D TRUSS SCALE 3/4"=1'-0 NOTCH DEPTH I/4•0 THE USE OF ALTERNATE MATERIALS MAY BE HOLE EDGE >5/8' USED SO LONG AS THEY CONFORM TO THE H05EDIAMETER FOLLOWING < D SGL. STUD OUTER 1/3 OF 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS SPAN ONLY A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES ---HOLE EDGE >516' AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED, A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO Fi AND F2 FORCES. BTM. HOLE DIAMETER PLATE < 3/5•D D.L. STUD STUD NOTCHING AND BORING LIMITS LIMITS O SCALE: 1 1/7'=1'-0" 11 ALTERNATE MATERIALS SCALE: 3/4"=T-U' 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32760 PH: 407-774-6078 FAX: 407-774,4078 www.abdesigngroup.com L AA #: 0003325 fop U W $3L S a F. otmDIV. & w1r. ABBOTT PARK LOT #9 BLK #9 PROJECT 04181.00 —09091 MODEU 4EAB "1672—ARIA" GARAGE STING: RIGHT PAGE: DETAILS 160 MPH W. C 2x4 BLOCKING BETWEEN TRUSSES (2) 2X4 No.2 SYP DIAG. WHERE X-BRACING IS PRESENT AT BRACE W/ (3)12d 0 EA. 4'-U' O.C. (AT SHEATHING SEAMS) TRUSS(DIAG. BRACE TO COVER 5 TRUSSES) 0'-0" TO 30'4" (1) "X" BRACE 30'-l" TO 60'-0 (3) "X" BRACE PRE-ENG GABLE TRUSS (1)'7C BRACE 0 CENTER (2) "X" BRACE DIVIDED EQUALLY STIFFBACK AT ALL 2x SUB -BAND FROM CENTER TO END. UPRIGHTS OVER 4'-10" HIGH (AS PER TRUSS ENG) PLYWOOD SHEATHING, SEE "ROOFMALUFLOOR SHEATHING FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. 1x2, 2x WOOD FASCIA CONNECTION PER SEE ARCHITECTURAL TRUSS MFG. 2x SECURED W/(3)16d ENGINEERED WOOD GALV. COMMON NAILS. TRUSSES ® 24" O/C, ix2 SECURED W/ 10d SUBMIT SHOP DRAWINGS GALV. COMMON NAILS FOR REVIEW CONT. 2x4 RAT RUN 17, O/C AND APPROVAL SECURED W/ (2)12ds C MASONRY BOND BEAM EACH TRUSS SEE SCHEDULE GABLE END PRE-ENG'D TRUSS W/ HIP RETURN SCALE:3/4" 1'-0' -4 PRE-ENGINEERED VALLEY TRUSS CONNECTION 2 SCALE: N.T.S. PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0" O.C. (AT 0 PRE-ENG'D W000 SHEATHING SEAMS) (BLOCKING TRUSS (TYP) 0 24" O.C. NOT SHOWN FOR CLARITY) MAX 2X4 DIAGONAL BTM. CHORD BRACING. SEE PLAN FOR LOCATION FOR STRAPPING Y VERIFY SECURE 2x6 PT. PLATE TO BLK W/ TRUSS PLAN W/ 1/7DIA. ANCHOR BOLT W/ 7' WASHER SET IN HIGH .S STRENGTH EPDXY 6' MIN. EMBED. AT 37' OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 6' O.C. MAX CONC. POURED LINTEL COURSE CONT. 2x4 SECURED W/ (2)10d's @ EACH TRUSS TO BE INSTALLED 0 10'd9' O.C. MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL 8 SCALE: 3/4"=1'-0' 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 95 DIV. dC LOT ABBOTT PARK LOT #9 BLK #9 PRAJECT 04181.00 -09091 MODZ4It 4EAB "1672- ARIA" GARAGE 0111'ING: RIGHT PAGE: DETAILS 160 MPH EXP. C D TM 08/14/21 SCALE 1/4"=1'-0" SHEET S3.1B ft N ti GABLE ENO r ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-16 ZONE 1 = 53.00 PSF (63.00) ZONE 3 -60.90 PSF (70.90) ZONE 2e = 60.90 PSF (70.90) ZONE 3e = 70.40 PSF (80.40) ZONE 2n = 70.40 PSF (80.40) ZONE 3r = 83.80 PSF (93.80) ZONE 2r = 70.40 PSF (80.40) "A"= 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 160 MPH EXPOSURE CATEGORY: "C" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT: i/- 0.18 ROOP DNPFRAMA FOR ASPHALT SHINGLE ROOF, USE MIN 19/37' STRUCTURAL SHEATHING EXP 1 (40/20). FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 19/32" STRUCTURAL SHEATHING EXP 1 (4020).(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL ROOF SHEATHING TO GABLE END FRAME USE 10d RING SHANK GUN NAILS@4'O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/IN 4- OF GABLE END. ROOF/ WALU FLOOR SHEATHING FASTENER SCHEDULE SIZE HEAD LENGTH DIA. TENSILE STR. SHANK ASTM lod RING SHANK, 2Ir2' 0131 716 77 R 170000 RING RINGS ( PER RSRS-03 Btl RING SHANK, 23/8" 0.113 667 SCREW SHANK INCH) RSRS-01 RSSRS 8d RING SHANK, PNEUMATIC 2318" 0,113 F1667 SCREW.AIL, RSRS-01 RAI- IEH UR I RUSS ROOF SHEATHING EXTERIOR SHEATHING USE 12"COX OR 711S'O.S.B. PLY WITH Sd RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOPBOTTOM fl5§ PANEL AND SKI RING SHANK GUN NAILS AT 6'O.C. AT INTERMEDIATE SUPPORTS OR 7/18" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL U BUILDING LENGTH x ROOF SHEATHING LAYOUT AND ENOWALL BRACING FOR GABLE END FRAMING 1400E 81EA71Ri0 ATTACHBIW BPACW ZONE 1: tOd NAILS ®4" O.C. ON EDGE AND S' O.C. IN FIELD ZONE 2e, 2n, 2r: 10d NAILS 02 4" O.C. ON EDGE AND 4" O.C. IN FIELD ZONE 3,3e, 3r: 10d NAILS 4" O.C. ON EDGE AND 4" O.C. IN FIELD NN`=ROOF SHEATHING THICKNESS WAS CALCULATED AND ADHERES TO ASCE 7-16 M RING SHANK GUN NAILS @ 4"OC. TOP a BOTTOM E-1 u� z 6, NM GABLES -DROP GABLE END & (1) ADD'L DROPPED TRUSS 2X4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING 0 16'O.C, IF NO DROPPED GABLE END, ATTACH 2X4 i2 SYP BLOCKING @ 16' O.C. FIRST 4 BAYS W/(2)12d NAILS EA END. ATTACH ROOF SHEATHING TO RAFTERS 2/ BLOCKING PER NAILING SCHEDULE - 1. RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT" TABLE FOR FIELD SPACING 1 �-• #8 2" DECK SCREWS 0 9-6' O.C. MAX R EQGES & 17' O.C. M6X IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SU&FLOOR SHEATHING TYR 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS (;ENEPAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C3303M. MAXIMUM AGGREGATE SIZE SHALL BE 314'. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD: ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT pROVIPE 6%NR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCHITECTURAL DRAWNGS FOR SLEEVES,DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2020, 7th EDITION ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 3/d'. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318-14, BUILDING CODE REQUIREMENTS CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. Fb = 1100 PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, TMS 402/002-16 AISI SPECIFICATION FOR THE DESIGN OF PROVIDE 84AIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS ON -GROUND WHERE INDICATED ON BARRIERMEMBRANSIVE E ELASTICITY = 1,400,DOO PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-16 AND Al SC SPECIFICATIONS PROVIDES. SEAMS LAPPED B INCHES AND SEALED WITH ADH PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0,25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORMWORK: CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT FORM -WORK SHORING AND BRACING FOR ALL CONCRETE BEAMS SLABS COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN, AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WTH ACI 347 LATEST W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT EDITION,"RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN W OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCUMO S FOM THM PLANS• MINIMUM NAILING PER FBCR 2020, 7th EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION' FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURALDEPENDING PROVIDE 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 02. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE, IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION, THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED IT AND FOUNDATION PA 0 SITE PREPARATION REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. DEEM LOADS: ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf 20 psf TOP CHORD no-oncu Tent 10 psf BTM CHORD non- cuTent DEAD LOAD DEAD LOAD 13 pat TOP CHORD 20 psf TOP CHORD WELDED WIRE MESH: WELDED HARE MESH, SHALL BE ASTM Ai064/A1064M, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED MATH 2"CHAIRS SPACED T-O' OC EACH WAY. REINFORCING STEEL: REBAR SHALL BE ASTM A615A615M GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 GRADE 60 IN MASONRY DEFORMED BARS FREE FROM OIL SCALE AND RUST AND PLACED IN ACCORDANCE CE CORAON E W THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL AND VERTICAL BARS SHALL LAP 6 x BAR NO, UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 36' #5 BAR - 30" #7 BAR - 42' PROVIDE 36" x 36" CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS FOR ADDITIONAL INFORMATION. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. VVODD MAXIM: TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE "NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS'BY THE NFPA. TRUSS DESIGNS SHALL B SIG AN B HA L E SIGNED D SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036' AND BE MANUFACTURED FROM STEEL MEETING THE REQUIREMENTS OF ASTM A446/A446M GRADE A AND SHALL BE HOT -DIPPED GALVANIZED. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND "SCSI LATEST EDITION' COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED WOOD TRUSSES. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI/ASCE 7 88: 1990. (7 ps1 w/ ASPHALT SHINGLES) (10 psi 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 Psf BTM CHORD 5 psi BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WAND UPLIFT: tOpsf 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 paf WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 PIT WIND: DEAD LOAD SPEED MPH 3-SECOND GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING (ASCE 020) EXPOSURE C, RISK CATEGORY IN INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL BIT BLE(FBC ATTIC LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT WITH STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (E%TERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE AND DECKS: 40pei, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: 50pef, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER, STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 4OW PLAN SHOWING COMPONENT LAYOUT, SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHM DRAWING R EW. "SPECIFICATION MASONRY STRUCTURES" UNIS 402, BUILDING CODE REQUIREMENTS FOR MASONRY SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED SV 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 OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER. COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL BLOCK WALLS SHALL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. R ONCE WITELLH MANUFACTURED IN CONFORMANCE WITH ASTM CSO, GRADE fm = 2000 PSI. BLOCK SHP.LL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAW NGS SUBMITTED WTHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WTH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C476, 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 318" WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W1 A SLUMP OF 8" TO IV. USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATION/ SITE PREPARATION' FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WTH ASTM D-1557. TREAT ALL CELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL 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. (48 BAR DIAMETERS)., U.N.O. CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL STFttjCTLqM STEEL BE MADE BY THE GEO-TECH. ENGINEER. THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE 00w.4 ET - SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. CONTRACTOR SHALL SUBMIT PROPOSED MX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5' H- PRIOR TO THE ADDITION OF PLASTICIZER CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 AND ASTM C941C94M OR MEASURING, MXING, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED, THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT 18 DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES, IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH 15 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 3' FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS) B. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER i-12' FOR 0 5 AND SMALLER 7 FOR #6 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3/4- FOR SLABS, WALLS AND JOISTS W W FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS A36/A36M, Fy - 36 kv FOR ANGLES, PLATES, AND WSHAPES. STRUCTURAL TUBING SHALL BE ASTM A500/A500M, GRADE B, Fy - 46 ksi. STRUCTURAL PIPE SHALL BE ASTM A53/A53M, GRADE B, TYPE E OR S, Fy = 35 ksi. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WTH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM F3125IF3125M BOLTS WTH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURNOFF-THE4NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. JSOLTS ARE TO BE STEEL FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER A-TION SIZE 1.BPAgNG REMPRKH APPLICATON SIZE TYPE -No REMARKS IrZPT0.AStINGTO MPSONRY/CONC. WEIMROENED-L NALI t2LONG. 8`OF GPFAGEGOCHBICK TO MASONR DoW IN'DA NO WASHER ON MA9�MY FASTENER NOx; EMSED.X'EID T. mI-EDGE- SGDAL.EXT.DOOR& CANEHAROENEOCOIL WINDOWIDDORI FASTENED GARAGE DOOR NLX:K 3IBaDAAOR E%PMLNON BOLT II -Al 1C'O/OIA d"EMBED, 1-DST, ,APT SEE NOTEfi WJL1,?LONG. GGAD STAOOEREO MO -INC. TO M490NNY/DING ERCONTACT Z<"O/C (12'gA) 3"EDOE DST. wNoow eua CASEHARDENED-L wNoowlDoow FASTENED METAL STRIA TO THIS ENGINEER FOR SPACING ,. PT MENOTEI NAL „2'LOW, STA.GEREO INTO- MASONRY I COTS. REQUIREMENTS E.T.__DOOR -. PT, SEE WTE B (Zlyte'gA NO WASHER `TAN;OM FASTNER IB' O� 112' E.- S' ENO. O'ST., I -EDGE DST. NONBEA. W00D WALL TO CONC.9LAB t2^ EXPANSICA 4"EMBED. K'END WI WASHER BOLT b QO DSi., 3 EDGE DST. h PT WINWWBUgt U.t9B°PAFxZ 1IB' S°OIC 4^END gaT.,lt2' PT T08TEEL COL., SEE WIWASHER STAOGEREO EDGE DS,. NOTES NTT 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILT XZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WTH A WOOD DOOR FRAME. iX MEMBERS ARE NAILED AND 2K MEMBERS ARE SECURED W/ TAPCONS OR RAF TO THE SUBSTRATE. • 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32780 PH: 407.77"078 FA%: 407-774 4078 www.abdesigngroup.com AA #: 00033125 fit SL79DIV. de LOT: ABBOTT PARK LOT #9 BLK #9 ]PROJECTIlp 04181.00 -09091 UODEIs 4EAB "1672- ARIA" GARAGE 131FMG: RIGHT PAGE: DETAILS 160 MPH EXP. C © TRIM NAIL INSTALLED THROUGH FASCIA @ 16" O.C. MAX O STAPLES INSTALLED- THRU SOFFIT AT NAIL HEM AND IN VALLEYS �-8" MAX. DETAIL A FASCIA O STAPLESINSTALLED @ 12" O.C. MAX (INTO WOOD) IN J-CHANNEL SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) FASCIA WOOD BOARD BY OTHERS O STAPLES INSTALLED THRU SOFFIT AND J-CHANNEL AT NAIL OFFIT 1Q HEM AND IN VALLEYS STAPLES INSTALLED( 12" O.C. MAX (INTO 7QWOOD) IN J-CHANNEL SLOT WOOD BATTEN 10 -STAPLES INSTALLED 7Q THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS #8X3" WOOD SCREW OR TAPPING SCREW, BATTEN ATTACHMENT FASTENER SPACED 24" MAX. O.C. 8" MAX-4 kr- DETAIL DO STAPLES INSTALLED, J-CHANNEL THRU SOFFIT AND J-CHANNEL AT NAIL FASCIA HEM AND IN VALLEYS O SOFFIT­-�I 3Q J-CHANNEL I-- n TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION 'L SOFFIT--" ��1 SEE DETAIL'A' SEE DETAIL 'E' EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL, FASCIA @ FASCIA END EAVE WIDTH (ROOF OVERHANG) CONCRETE; CMU OR WOOD (NOTEA) SEE DETAIL EAVE CROSS-SECTION SINGLE SPAN M-CHANNEL J-CHANNEL @ WALL AND FASCIA END BATTEN STRIP ANCHOR 12 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO FRAMING ('TRUSS/JOIST/RAFTER / BY OTHER EMB. WOOD BATTEN a -�I{�- `J-CHANNEL Q v DETAIL B MAX. J-CHANNEL FASCIA 12 BATTEN STRIP ANCHOR 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO FRAMING 7Q STAPLESINSTALLED THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS 0 11 1X2 WOOD BATTEN--- r 2X2 WOOD BATTEN 10 _ O SOFFIT ;� fNSTALLATION SCREW, Q J-CHANNEL- BATTEN ATTCHMENT ® 1'. FASTENER SPACED 24" g0 MAX O.C. STAPLES INSTALLED@ DETAIL C o—CONCRETE/CMU 2" O.C. MAX (INTO WOOD) IN J-CHANNEL J-CHANNEL SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) OR VE WIDTH DOF fERHANG) CONCRETE; CMU OR WOOD (NOTE:1) BY OTHER 2 1/4" NSTALLATION SCREW, EMB. BATTEN ATTCHMENT FASTENER SPACED 24" gQ MAX O.C. STAPLES INSTALLED @ 12" O.C. MAX (INTO 7Q WOOD) IN J-CHANNEL O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR WOOD (NOTE 1) WOOD (NOTE 1) NOTE 1: MINIMUM SPRUCE -PINE -FIR FRAMING OR CONCRETEIMASONRY. BUILING CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET. vi rvL n 12" TRIPLE 4 FULL-0-VENT SOFFIT ECO VINYL -NO. 639 ,- �' 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH:407-774.6078 FAX: 407-774-4078 www.abdesigngroup._ AA #: 0003326 y 4 i i b 19LTHDIV: da LOT: ABBOTT PARK LOT #9 BLK #9 PROJECT# 04181.000-09091 HODMA 4EAB "1672—ARIA" GARAGE DWrNG: RIGHT PAGE: SOFFIT DETAILS 160 MPH EXP. C I. 'V 60 do 6-