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99 0 0 1504 3EAB 9 9 y-. t� H 0 M E S 12602 TELECOM CORIVE, TAMPA, FL 33637 Tel= (813) 740-9720 Fax: (813) 740-9715 STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS -FryW,�1pFM MM]NG CODgI=Dgn7g, ABV ABOVE LAV. LAVATORY DATE DESCRTION D� DR HORTON HOMES M IMMON (M) -ALL LOCAL �IiD 37ATg CODgS -OCCUPANCY - RESIDENTIAL, GROUP R3 A'C AIR CONDITIONING LUM. LUMINOUS ADJ ADJUSTATE M a. MEDICINECABIN AMP AMPERAGE MIN MINIMUM BD BOARD MT METAL THRESHOLD 05/I2/0 CON51W=TICN DOCUMENTS ISSUED ARCHITECTURAL SHEET DESCRIPTION ��� �� MAINTENANCE PG CS —COVER SHEET 03R8/g REVISED LINTEL SIZE • ENTRY 12602 TELECOM DRIVE TAMPA, FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 -CONSTRUCTION TYPE - VB -YIN. BiTERIOR FINISH - CLASS B -BASIC IUD SPEED - Vult=160 NPH Vesd=124 MPH -EXPOSURE - C -1-STORY RESIDENCE - .2-STORY RESIDENCE -MAX HIIGHT AS PER LOCAL AND STATE CODES CL CENTERLINE MT D MOUNTED CAB CABINET MTL METAL CLG CEILING NTS NOT TO SCALE CLR. CLEAR OC ON CENTER CONC CONCRETE PL PROPERTY LINE CPT CARPET PH PUSHBUTTON C.T. CERAMIC ME PH, PHONE D. DRYER PLY. PLATE DO DOUBLE PL YW PLYWOOD D.G. DUAL GLAZED PR. PAIR DIA DIAMETER P.T. PRESSURE TREATED PG GN— GENERAL NOTES PG Al —FLOOR PLAN PG A2C—ELEVATION "C" PG El —ELECTRICAL PLAN PG Pl —PLUMBING PLAN m6/2VIs ADDED LED L414TO TO 10TC1EN ! 5ATHRO" IRL 'M MA50WES IOA5/I3 ADDED WAD LAYOUT 10/1" ADDED OPT E,-O' CEILINGS HEGHT 01/01R0 REPLACE UBP CGNEC70R8 WTH SIMP80N COMEGTORS 04A3)2v OPT. W-0' CLG. HGT: F"SE ARC UAY HEIGHTS OI/OIRI 2020 F9G UPDATE DIM. DIMENSION R. RISER DISP. DISPOSAL RAD. RADIUS DP. DEEP R.AG. RE TURN AIR GRILL DR DOOR REF REFRIGERA OR D.S. DOWNSPOUT RM, ROOM DW. DETAIL SO RLID OUGHOPENINGPG D.W. DISHWASHER S.C. SMOKEDREEXTDR EA EACH S.D. SMOKE DETECTOR ELEV ELEVATION S.H. SINGLE HUNG EQ EQUAL SLIT. SHEET EXH EXHAUST SHTHG. SHEATHING �/o3rn ADDED SOFFIT MAILS PG Ml —MECHANICAL PLAN PG D1—DETAILS D2-DETAILS PG D3—PRODUCT APPROVAL PG WAl—WALL ASSEMBLY DETAILS � STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA (SQ•U S P 1. ClllAi. LIVING 1504 SaFT. GARAGE 390 °aCd. FT. ENTRY 31 $a. FT, AR No. 93723 LANAI $Q. j, EXT. EXTERIOR SSHOWER F.G./FX. FIXED GLASS IM, $IM. SIMILAR PG WA2—WALL ASSEMBLY DETAILS -' A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. TCTAL 2011 Sa FT. F.G. FUEL GAS SL. SLIDING FIN. FINISH SL. GL. SLIDING GLASS FLR. FLOOR STD STANDARD F UOR. FLUORESCENT SWS SHEAR WALL PG WA3—WALL ASSEMBLY DETAILS PG WA4—WALL ASSEMBLY DETAILS FLORIDA 32750 F FRENCHLONGWOOD, PTO R FOOTING�OR TEMP TEMPeeEDGLASS PG WA5—WALL ASSEMBLY DETAILS Tel: (407) 774-6078 GAR. DISP. GARBAGE DISPOSAL TOC. OPOFCURB OFPLATE PG WA6-WALL ASSEMBLY DETAILS Fax: (407) 774-4078 G.F.I. GHBOURD MA TCIRCU TO& TOP GL. GLASS TYP. TYPICAL STRUCTURAL SHEET DESCRIPTION PG Sl—FOUNDATION PLAN PG S1.1A—DETAILS GYP. BD. GYPSUM BOARD U.N O. UNLESS NOTED IT HOSE BIB OTHERWISE H.C. HOLLOW CORE V R VAPOR PROOF HOR HEADER W. WASHE DRAWING / CONTRACTS DOCUMENT REVIEW BY BUILDER INSUL HT HEIGHT W� WITH INT INSULATION WD. WIND INTERIOR WDW. WINDOW PG SLAB —DETAILS THE BUIIDER ASSUMES ALL LIABUM FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. BJT. W/H WATER NEATER W.I. WROUGHT IRON PG S1.2—DOWEL PLAN PG S1.2A—DETAILS IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND PG S2—LIFT BEAM PLAN AND NOTES IN NEED OF FURTHER DETAH,ING OR EXPLANATION IN ORDER TO BUIID THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE PG S2.IA—DETAILS PG S2.2A—SAFE LOAD TABLES BUII.DER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR PG S3—FRAMING PLAN CLARIFICATION. PG S3.1A—DETAILS AB DESIGN GROUP WaL RESPOND TO ALL WRITTEN PG S3.113—DETAILS RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO PG SNl—DETAILS RESPONSEBUd'TY FOR INTERPRETATIONS OF PG SDl—SOFFIT DETAILS CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTION BASED ON THE DRAWING SET. .1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 4 4 _ Y 9UHDIV. & LOT: ABBOTT PARK LOT# 32 BLK. 7 PROJECT 04181.000-32071 MODELS 3EAB "1504-ALLEX" GARAGE SWING: LEFT PAGE: COVER SHEET 160 MPH A. C GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 7TH EDITION (2020) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH FBCR 2020 CHAPTER 3, SECTION R301,2.1.2. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 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 FORALL 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. 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 318 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 Mg SHEET STEEL V MIN. RIGID ON -METALLIC CLASS OR CLASS i 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 518 -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. xmwm 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 Y 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. T. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 8. EXCAVATIONS TO BE A MINIMUM OF T- 0" BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES.' iVAM 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 INDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA- THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6-WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL SEE ROOF/WALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE24"AND THE MINIMUM AREA SHALL BE8FT .SQ. RU1111111MI 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. 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 EXTHM FWIM 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %' THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 112"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-C1063-19aAND R703.7. UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2' GYPSUM BOARD. R302.7. FXTEMORC81Wf 1. EXTERIOR CEILING TO BE 112" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4" TYPE "W" DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AS DESIGN GROUPS 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. ExiHi 80FFir3 i. 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) Vl N. RONALD REAGAN B1 LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-T744078 ww W.abdeslgngroupxom AA #: 0003325 w rd r�r 0 [ILLJ N W 0 x 3uBDIP. & MPABBOTT PARK LOT# 32 BLK. 7 PROJECT# 04181.000-32071 MODELz 3EAB "1504-ALLEX" GARAGE 87 MG: LEFT PAGE: GENERAL NOTES 160 MPH E C PRIIQT 06/14/21 DATE: scALE: 1/4"=1'-O" 519EET GN SQ.FT. CALC. S LIVING 1504 SQ. FT. GARAGE 3W SQ. FT. ENTRY 31 SQ. FT. LANAI 86 Sa FT. TOTAL 2011 SQ. FT. MASONRY/FRAME WALL LEGEND 8'-0' BLOCK WALL UN.O ON PLANS BRG. HGT. VARIES 4' INTERIOR LOAD BRG. WALL UN.O, ON PLANS 0 4' INTERIOR NON LOAD BRG. WALL U.N.O. ON PLANS -ALL INTERIOR DOORS TO BE 6'8' -ALL EXTERIOR DOORS TO BE 8'-0' UNLESS NOTED OTHERWISE C01PdBR NO CLADDING W D LOME eAW WD SWOON FOR a 6E=0 01ATIS OIem emm Z016 NOMPH I IDW F1811M ALOTIlE FOOTAGE MIN. WINDOW 10 5 31/-50 CRITERIA EXTERIOR SWING IS 5 36/-41 DR MIN. CRITERIA SJGD. MIN. 41 5 34/-43 CRITERIA 16010 O}1D. 112 5 31/-38 12'xI2' SOFFIT 1 5 313/-4" BASIC WIND SPEED MPH = 160 (Vult) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II, EXP.=C, MEAN ROOF HT. = 15'-0" PRESSURES HAVE BEEN MODIFM PER FBCR 7PH ED. (2020) SECTION R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. OMROLDATS C DBL. TOP PLATE 0 m ABAR DETAIL scALE:Irz'.I'-0' FLOOR PLAN SCALE: 1/4 • 1'-0' NOTE: 2 S LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLS. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICI0,11ESS, SOLID ORHONEYCOMB-CORE STEEL DOORS NOT LESS THAN 1 3/0' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. 1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774E078 FAX: 407-7744078 w .abdesigngroupxom AA #: 0003325 a a k Wt/! W f 00 x a mm OEM. & LOT: ABBOTT PARK LOT# 32 BLK. 7 PROJECT# 04181.000-32071 MODEL• 3EAB "1504-ALLEX" GARAGE SVMG: LEFT PAGE: FLOOR PLAN %160 PH Aj BLDG. HGT.� DECORATIVE — LOUVER 4' FRIEZE—, BAND (TYP) b' TRI BOARD (TYF- 6' RAISED BAND 0 ROOF : BAND NG AS D (TYP) ICI Imil ICI ICI FRONT ELEVATION-C SCALE: 1/4 . I'-0' TEXTURED FINISH 1�6 8'-0' BRG._ NG_T.* _ ' --¢ OFF RIDGE T OFF RIDGE T 0'-0' FIN. FLR, LEFT ELEVATION-C SCALE: 1/4 . I'-0' TEXTURED FINISH 8'-0' BRG. HGT _-- _ _—_—_-- I I I j I I I I � I I I I 0'-0' FIN. FLR., 0'-O' FIN. FLR, OFF RIDGE VENT OFF RIDGE VENT 11 12— OFF RIDGE T b 46 I I I I I j I I I I I I s FIE-11 F EIET --------------- RIGHT ELEVATION-C SCALE: 114 - I'-0' TEXTURED FINISH REAR ELEVATION-C SCALE: 1/4. P-0' TEXTURED FINISH BRG. HGT. I I 4B I I I I I I I I I I I 0'-0' FIN. FLR `Y 8'-0' BRG. HGT. ro 0'-0' FIN. FLR AREA OF ATTIC = 2232 SQ. FT. NET FREE VENTILATION AREA REQUIRED = 11300 REQUIRED VENTILATION AREA = 2232/300 = 7.44 = 1071.% SQ, IN. MIN. REQUIRED VENTILATION IN UPPER = .5 X 1071.36 PORTION OF ATTIC = 535.6B SQ. IN. (BALANCETO BEPROVIDED IN SOFFIT OR EAVE VENTS) OFF RIDGE VENTILATION AREA = 115 SQ, IN. FERVENT TOTAL#OF VENTS REQUIRED = 4.65809 TOTAL#OF VENTS PROVIDED = 5 oO'-O' FIN. FLR '4 I I I I I I LOUVER DETAIL A SCALE: I/2 . I'-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 ww W.a bdesigngroup.I:om AA #: 0003325 F € S c S L'-' -LLL I N x 0 suBDIV. & MT: ABBOTT PARK LOT# 32 BLK. 7 PROJECT* 04181.000-32071 MODELc 3EAB "1504-ALU)C' GARAGE SWING: LEFT PAGE: ELEVATION "C" lIIii160/%PH E . C 1 ELECTRICAL LEGr=ND 5YM50L DEFINITION NOTES --0 125V OUTLET 20 AMP 6N0LE POLE 1U0V OUTLET IIOV OUTLET 0 Cr OUTLET WIEv TO OW04 GFI II®V CUTLET saurm wmwv P m NTCRIPRR (TAMPm POIRSTANT TYPE1 n@ 220V OUTLET MUM CQfEOmCN GFI ouutLEt N7lM•RPAUL•RRM BBTC4 BWTCN 9-U14Y OPER $4 BATCH 4-WAY oPER WALL MOLINTm LIGWIT CEILING LIGHT © LED CLG LIGHT LED VAPOR ©VP Pl%=P LIGHT O VP "Moo- LI/s2r LIGHT OROBS O.4rl eV@IT.rm Iam PER S. Fr. UHLICiNf "LIGHT 117M PB -- VANITT LORT FDR SE BUILDER) FLU IIRaY ® vBCENT (I'ECE98ED1 �� ARM Res 2-SILS Wl4P o ( WETMNTJ AR0O 2-PLUOEAC82T 4' FlA1t21QOCNf p�� Weser 4 AO A 4' TRA= LIGHT PANEL wanMETER OS.D. e10m DETECTORWALL �uE.Ne�wet 8D. OAS B'IOITE�OR %/� C.Apow® 6MME C*15 OE119CfQ! CCl1o0 eATT. odac.ar m hl BE A 016TANCE OF NO - OF NOT LESS TH81 4' FROM LL61.L PIMANT LIGHT 11> NATURAL GAO ounxr ► TMJ094" JAG[ 14 TER WATER TQ.S'.LOI•6�'I1rAL 2 T AIR CQ'mITit2N<NG T DISta1ECM AHV 7" SWEET FE TQEVISIaN JACK ESE FF m N OTO J J-Sox CO VANCE I MARKED AS S Up SOx MAR® AS euTSN FOR INSPECTION (� n CE GFILp2G SOX al= plT® QILNG rdWLgHR OC N AS 0BOX MARKED A• SUCH Tqe >anna 2W NCJF0E6Gd1T LIGHT 6T1e1P n nnnnn 36-24CANDMBCVW LIGHT STRP n(sn�an(an(sn�an�n�an� O 4W NGeIOMC♦ NT LIGHT STMP FLOOD LIGHT 00"A-Oderr IQTPAD PD. MI&4-MnTCN MR CAM RS .--�-+ USE, PORT • LOCATION OF TV JACK& 4 F44" OUTLET6 4 FANG TO BE VERIMED . HOMISOYMR PRE-CCNGTF41MIOI MEETING • ALL 5 4 20 AMP SRNICHI CIRCUITS TO BE AMC FAULT PR7TECTED PER EL=CAL PROVIBICNS OF � 1 NEC 210n 2m1'1 mrrloL 20i P DEDICATED • 20 N'IS DEDIO.OT GIROM WiTCHE • DI . ISLANDNEW (NOT ON KITCHENS O CIC • DISCONNECT TO LOOKOUT N PANEL • ZATILR OME 4A EXNA06T PAN HAVE MIN. CAPACITY OF be a" INT IE S0 CFM1 SNTEIaTITT@rt PE¢ L].ECMRCAL F7iM810NB O SECTION ME 0T3 FSCR TTH EDITION 2 l • LAUNDRY ROOM RECEPTACLE SHNALL BE GROUND FALLT GROAT-INTCRUPTER PROTECTION F'OI• PERSONNEL ON MENDERS • WRING METHOD SHALL BE NON METALLIC CAMLE PER ELECTRICAL PROVISIONS OF rBl7! TTH ®(202mA • ALL WOW TO GTIPLY UM ELECTRICAL PROVISIONS Q THE F'BLR TIN CD (202oA RnvjkTmwLmmAma F_ t-�%T•=•Y fOR••IMAiICN (REwLraesrrlAI E2ER_•Y EJFICFNCYI 2OSE. T111 EDITION RA04J 150 AMP ELECTRICAL R15ER NOT TO SCALE. GENERAL N0T88r A ELECTRICAL MAMMALS AND NSTALLATIONS %HALL COMMY 10714 ELECTRICAL PROVISIONS OF THE POOR TTH EDITION (20201. LOCAL CODES, AND ALL LOCAL POIER COMPANY REW111E1ENTe. B. ALL CONDUCTORS SHALL BE TYPE THR444JN UNLESS NOTED OTHERWBE. GRADE PROVIDE 150 AMP, 120//240 VOLT, I PHASE eECONDARr- ELECTMCAL SERVICE. PROVIDE 3 9 COPPER (CU) N I - IA" DIA BCHNEDIL.E 80 PVC CONDUIT OR PROVIDE 3 4/0 ALUMNUI (AL) IN 2" DIA SC4EDULE 80 PVC CONDUIT UNLESS, SERVICE 18 PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITHI THE ELECTRIC COMPANY PRIOR TO BID. I I LED LIGHTING @ SINGLE LAV. BATH 62 OWN PROVIDE 3-2/0 CO, TWIN . 1% CU N 2' CONDUIT OR 3 4/0 AL, THLLN . Pb CU N 2' CONIXUT OR 2/0 AL. O.E.R. (CONDUIT TO TEFIMNATE ABOVE SOFFIT . OVER/IANGJ COMENATION SERVICE B0 AMP DISCONNECT WATCH AND I70/J40 VOLT H ELECTRIC METER IN I SASE NEMA 3R ENCLOSURE PANEL I60A/JP TRUOM40 E SERVICE CAOLE TELrMIOTN MM44CE SERVRE BRRNNCE EGUIPMBR EamprIENT I IN TERSYBTEJ'1 BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS 1 4 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE FBCR'TTH EDITION (2020). 5/W' DIA X 8 FT LONG COPPER CLAD GIDWD ROD r----- / I LANAI =0 OUTLET FOR4111i'l'— '7�DISHWASHERLIVII�TG�iCEILING MID. ` �FRE-WIRED LIGHT TO BE . CLG FAN INSTALLED,FWDVIDEJ-BOX FOR OFT. PAN I� FTl /,_--__----\\ I — I �L• �L� I I I LED LIGHTING ® DOUBLE LAV. BATH •I O GFI O— GF 7yt I I BEDROOM#I W7.C. I HOOD WIRE UI/ j M-F9 MICRO MROOMM 5 PRE -WIRED H CLG PAW I 1 I F'RE-WIRED 177I41 2 _ 1 CLG FAN PANEL: A PANEL: 42 cn. breaker VOLTAGE: 120/24OV-1 Ph MAIN:150Amp M.L.O. FEEDER 3-#2/0 CU TFWN & 1-#6 Cu (G) in 2" C. OR 3-#410 AL TH WN 8 1-46 Cu (G) in 2" C. wire Pae elp Oescripfipn warm ara,il emit wees wecriptlon eu Pa. vdre #12 1 20 Small Appliance 1500 1 2 8000 Range w 2 AG p12 1 i0 NFcmwaw/Hood 18IXI 3 4 .2 1 M _ Small Appliance 1500 s 6 4500 Waler Heser .— 25 2 W0 — 1 20 ReNgasm 1.AA ] 8 .12 1 20 amg ReaW... AFa 1500 S 10 — aspp GFI m 1 112 #12 1 M Bath GFlRxep.— 1200 11 12 1500 Dishwasher GFl m 1 — p14 1 15 Foyer/Hall 900 13 14 5000 Dryer --- -- ?0 2 mo #14 1 15 Cleat Roam/an. light/Lanai AFCI — 15 18 .14 1 15 IGichm Ug-/Pantry/D AFCI X0 17 18 1500 Washer GFI 20 1 .2 AI4 t 15 Bedp !.—a dry AFCI IX0 1B Ill 1000 GarageDw Opener GFl 20 1 W2 M4 1 1 15 113ed Ki18 R2AFa 900 21 22 1200 IS— I Extalrs U. B R..*. AFCI 20 1 — Space 23 24 900 BM MI SOS AFCI 15 1 C4 Space 25 28 g00 Bed p1/ W.I.C. AFCI 15 1 .14 Sp.. n 2A space Space 29 30 Space S-2 31 w Space Space 33 M Space Space ?e Space Space 37 3B Space pa 2 eo —A-1 M®ter 101NA rt 65% sego 39 41 4D 42 4agB N.C. MCOU-1 ao 1 pa —.A-1. d-- Vera cscaW..I line e34W .1. L®d su-1 [p d--dbdv cacaadm:/line Demand Factor CalcuWions: ABBREVIATIONS: AFa: ARC FAULT CIRCUMI RRUPTER NC: NCNCONOD NTLOAO GFI: GROUNDFAULTNTERRUPTER real Ipaa sugea m aemam eaor 53500 Rm110000-n' s 100% 10000 —mg-4- 174W Tds AA 1°M 1N6 altue 1]40 gresh LOAD CALCULATION IS BASED ON AIC NON -COINCIDENT LOAD Total Cp Lmd Welts Motel Amps (wMs 1240 wltsl tN.d = 121.E General Lighting 8 Receptacle Load Taal A/C Square Fes 150E Geners Us & Rec 3 W / Se. R. 4512 HHiss 19 at 65W/Li M at 100% 1235 CNs# t52c Total- _,_ _ Genem U. a R. P— A 10 575 5747 1 1 �� 1 II G •I11 OFT. REF. '1 M` ° • O \ARAGE LD I G ``DOOR I Fs�jj- I- BATHE GAR• AGE Q H S--(U ICo 5D EMOOK42 5 KEYLESS D. `—� I I WALL MOUNTED FIXTURE I I LOOT W/SWITCH IN I i ATTIC I I I FUME -WIRED I r I I I I CLG FAN I I / I I IRRIGATION I r I I OUTLET • 48' I / I I PANEL AFF. CAI OFT. METER H COAC LIGHT FIELD WEI ELECTRICAL PLAN SCALE: 1/4 . 1'-0' VERIFY LOC. 1 N. RONALD RFAGAN BU LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 w .abdeslgngroup.com AA #: 0003325 a � � E y �l W W E 11 R 9XMDIV. & Idol0-4 ABBOTT PARK LOT# 32 BLK. 7 PROJECT# 04181.000-32071 MODEU 3EAB "1504-ALLEX" GARAGE SWMG: LEFT PAGE: ELECTRICAL PLAN 16DeWH A C I I I I I I I I I I - I— I2'-T • 2'-9'- I I I j i ��'� I I I All ;; ' III • y' ;� ®In I II I I I SINK = I I 1 i- I V• I I E3/ 1 I 1 � 1 1 J ¢ I I — 1 I 3'-0' I s 41'-10'—J 36'x60' I I I IEllI I S� 1 PAN ® I I I I I El El uEa 11'-10' 4'-4' 41'-10' PLUMBING PLAN VTR SAL= 1/4 " -®' CEI' KITCHEN SINK W1 AAV LAV LAV 2' SHWR 2' LAV 3' WC _ 3' y 2' 3' 3' TU6 3, 3 WASHER 3' 3' CO 3' TO MAIN PLUMBING RISER 1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 W W W.abdeslgngroupxom AA 4: 0003325 r V % G ® C W WE SUBDIV. & LOT: ABBOTT PARK LOT# 32 BLK. 7 PROJECT* 04181.000-32071 MODEL 3EAB "1504-ALLEX" GARAGE SWING: LEFT PAGE: PLUMBING PLAN 1 PH IV. C I A�08/14/21CALE: 1/4"=1'-0"IKEBT P1 HVAC NOTES I. ALL MECHANICAL EQUIPMENT ;ALL. BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REGIUMEMENT5. 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 FAB t MASTIC. AND INSTALLED AS PER FBC NTH EDITION (2020) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL ISI GLASS I AIR DUCT AS PER NFPA WA 2-3J 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL. BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC TTH EDITION (2020) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CCNSTIaJCTED IN ACCORDANCE TO FBC TTW EDITION (2020) MECHANICAL CODE 603.1 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC NTH EDITION (2020) MECHANICAL CODE SECTION 403. S. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. S. ALL FIRE RATED CEILINGS AND WALLS SHALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND FBC NTH EDITION (2020) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. IL DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. SCORIATED NICKEL FIN. FLOOR BRONZE FL. PL. OR WALL BRASS PLUG FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 0240-K JOSAM 56000 INSIDE SERIES NICKEL BRASS TOP CAULK P.V.0 OPTI/SPEC I)FLQORSLAB CLEAN -OUT (TYPN COUNTERSUNK CO. PLUG SEE SPEC. FIN. GRADE OR PAVING FITTING OR TIiM=IFir=D O ■ EXTENSION TO SOIL OR WASTE AS I EXT. GROUND CLEAN -OUT (T LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE= SUPPLY TRUNK — BROKEN LINE- RETURN TRUNK 1 BALANCING DAMPER OR OBD O CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR 8 THERMOSTAT I9 PASS-THRU AIR GRILL ATTIC AIR SUPPLY y N AIR » ALL HVAC TO HAVE PROPER PANS W/ DRAINS SECURE STRAP TO CONC. CONDENSER W/ (2)-3/16'X2' TAPCONS UNIT SIMPSON WB ROLL STRAP EXTERIOR WALL OR EQUAL AIR RETURN SUCTION AND LIQUID 4' CONCRETE SLAB SECURE STRAP TO UNIT W/ (2) REFRIGERANT LINES PSXI 1/4' SHT. MTL. SCREWS CONDENSER UNIT �J EXTERIOR WALL CONNECTION TO PAD y 3/4' PVC CONDENSATE DRAM LINE EVAP. TRAY y PVC SLEEVE TO LINES BELOW SLAB T REFRIGERANT LINES TO PLATFORM RETURN CONDENSING UNIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER FBCR -ITH EDITION (2020) MECHANICAL BLDG. CODE SECTION 3012A HVAC DRAINS MECHANICAL PLAN SCALE: V4 - 1'-0' NOTE: MAIN COND. DRAIN 3/4' DIA OVER HEAD s 12' FROM STRUCTURE 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 W ww.abdesigngroupxom AA #: 0003325 r V 14 Fi ti SUHDIV. & IAT: ABBOTT PARK LOT# 32 BLK. 7 PROJECT* 04181.000-32071 MODEL• 3EAB "1504-ALLEX" GARAGE sNING: LEFT PAGE: MECHANICAL PLAN 160 MPH E . C DATE: 06/14/21 scALE: 1/4"=1'-0" sHEET M1 2X4 TOP PLATE F PLAUJ _ PRE-FAB TRJS6 V2' CLG BOARD In' DRYWALL T`)Y SECURE BT. — PLATE TO SLAB W/ Wd MASONRY NAIL • 32' O.G. MAX 0-0. FIN. FLR 2X4 WOOD STUDS -24. o_ SLAB rvV lt: 0I UVD IN PARTITIONS SUPPORTING WALL HUNG FLUM51NG FIXTURES AND WALL CABINETS SHALL 5E NOT LE55 THAN 2x4, WHERE SPACED NOT MORE THAN 16' O.C. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MOIRE THAN 24' O.G. (2)TYP. INT. WALL (NON—BRG.) 21 SCALE. 3/4'•I'-0' FIBERGLASS SPANGLES WITH UNDERLAYMENT AS PER FBCR 905.11. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER I -0 _ TYP. ELEVATIONS O.H. VENTED SOFFIT I f I I 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR - . A• 9/8' GYFSU'T 5 OR 1/2' HIGH STRENGTH CLG. BOARD 3 5/8' OR 5 1/2' DRYWALL 3/8' TOP CHANNEL (25 GA.) 1/2, DRYWALL 3 5/8' OR 5 3/8' METAL STUDS 24' O.G. 20 GA METAL TO BE INSTALLED IN WALLS RECEIVING UPPER/ LOWER 3 5/8. OR 5 CABINETS AND TUB/BHOWER 25 3/8' BOTTOM GA METAL TO BE INSTALLED CHANNEL (25 IN OTHER WALLS. STUDS GAU SECURED TO BE SPACED 16' OC- AT 2ND TO GONG fllWOOD FLOOR WALLS ADJACENT TO FLOOR V 3/4' STAIR IICI 16 AND BATHROOM PAP 4 TO WALLS fill TILE FINISH FL OOR W/ 1/4' WOOD SCREW 5OND BEAM - SOLID GROUT W/ (1)- 45 (2) COURSE 5' DIA SLEEVE, DO NOT CUT DO NOT CUT THE BOND SEAM REEsARS -FINISH FLOOR 1—STORY TYP. INT. WALL 2a PIPE THROUGH BOND BEAM 1A METAL STUDS (NON—BRG.) Di SCALE:3/4'FI'-O' D1 SCALE, 3/4'.I'-V SEE ENERGY CODE FORMS INSULATION R-VALUES R�ERENCE STRUCTURAL PER ELEVATION R-4.1 INSULATION WINDOW ATTACI-IMENT AS PER MANUFACTURES SPECIFICATIONS STRUCTURAL Ix2 P.T. FURRING - STRIPS 24' O.G. 8' CMU 1/2' GYP. ILL. BD. - WOOD BASE n W/ WINDOW OPENING ti FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.U. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT FORT -LAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY m'-0' FIN. FLR ROOF SHEATHING THICKNESS 15 A ENGINEERED PER ASCE -1-16 IN ACCORDANCE WITH F5CR 2020 TTP EDITION, SECTION R301J3 AND 1609.5.1. —,,,-TYP. WALL SECTION NO OPENING NOTE: METHOD TO 5E USED FOR THE r�1—STORY HIP BLOCK WALL INSTALLATION OF ROOF D1 SCALE: 3/4'.1'-0' UNDERLAYMENT IN ACCORDANCE WITH F5CR W5,1.1.1 OF THE F5CR 2020 ITH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM D226 TYPE II OR ASTM D486'5 TYPE III OR TYPE IV UNDERLAYMENT. FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FECR W5.1.1. ROOF SHEATHING THICKNESS AS PER SHEET 5NLSECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SHEATHING THICIGIESS AS PER SHEET SNI. SECURE PER FASTENER SCHEDULE ON SHEET ON] PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COAT- PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR�L 8' CMU 9' Ca" Aw xx ue I p P.c e1.FFK Pole aas L!E ati N' OYl! IL CD. aex:C e.Ae 2B GAS LINE THRU BLOCK lGLi� N'•I'� i-2X4 5FF 24' O.C. MAX — SECURE W/ (2) 12d NAILS • EA END 2x BLOCKING BETWEEN TRUSSES -PER STRUCTURAL DETAILS- STIFFEACK AT ALL UPRI&4 PER STRUCTURAL DETAILS PIE-ENG WD. TRUSS CONY. 2x RAT RUN SECURED F'ERJz STRJGTURAL DETAILS J/ SEE ENERGY CODE FORTS FOR INSULATION R-VALUES PER ELEVATION \ 5/e' GYPSUM BOARD OR 1/2' NIGH STRENGTH CLG. BOARD R-4.1 INSULATION WINDOW ATTACHMENT AS FER MANUFACTURE5 SPECIFICATIONS br2 P.T. FURRING - STRIPS • 24' O.C. 1/2' GYP. ILL. 50.- WOOD BASE — IR' TNICK, 2 COAT - PoRrLAm ce'm1T M AGTER APPIL DIIECTLT W MAOCPW r�ALv. U,5—� eTffL vERr1CAL T UCK p MR er nar. aloe PAD1elJm M TRAPRCDUGT CK w.1 t6 A PPleovx Rea s GARAGE DOOR JAMBS Di SCALE: 11/2'=1'-0' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER F5CR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE \ `MTL. DRIP EDGE 5 2x FASCIA PER Ax. ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SHEET SNI. SECURE PER FASTENER SCHEDULE ON SHEET SNI. F'RE-ENG, GABLE TRIM WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS C.'37! }0'-0' FIN. FLR A J-i ROOF SHEATHING THICKNESS 15 ~ 'ENGINEERED PER ASCE -w6 IN «.ACCORDANCE WITH F5CR 2020 iTH EDITION, SECTION R301.13 AND 1609.5.1. W/ WINDOW OPENING n TYP. WALL SECTION ., NO OPENING NOTE: METHOD TO 5E USED FOR THE 5Q1—STORY GABLE BLOCK WALL INSTALLATION OF ROOF D1 SCALE: 3/4''I'-C' UNDERLAYMENT IN ACCORDANCE WITH F5CR S05.1.1.1 OF THE FSGR 2020 'ITH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM D226 TYPE 11 OR ASTM D486 B TYPE I I I OR TYPE IV UNDERLAYMENT. 1 N. RONALD REAGAN Bl LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 w .abde lgngroupxom AA #: 0003325 w �d q SXMDIV. Z MV- ABBOTT PARK LOT# 32 BLK. 7 PROJECT# 04181.000-32071 MODEIA 3EAB "1504—ALLEX" GARAGE SWING}: LEFT PAGE: DETAILS 16 M C TOPS 2Xb P.T. • CENTER OF DOOR HEADER SECURED UV (V Id' X D' J-BOLT W/ 4' MN. EMBEDMENT W/ 2' X 2' X I/8' WASHER 4 NT OR W/ (2) 1A' X D' ANCHOR BOLTS W/ 4' MN. EMBEDMENT UV 2' X 2' X 1/8' WASHER 4 N t--, ® TO SILK W/ I/4' TAPCONS I Vt' EMBED. 6' OJ:. 4' END GIST. 11/2' EDGE DIST. 2X6 GARAGE DOOR BUCK SECURED W/ (5) 1/J' X 6' J-DOLT OR ANCHOR BOLTS, W/ 4'MR EMBEDMENT, W/ 2' X 2' X Val WASHER 4 NUT. (V WITHIN 6' OF TOP, (V WITHIN e' O° THE 51M, ® (3) EVENLY SPACED. ®1 l®r NOTES: ALL ANCHORS SHALL BE N ACCORDANCE TO MAUFAC1URER'S INSTALLATION INSTRUCTIONS WIEIE SUCH INSTRUCTIONS ARE MORE STRINGENT GARAGE DOOR Gt BUCK ATTACHMENT D2 UIGILJ!, w•.r.a 2X4= IS SEWS TO BLOCK W/ 3/16' TAPCONS MN. SHANK. SIZE J45 MR HEAD SIZE 300 MN. EMBEDMU3YT 1 1/49 UNT14IN V OF EACH END 4 18' Or- MAX SPACING 2X4: I1E SECURE TO BLOCK W 3/16' TAPCONS (MIN. 614ANK SIZE JO MIN. HEAD SIZE AM MN. EMBEDMENT 1 1/4') WITHIN W OF EACH END 4 IB' OL. MAX SPACING. 2X4: IB SECURE TO BLOCK W/ I/4' TAPO" (MIN. SHANK SIZE J48 MR HEAD 61ZE 300 MIN. B-CCIP ENT 1 V49 WITHIN 6' OF EACH END 4 18' Or- MAX SPACNG 2X6e CM 2X6: ® 2X6= SECURE TO BLOCK SECURE TO CLOCK SECURE TO BLOCK WK2) 3AW TAPOONS LIM) 3/16' TAPCONS W/(2) 1/4' TAPCONB (MR (MR SHANK SIZE J45 MIN SHANK SIZE J45 SHANK SIZE J45 MIN. MIN. HEAD SIZE AM MR HEAD SIZE 300 HEAD SIZE 3W MRL e' cm MIN. EMBEDMENT I V4') MIN. EMBEDMENT I V4') EJ 5EDMIBNT 1 V4') WITHIN 8' OF EACH END D' cm WITHIN 8' OF EACH END 8' cm WITHIN S' OF EAC14 END IR' DRYWALL 4 15' OG. MAX WACNG 4 18' OD. MAX SPACING 4 m' OL. MAX SPACING 8' C'O Iwo P.T. OR 5/4'X{• MRI!1' DRYWALL I/J' DRYWALLVJ' DRYWWLL SECURE THRU FRAME 4 I'X4' 2X8: ® 2X& ® 2X8, EXTEND I-V4' INTO P.T. NAILER SECURE TO BLOCK I'X4' SECURE TO BLOCK ❑ 17C4' SECURE TO BLOCK ❑ I'X4' BLOCK UV 9/16' W/(2) 3/W' TAPCONS P.T. NAILER WK2) 3/16' TAPCOHE P.T. NAILER WK2) V4' TAPCONS PT. NAILER TAPCONS DOOR CASING MIN. SHANK SIZE Job 1/16' OAS. X 4' MR (MIN. SHANK SIZE J45 DOOR CASING (MR SHANK SIZE J45 MIN. SHANK SIZE Job MN. HEAD SIZE 300 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 1/16' OAS. X 4' MIN. MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 V4.1 DOOR CASING MIN. EMBEDMENT 1 V4') MR! EMBEDMENT 1 1/4') MK EMBEDMENT 1-1/4' WITHIN W OF EACH END WITHIN V OF EACH END WITHIN D' OF EACH END DOOR CASING WITHIN e' OF EACH END DOOR JAMD OR WINDOW 4 16' OG. MAX 4 b' O.C. MAX / b' O.C. MAX DOOR JAMS OR WINDOW b• OL. MAX SPACING DOOR JAMB OR WINDOW ATTACH TO 2X PER SPACING DOOR JAMD OR WINDOW SPACING. SPACING. MANUFACTURES DETAILS. ATTACH TO 2X PER ATTACH TO 2X PER MANUFACTURES DETAILS. MANUFACTURES DETAILS. MANUFA lU 2X PER MIAiFAGTJREB DETAILS. NOTE: S -HIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4.) DOOR JAMB TO BLOCK +3/4" OR +5/4" AA�IN�DOA TO BLOCK +3/4" OR +5/4" 2X4: IZI SECURE TO BLOCK UV 3AW TAPCONS MRL SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') UT14IN 8' OF EACH END 4 18' OL. MAX SPACING. 2X6= SECURE TO BLOCK WK2) 3/16' TAPCONB (MIN. SWANK SIZE J45 MIN. HEAD SIZE 300 MR EMBEDMENT 1 1/41) WITHIN 8' OF EACH END D, C.1V 4 I8' OL. MAX SPACING. VX DRYWALL 2X& ® El ' SETO BLOCK WS PIT. P.T. NAILER W//2) 3/16' TAPCCNS (MIN. SHANK SIZE J45 DOOR CASING MIN. HEAD SIZE 300 MRMMORDMENT 1 V4') W1HM D' OF EACH END MAX DOOR JAMB OR WINDOW SP'CIN& ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V49 DOOR JAMB TO BLOCK +1 1/2" /1ARiDD1f TO BLOCK +1 1/2" NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +1 15/15" /�1FINDOR TO HLOCK +1 15/18" 2X4< = SECURE TO BLOCK W/ 3AW TAPCONS (MRL SHANK SIZE J45 MIN. HEAD SIZE 300 MN. EMBEDMENT I V49 WITHIN S' OF EAC24 END 18' OL. MAX SPACING. NOTE= STRUCTURAL 2X MUST BE DO; ® ON OUTSIDE 4 6E0l111ED SEGUE TO BLOCK TWROLYaH NON-STRUCTURAL WK2) 3A6' TAPOONS 3/16' TAPCON MIN I-V4' (MSHANK SIZE SHASIZE J45 EMBEDMENT INTO BLOCK MR HEAD Sig 300 MN. EMBEDMENT I V4') WITHIN 8' OF EACH END 8' CMU 4 W OZ. MAX SPACING ❑ 2X& In'DRYWALL SECURE TO BLOCK WK2) 3/16' TAPGCNS P.T. NAILER (MIN. SHANK. SIZE J4S DOOR CASNG MIR HEAD SUE 300 MN. B'®CDMER1T 1 V4'I WITHIN 8' OF EACH BIND 4 IS. OL. MAX SPAr-W— DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB !DO NOT EXCEED 1/4.) DOOR JAMB TO BLOCK +2 1/4" r11IIICD01/ TO BLACK +2 1/4" NOTE: SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V49 DOOR JAMB TO BLOCK +3" n1U TT Ai.lH(:K 44" 2X4= SECURE TO BLOCK W/ 3A6' TAPCONS (MR 614AW SIZE J45 MIN. HEAD SIZE 300 MR EMBEDMENT 1 1/49 WITHIN 8' O° EACH END 4 m' O.C. MAX SPACING NOTE: STRUCTURAL 2X MUST BE 2X6= ® ON OUTSIDE 4 SEWED SEGUE TO BLOCK THROUGH NON-STRUCTURAL UV(21 3/16' TAPCONS 3/16' TAFr..ON MR11-1/4' SHANK SIZE J45 EMBEDMENTINTO BLOCK EMBEDMENTIN. MN. HEAD SIZE 300 MN. EMBEDMENT I 1/49 WITHIN 8. OF EACH Elm D' C 1U 4 ID' OL. MAX SPACING — In'DRYWALL 2X& ® ❑ SECURE TO BLOCK UV(2) 3/I6' TA"CONC lMR SHANK SIZE J45 MN. HEAD SIZE 300 MIN. EMSEDMffiNT I V4') WITHIN 6' OF EACH END 4 W O.C. MAX SPACING NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 VX4' P.T. NAILER DOOR CASING 2ND 2X SECURE TO STRUCTURAL MEMBER W/1212d WITHIN S' OF EACH END 4 6' TO 6' O,C, MAX DOOR JAM 15 OR WIRU7OU ATTACH TO 2X PER MANUFACTURES DETALB. DOOR JAMB TO BLOCK +3" F NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLOCK +3 7/15" 1/IIVDO1► TO BLOCK +3 7/18" 2X4� SEGUE TO BLOCK W/ V4' TAPCONS (MIN. SHANK SIZE J48 MIN. HEAD SIZE 300 MIN. ET IBEDME NT I V4') WITHIN 8' OF EACH END 4 18' OL. MAX SPACING NOTE= STRICIURAL 2X MUST BE 2X6. ® ON OUTSIDE 4 GEWeED GECRE TO BLOCK THROUGH NON-STRUCTURAL WK2) I/4' TAPCONS (MIN. 3AW TAPCON MIN 1-1/4, RK SHASIZE J48 MN. EMBEDMENT INTO BLOCK HEAD SIZE JWC MIN. EMBEDMENT 1 V4') WITHIN 8' O° EACH END D, cm 4 ISOr- MAX SPACING. I/!' DRYWALL 2X& CM X4' SECURE TO BLOCK P.T. NAILER W/(2) VW TAPCONB MIN. SHANK SIZE J45 V P.T. X 4' MR MR HEAD SIZE 3W MIN. EMBEDMENT I V4') DOOR CASING WITHIN S' OF EACH END 4 18' O.C. MAX SPACING DOORJAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, 8NM AS NEEDED TO PLUMB JAM15(00 NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3 3/4" r11/D'IDOW TO BLOCK +3 3/4" 1 N. RONALD REAGAN BLVD. LONGWOOD, FL $2750 PH: 407-774-6078 FAX: 407-7744078 w .abdeslgngroup.00m AA #: 0003325 J � r o W 0 �7 y a>E�scs� spa a �a 9L amv de LOT: ABBOTT PARK LOT# 32 BLK. 7 PROJECT# 04181.000-32071 MODEL• 3EAB "1504—AL1E)(" C;.AJRJ►CSE SWING: LEFT PACE: DETAILS ,16VW 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 12/31/2021 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 13972.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13972.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10456.2 SIMPSON STRUCf. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10441.4 SIMPSON STRUCf. 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 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/22/2023 13904.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 10531.16 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 10531.9 SIMPSON STRUCT. COMP. WOODCONNECTORS 2020 FBCR 12/23/2023 7473.1 EAGLE PRODUCTS ROOFING ROOFTILES 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 17676.10 MI WINDOWS & DOORS SINGLE HUNG - 2020 FBCR 8/28/2022 15332.9 MI WINDOWS & DOORS SU DING GLASS DOOR - 2020 FBCR 12/31/2024 15353.3 MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS 2020 FBCR 12/31/2024 15353.4 MI WINDOWS & DOORS WINDOWS VERTICAL MULLIONS 2020 FBCR 12/31/2024 17869.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2020 FBCR 12/31/2021 5678-115 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 12/31/2039 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 5/21/2028 23955.1 THERMA-TRU EXT. DOORS 6'-8" EXTERIOR DOOR 2020 FBCR 12/31/2021 23955.4 THERMA-TRU EXT. DOORS 8'-O" EXTERIOR DOOR 2020 FBCR 12/31/2021 23956.2 THERMA-TRU EXT. DOORS 6'-8" SWINGING EKT. DOOR W/SIDEUTE 2020 FBCR 12/31/2021 23956.5 THERMA-TRU FXT. DOORS BA" SWINGING EXT. DOOR W/SIDEUTE 2020 FBCR 12/31/2021 23956.4 THERMA-TRU EXT. DOORS 8'-O" SWINGING EXT. DOOR 2020 FBCR 12/31/2021 10759.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2020 FBCR 12/31/2024 15216.1 OWENS CORNING - RHINO U20 ROOFING UNDERLAYMENT 2020 FBCR 12/31/2023 3792.2 LOMANCO, INC. ROOFING ROOF VENTS 2020 FBCR 8/17/2021 10477.1 JAMES HARDIE BOARD ARTISAN 2020 FBCR 12/31/2023 13192.2 JAMES HARDIE BOARD PLANK 2020 FBCR 12/31/2023 13223.2 JAMES HARDIE BOARD PANEL 2020 FBCR 12/31/2023 19901.1 JAMES HARDIE BOARD REVEAL 2020 FBCR 12/31/2023 13265.1 JAMES HARDIE BOARD SOFFIT 2020 FBCR 12/31/2023 30310.2 IKO SHINGLES 30 YEAR 2020 FBCR 12/31/2024 158.1 CASTCRETE STRUCTURAL LINTELS 2020 FBCR 5/21/2022 FL 15272.1 ALSIDE'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 W W W.FLORIDABUILDING.ORG CONTROL DATE: 05/05/2021 1 N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 ww W.abdesigngroupxom AA #: 0003325 C � r m Q 9 0 I A ti WE O a 9tMDIV. & M77. ABBOTT PARK LOT# 32 BLK. 7 PROJECT#F 04181.000-32071 MODEU 3EAB "1504-ALLEX" GARAGE 9WMG: LEFT PAGE: PRODUCT APPROVAL LISTING %16WIDU E PREFORMED CCNTROL JOINT" FLAN GE OF CONTROL JOINTS Td DE WIRED TIED TO LATH a S' Or- MAX(VERTA NQffiL DO NOT FASTEN CONTROL JOINT TO WALL EVEN F STUD EXISTS BEYOND EXGFPr STAPLES W/ V LEG MAY DE USED TO TEMP. SECURE CONTROL JOINT DURING INSTALLATION FASTENERS TO DE SPACED • T' OC. MAX VERTICALLY I 7 i' THICK 3 COAT CEMENT PLASTER UM LAYER'S, FORTIRDER DUILDWG PAPER APPROVED METAL LATH FASTENED el- (vERTA OC. MAX AT eWPPORTB IIRB LAYER -1, STUCCO WRAP UOOD SHEATHING LATH SHALL BE CONTINUOUS THROI1CaH JOINTS 13UT BE 6TOPPED TED AT EACI.1 81DE PER ASTM Cl"3 PROVIDE 'NT PLACED FLATAT MAXAX 66' i0 6' FROM CONTROL JOINT UI-EN NOTE \ CONTROL JOINT FALLS ON L FASTENERS FOR LATH TO BE NAILS OR— i STRUCTURAL STUD STAPLES IN C4271-LIANCE W/ ASTM CW63 2. WIRE TIES TO DE (NO. 16) 00416' WIRE 3. BLOCKING 6HOUN MAY 13E IN =MCN/ \ TO WALL STUDS REQUIRED PER PLAN \ / Off" TYPE CONTROL JOINT OL FQ.D NY41O a R. • O L FQD NYMO . Pr.4 ® 1 cTCASi . Pr. D VLp Fo+Leo, OLIOLD NINIOe ® LFOLD QYWO aR.A Pr. A ZOW-A6E. Pr.D n aaeAee . n. c s clWnee . Pr. c w HOLD R e O.TJe Pr. D TILL Pr.RATCUQlS IL pOrTO'f Ni9E 6 ONO . TT Dorm ILANM DATD. T OHf MAL FOLD, o. teary. NOTE, APPROVED BUILDING WRAP SHALL BE LAPPED A MW111U'T OF 6' a VERTICAL LAPS (ROLL ENDS) C 6' a HORIZONTAL LAPS. ALL SEAMS NEED TO BE TAF+ED WTH FORTIBER SHEATHING TAPE / iR LAr . -11 LATH \ x x X X I LATH VERTICAL LAP TO EE I' n n—rn ' METAL LATH W® LAYER'L STUCCO WRAP 6' NN L.AP OL Y / I W® LATER 9, FORTFIDER \ BUILDING PAPER I 2 APER LAP SCALE, I I!J'PI'-0' I VERTICAL LATH & PAPER DETAIL NOTE, SIDE LAPS OF METAL PLASTER BA6E6 66LALL BE SECURED TO THEY 6HALL DE TIED BETLEEN OURIVOR O WITH 0m4T6-N. (Ul-M1) URE AT INTERVALS NOT MOPE THAN S' (2264-M). AS PER ASTM CI063. ® KICKOUT R"FLREPAIR Or TEARS IN UM LAYERS, TEARS DETAIL MAY DE PATCLD WAIOUSE WOAD TAPE PER MANJF. SPEC, OR PEEL / STICK �M.ml R(aw WRB LAYER 4, POWIMIDER BUILDNG PA lmat m ONLY) wo LAYER'), $TUCcOuwPnw vaaYl l.l. :"S `d x�',{.e� O.'pe tMLN6 RMtlC. TGr Rwl OR KrL 141' wlimla I Ube Dai. 1LA6eVG D RIOc-cur 0.Adi (WE �x D6TA&J \ B m �p NDIE. NerALL )CIO 011t enaLE IeDOFNe 6' R�d/4etl AM DORQ1 O ROO . DRP @0F OYDLAP 3•. i' THICK, 3 COAT CEMENT PLASTER METAL LATH WRD LAYER 7. FORrFIDER BUILDING PAPER MEATNWG WOOD $TUC $LATHING STUCCO HORIZONTAL LATH & PAPER DETAIL INSTALL FASTENERS (CUPS: STRAPS, STAPLES) AS REQUIRED TO SECURE PIPE/ WIRE TO FRAMN6 IIRD LAYER'7, STUCCO UItAP W® LAYER 4, FORTIPIDER OUILDMG PAPER METAL LATH WxV eFiLF-ADNERIN3 MEPBRAE FLASHING OVER 4'A4' SELF -ADHERING MEMR44E FLASHING OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE 4W' SELF-ADHERNG MEMORAiE FLASHING OVER APPROVED HCUBE MAP. FLASHING TO EXTEND ONTO PIPE W CONT. DEAD OF SEALANT INSTALL APPROVED HOUSE~ AIR INFILTRATION BARRIER OVER SHEATHING ELASTOMERIC COATING OVER 6TOCCO/ C.V. FINISH (SEE TYP WALL SECTION) SECTION PER SECTION �IR�O�IO�tl Exterior use fpmtlcement plaster seas —ply rvah thia. p 6bin rquiremntsPASMC926-18D. Installation of exterior lathing and haming shad comply wan ASTM C 10 1g .' ASTM 1787. 1' OR LESS PIPE PENETRATION CUT AND OVERLAP ONE SIDE OF— SELF -ADHERING MEMBRANE FLAS4 STEP 01 WOOD SHEATHING OR CMu WR6 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 ROOFAUALL SCREED Z 5'X5' 'L' TYPE CONTINUOUS L GALV. METAL FLASHING z (NAIL TO ROOF DECK NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.T.s. 4• LEGEND I DRAINAGE PLANE (WRB LAYER *1, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER —' —' —'— BUILDING PAPER) METAL LATH x—x—x—x STUCCO771 WOOD OR 1/Irog ZIP WALL SHEATHING 5ELF-ADHE5IVE FLASHING — — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R-1031.1 / ASTM G-841-14a, MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 r G rar ® C C SLTBDIV. & M71 ABBOTT PARK LOT# 32 BLK. 7 PROJECT# 04181.000-32071 MODELS 3EAB "1504-ALLEX" GARAGE SV7NG: LEFT PAGE: WALL ASSEMBLY DETAI 1 H C 1 INSTALL 6' SELF -ADHERING. MEMBRANE FLASHING OVER TOP, SIDE(S) AND BOTTOM RANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FLASHING TO BE: I. 5OTTCM. 2. SIDES. 3. TOP VENT CAP IS TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT 16 TO BE TOOLED &O AS TO DEFLECT r WATER AWAY FROM JOINTS. X' E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL i JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF BACKER ROD NON -MOVABLE FRAME AND STUCCO ON ALL SIDES. Y4 CAULKING • JOINT I I ALL AROUND I I PER SECTION RM&T I I E9doft w11NYq aw phww Ta 5A0MR ROD I I Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 926-18b. 1 Installation of exterior lathing and framing shall comply with ASTM C 1063-19a, ' or ASTM 1787. LL11RD LAYER -1, ' ;��. STUCCO WRAP I .:... HOODED VENT i' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 4, FORTIFOER BUILDING. PAPER WOOD SHEATHING DRYER VENT (FRAME) WOOD SHEATHING 4M LAYER -1, STUCCO WRAP URB LAYER -1, FORTIFIBER BUILDING PAPER WOOD — CCNSTUCTICN U,V `STAL LATH S' CMVINYL CASING BEAD 6' RAISED BAND _ . .- TON MID -WALL 6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONMr BEFORE APPLYING Z FLASHING STONE VENEER OVER SCRATCH COAT HORIZONTAL WEEP SCREED W/STONE VENEER (FRAME TO BLOCKI LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — - — - — - — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 7/Iro' ZIP WALL SPEATPINC. SELF-ADHESIVE FLA5PING — — — — NOTE - METAL LATH: LATI-I TO BE PER SECTION R-103.7.1 / ASTM C-84-1-14a, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) ELEC. METEI VERIFY LC FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES DRYER SET IN ANT) S 6B DRYER VENT (BLOCK) WOOD CONSTRUCTION WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIF15ER BUILDING PAPER THICK, 3 COAT CEMENT %' TO Ye' MID -WALL WEEP SCREED 6' SELF-ADHESIVE FLASHING BUILDING PAPER WOOD FRAMED OVER 'QUICK � FLASH' F— — — — WALL HORIZONTAL WEEP SCREED PIPE7HIRWALL WALL / (FRAME TO FRAME) 6' &ELF ADHESIVE — FLASHING (INSTALL PER MANOR SPECS.) BUILDING PAPER UNDER 'QUICK FLASH' rA--�VENT PENETRATION &GALE: N.T S. STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION I ELEC. METER FIELD VERIFY LOCATION APPLY STUCCO SCRATCH COAT AND ONE (U LAYER OF PAINT PRIOR TO INSTALLING. ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM )R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES 7,O SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER 01, STUCCO WRAP WOOD SHEA HOUSEWRAP BELOW CUT SUCH THAT NO MEMBRANE ENTERS BOX, APPLY TO FACE EDGE APPLY E-Z BEAD OVER 60 MIN GRADE 'D, FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS WOOD SHEATHING LAYER �, STUCCO WRAP LAYER -2, FORTIFIBER BUILDING PAPER METAL LATH WOOD 1/6' TEXTURED CONSTRICTION FINISH • WOOD FASTEN TO WOOD STRUCTURAL MEMBER • T' OG. MAX e' crlu V TO 1P MID -WALL WEEP SCREED 4- Fj��-4 6' WIDE STRIP SELF AI7FE0IVE FLASHING, CLEAN MASONRY BEFORE APPLYING rEXrUMW FINISH . MASONRY HORIZONTAL WEEP SCREED (FRAME TO BLOCK) 6' WRB LAYER 01, STUCCO WRAP GUT 'X' INTO :.:::T :ice>iz;: SELF -ADHERING 's?' Sz?::?; VP MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER 9 STEP #1 STEP #2 STEP #5 STEP #6 OELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.a bdeslgngroup.com AA #: 0003325 cwccc h � s 0 a 9 1 C e LN I I 11.1 9UHDIV. & IAT: ABBOTT PARK LOT# 32 BLK. 7 PROJECT* 04181.000-32071 MODEIz 3EAB "1504-ALLEX" CGARAGE SHINS: LEFT PAGE: WALL ASSEMBLY DETAILS %160 MPH E^ C l WOOD SHEATHIN WOOD CONSTRUCTION -Y♦' HAT C 4A NEL ' TYPE 'X' DRYWALL WOOD SHEATHIING WRB LAYER -1, STUCCO WRAP THICK 3 COAT CEMENT PLASTER I 043 LAYER'I,� ( STUCCO WRAP Nv AMICO AM66-WFLLC-I G19TOM CASING BEAD WRB LAYER'(, STUCCO WRAP WR® LAYER -2, FORTIPMER BUILDING PAPER a' THICK 3 COAT CEMENT PLASTER 6' SAF. - TOP OF WEEP SCREED TO SHEATHING BEHIND WEEP 61-REED &'SELF-ADHEREING FLASHING WRAPPED • TOP OF WEEP SCREED TO 844EATHING BELOW \� WRB LAYER'(, STUCCO WRAP WRB LAYER ►2, FORTIP15ER m BUILDING PAPER I 6' SELF-ADHEREING PLASHING W2,4PPED • CORNER OF CANTILEVER NO GAP M FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CASING BEAD 10A DTL. ® CANT. SCALE= I V2'•I'-(d' NOTE - METAL LATH: LATH TO BE PER SECTION R103.1.1 / A5TM C-84-1-14a, MIN. 2B L55. PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WOOD CONSTRUCTION WEATHER RESISTIVE BARRIER M HAT CHSILIENT ANNEL � WEATHER RESISTIVE BARRIER 4 TWIM PLASTER3 COAT CEMENT 5/5' TYPE 'X' DRYWALL \ `METAL LATH LLVTEXTURED !PAINTED WOOD SHEATHING FINISH THICK 3 COAT CEMENT (2) 2x12 HEADER PLASTER (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 11D DRIP EDGE INSTALLATION WOOD GONSTRUCITON LLEATHER RESISTIVE BARRIER'( WEATHER RESISTIVE BARRIER 4 VINYL CASING BEAD i' THICK 3 COAT DEMENT PLASTER 5/5' TYPE •X' DRYWALL METAL LATH W/TEXTURED < PANTED WOOD SHEATHING FINISH k THICK 3 COAT CEMENT HEADERAMAM PLASTER VINYL GORIER BEAD VINYL CORP. 4' POSITIVE DRAM VINYL CASING BEAD U1FCP Arocpn NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF: SEPARATE ACCESSORIES ONLY) &D-RIP EDGE INSTALLATION EXr. WOOD FRAMED WALL SUB -FLOOR DECKING PRE-ENG'D TRIES i' THICK 3 COAT PLASTER METAL LATH— UIOOD SWFAT14M L No cA IF IdL�EMFFL (SHOW FOR CLARrICATION Cr SEPARATE ACCE550RIES ONLY) COLUMN SHEATHING LLEATHER RESISTIVE °'• BARRIER 01 LLEATHER RESISTIVE BARRIER 4 6' SAF. \ �Q PEEL 4 STINK I Ya'x3' 'L' FLASHING FULLY EMBEDDED IN ROOF CEMENT IV X 3' 26 GA GALV. METAL DRIP EDGE Y4'GAP FOR BACKER SET IN FULL BED OF EXTERIOR GRADE ROD 4 SEALANT SEALANT, K' MM. DRY WALL t SPACE FROM DRIP FACE TO TREX WEATHER RESISTIVE I' THICK 3 COAT CEMENT VINYL CASING BEAD ; BARRIER -1 'LATTER RESISTIVE ' VINYL CASING BEAD WATER PROCFNG Het +F BARRIER BARRIER '2 LAYER (2 LAYER PEEL 4 STICK) EXTERIOR COLUMN COLUMM SFEATHW.G LEGEND ...��,.a.w,. \ 0 CANTILEVER DRIP EDGE FINISH LAYER (2 LAYER 3' X 3. 26 GA GALV. METAL DRIP EDGE PEEL A STICK) SET M FULL BED OF W PEEL . SEALANT, K' MIN. STICK • DRIP SPACE FR M DRIP EDGE TO FACE TO TREX DECK V GAP FOR BACKER I VP.T. OR SIMULATED ROD a SEALANT WOOD (TREX) FILLER CONTINUOUS VINYL EASING BEAD WATER PROOFING bt WEATHER RESISTIVE LAYER (2 LAYER FEEL / WARIER 9 STICK) WRAPPED FROM WEATHER RESISTIVE BALCONY DECK TO BARREN -2 CANTILEVER 6' PEEL a STICK • DECK MEMBRANE, DRIP EDGE TO DECK EXTEND OVER DRIP xIB FLooR EDGE ®® 3' X 3' 26 GA GALV. METAL DRIP EDGE BET IN FULL BED OF I Ji'XI 3s' P.T. OR SIMWATE SEALANT, K' MM. UI0.7D TTREX) FILLER SPACE FROM DRIP CZNTNUOUS FACE TO TREX Ys' GAP FOR BACKE VINYL CASING BEAD ROD a SEALANT WATER PROOFING let FINISH LATER (2 LATER LAYER (2 LAYER PEEL e FEEL 4 STICK) STICK) WRAPPED FROM 3/4 RESILIENT BALCONY DECK TO HAT CHANNEL CANTILEVER VINYL CASING BEAD J' THICK 3 COAT CEMENT PLASTER METAL LATH 5A3' TYPE 'X' DRYWALL WOOD SHEATHING W/TEXTURED a PANTED WEATHER RESISTIVE FINISH BARRIER 'I WEATHERRESISTIVE J' THICK 3 COAT CEMENT 15R -2 PLASTER VINYL C 44NM BEAD PAOSII DRAIN ie:m nr:,gcn --- - -- VINYL CASING BEAD NO GAP IN FIELD (SHOWN FOR CtARSCATICN OF SEPARATE ACCF-ASORIES ONLY) BALCONY DRIP 11 EDGE INSTALLATION < STICK 6' SAP. \FEEL I J(�'x3 VFLASHNG DRAINAGE PLANE (WRB SUB FLOOR �® FULLY EMBEDDED IN ROOF CST I V X 3' 26 GA GAL V. METAL DRIP EDGE SET IN FULL BED OF SEALANT, h' MIN. LAYER *1, STUCCO WRAP) WRB LAYER #2 (FORTIFIBER ------ BUILDINGS PAPER) I NXI Jr P.T. OR SIMULATED WOOD (P)FILLER CONTINUOUS SPACE FROM DRIP Yi GAP FOR SEALANT FACE TO TREX VINYL CASING BEAD METAL LATH X—X—X—X OFT. BACKER ROD. WATER PROOFING let MODIFIED w LAYER (2 LAYER PEEL 4 STUCCO - 3/4 RESILIENT HAT CHANNEL STICK) WRAPPED FROM BALCONY DECK 70 VII,11-L CASING BEAD CANTILEVER }' THICK 3 COAT CEMENT PLASTER 1,000D OR 7/I�o' ZIP WALL SHE ATH INGx 5/5' TYPE 'X' DRYWALL METAL LATH (RED a PANTED ; WOOD SHEATHING SELF-ADHESIVE FLASHINGx — — — — — FINISH FINISH ;• THICK 3 COAT CEMENT 4' POSITIVE DRAM (JEEP SCREED PLASTER VINYL GORIER BEAD / (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11C EDGE INSTALLATION ® COLUMN (W/"L" FLASHING) SCALE: NITS WOOD SHEATHING 2. FRAMING MEMBER J' THICr, 3 COAT CEMENT PLASTER 2 1/2, rrswHeR wEen FASTENED TO SHEATHING .t • T O.C. MAX WR5 LATER 9, STUCCO WRAP WOOD SHEATHING METAL LATH WRB LAYER -2. FORTIFIBER BUILDING PAPER 1�CORNER BEAD ® FRAME 1TA zk CORNER BEAD (FASTENER . SPACING o l' O.G.) N N CMU 1/2' THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 14B CORNER BEAD OP BLOCK WRB LAYER el, STUCCO WRAP WRB LAYER 02, FORTIF15ER BUILDING PAPER METAL LATH a' THICK, 3 COAT CEMENT PLASTER 6'5ELF-ADHERING FLASHING DRIP CAP WINDOW FLANGE S7 WRS LAYE BUILDING METAL LA i• THICK, PLASTER &'SELF-1 FLASHING DRIP CL WINDOW 15B CASING BEAD @) WINDOW (FRAME, NO BAND) SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER METAL LATH d' THICK, 3 COAT CEMENT (EXPLODED )VIEW FOR PLASTER CLARITY) 1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 w .abdesIgngroup.00m AA #: 0003325 E aq'$a1'slse� � ��Q} I i�p y LL Lu 0K W x O z [ABBOTT DIY. de I.OT: PARK LOT# 32 BLK. 7 JECT* 81.000-32071 ELs 3EAB 04-AUEX" AGE SIRING: LEFT E: WALL SEMBLY ETAI MPH EJPA J ND A AR N SCRIM: 1/4-=1'-0" SHEET WA3 I - WOOD SHEATHING WRB LATER "I, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER METAL LATH J' THICK 3 COAT CEMENT PLASTER 6'5ELF-ADHERING FLASHING VINYL ANGLED CASING BEAD DRIP CAP — WINDOW FLANGE WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER •. r \ METAL LATH _mXPLODED J' THICK, 3 COAT CEMENT VIEW FOR PLASTER CLARITY) WRB LAYER "I, — STUCCO WRAP VINYL ANGLED U1R 5 LAYER "2, FC BUILDING PAPER METAL LATH — THICK 3 COAT PLASTER 6'5ELF-ADHER FLASHING — DRIP CAP — WINDOW FLANG_ CASING BEAD @ WINDOW 15 C � FRAME, W/BAND) METAL LATH WRB LAYER M, STUCCO WRAP WOOD SHEATHING WIRE, LAYER 02, FORTIFIBER BUILDING PAPER i WRB LAYER 01, THICK 3 COAT CEMENT STUCCO WRAP PLASTER WRB LAYER 02, FORTIF15ER VINYL ANGLED BUILDING PAPER co Ic �3��Ks° METAL LATH VINYL C�I��� i i� THICK, 3 COAT CEMENT (EXPLODED VIEW FOR PLASTER CLARITY) CASING BEAD ® RAISED @K��e BAND (FRAMECALE: Yi GAP TYP CASING BEAD TO TRIM IX TRIM MEMBER m STUCCO TO SIDING TRANSITION SIDING i. a ILRB LAYER M, STUCCO WRAP i' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER "3, FORTRBER BUILDING PAPER UIOOD SHEATHING WRB LATER 'I, STUCCO WRAP \-- CASING BEAD 6' SELF-ADHEREING FLASHING OR PEEL t STICK SIDING TO STUCCO i�-- CASING BEAD (CROSS SECTION) UIOOD BHEATHMG----,, WEATFER RESISTIVE MARKER UEATFER IESISTVE BARRIER 9 bl?' IY SIDING-" 6' aELF-ADHERING FLA6HMG STARTER STRIP Lyme xD 6' GEL DDIIERMG FLAW �WEAt44ER RE618nV£ BARRIER N DARRIBARI ER RE818TIVE SR 4 �j 6' 0ELF-AD44ERNG FLA8HMG GAI.v'D METAL 'Z' FLABHNG WAL GAP Ur-AULKW. 4_iVl�6B.S�QR!Ci SIDING TO STUCCO ® BLOCK TO FRAME 9 TRANSITION NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-14a, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WOOD C"TR1C?ION BEYOND WOOD SHEATWNG.— U,EAT -WR RE816TIVE- BARRIER 9 UEATHER RE616TIVE - CA MER 4 4L' x 7���LAP GIOM UW •SELF-A7FERNG - FLASHMG OTARTER STRIP I X � (UMV FLEXIBLE PVC DA( ER FWD) 6' 6ELF-AD4lRNG FLABHMG UEATWER 5AIRFIER WEATFER BARRIER ADHERING RMH�NG WEATFER FESISTIVE BARRIERgq TOTO TLAP OP / \ / Cr'T FLAaHNG I 3 tMAT/ REDIDTIVE 1 \ � MR CAME DAIRUIR'I WEATHER RE616TIVE \ / \I \ \ METAL AFL. 9 UEAT ER RESISTIVE BARRIER 9 TO LAP - W MIL A50VE TOP OF 'Z' R Ad4NG MATFER IE618TIV£ BARBER q E-Z BEAD VMYL G4 (WAV FLEX15LE PVC^ BALKER ROD) SIDING TO STUCCO `WEAn4ERIUE81a-r— BARRIER 9 ® FRAME TO FRAME �� TRANSITION LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER "2 (FORTIF15ER BUILDING PAPER) METAL LATH STUCCO WOOD OR -1/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING SEALANT WINDOW FRAME x—x—x—x 0 THICK, 3 COAT CEMENT PLASTER METAL LATH _ WRB LAYER "2, FORTIF15ER BUILDING PAPER E-Z BEAD VINYL CASING (W/3/a' FLEXIBLE PVC BACKER ROD) WRLAYER'), STUCCO WRAP, WRAPPED AROUND FRAMING MEMBER Co'ol SELF ADHESIVE FLASHING 2X FRAMING WOOD SHEATHING MEMBER DETAIL BELOW EXPLODED FOR CLARITY ' Y4' GAP TYP' THICK, 3 COAT CEMENT CASING BEAD PLASTER SEALANTS TO WINDOW METAL LATH WINDOW FRAME WRB LAYER 02, FORTIF15ER BUILDING PAPER WOOD SHEATHING ' _ I i i I WRB LAYER 01, I STUCCO WRAP 6' WIDE PEEL a STICK OVER FLANGE WINDOW FLANGE ' I E-Z BEAD VINYL CASING i 2X FRAMING (W/-b' FLEXIBLE PVC BACKER ROD) MEMBER .APPLY FULL BED OF SEALANT BETWEEN FLANGE 4 BUILDING WRAP BUILDING WRAP ��EZ BEAD WINDOW CASING IN 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 W w W.a bd e.igngroupxom AA N: 0003325 04 9UBDIV. as LOT. ABBOTT PARK LOT# 32 BLK. 7 PROJECT!j4 04181.000-32071 B[ODEIe 3EAB "1504-ALLEX" GARAGE 9TIMG: LEFT PAC3E: WALL ASSEMBLY DEZAILS 160 14N E C 9UBDIV. as LOT. ABBOTT PARK LOT# 32 BLK. 7 PROJECT!j4 04181.000-32071 B[ODEIe 3EAB "1504-ALLEX" GARAGE 9TIMG: LEFT PAC3E: WALL ASSEMBLY DEZAILS 160 14N E C Aw G1-ua CP3EE SHOULD BEPI TAKEN IN LEERING THE VENT PROPERLY P', S 1LIGN 10' gED. VEIN PIPE IS SEALED IF UTILIZED NAIL IN RACE SHOWN IN 9"GALVANIZED USING O BE NAILS AT EACH CORNER. ROOFING CEMENT SHOULD eE APPLIED O ALL SHINGLE EDGES NEPR THE PI OI TI011 OIffER MEND AND AROUND THE EMIRS PERIMETER AS GUT OUTTHEGOO HEOPE VEG INAGGNG INTHERCOF RECOMMENDEDINSEVERE WEATHER COASTAL SHEATHING. SIZE THEOPENINGINAGCORDANCEWITHTHE CONSTRUCTION ZQVES. CHART SHOWN. IN THE EVEM A MECHANICAL VENT FAN IS USED, SIZE THE VEIN OPENING IN ACCORDANCE WNH VENT FAN MANUFACTURE'S PIPING CONNECTION INSTRUCTIONS. T CUT I WO TRUSSES OR RAFTERS WHEN CUTTING THE OPENING IN THE ROOF. RREEMwOOVVE INTERFERING SHINGLE NAILS ARCUFD THE PERIMETER OF THE OPENING SO THAT THE NAILING RPNGF OFTHE VENTLAYS FLAT TO THE ROOF SHEATHING. SLIDE SHE ANU SIDE FLANGES OF THE VEIN UP ANO UI�ER INGLES. THESHIFGLES. BOTTOM VENT FLANGES TO LAY ON E o� THE TOP OFTHESHINGLES. IF -fly ROOF HOOD VENT DETAIL mFFnRAIRLY N OUT N� HOPE (OR HOUXFLRAP NID -- 7UIX FLAP IINDER/ _ 8' AM AT AS' ANC�E K ElAD MODNFD 11• CUT I T• N HOUEEWRAPAP * _ LNE aX WINDOW I I OF%NNG FOLD HOu-DWRAP I N AT JAI'SSS ( GILL \ I \ - APPROVED NOUeLVIRAP OVVR GESATEIM OYHR WD STUD WALL SLOPE GILL Ro. To EXTmoR STEP 1 STEP 2 INSTALL i' GELP-ADW0043 PLABHNI OVER VNYL HEAD --- FLAGHNG (WITH END DAMS) NAILING FLANGE EXIEED SELF -ACHE AT � �r R-ASEIM I- MN DEYCND JAMS PLAdING "TALL VINYL DRIP CAP I- CrWallV -ILL OLL TEN I' FLEXIBLE FLAGHNG DO NOT SEAL V 0TTCM FIN STEP 6 ALWN FLAGENNC W/ INr, EDGE of GILL RO. reC34ANIcxLY FASTEN FAMED EDGES.(CAP NAUA, STARES) INSTALL DIFGNT FLE)SWGAP " h PLASEIM AT TEE FOLD wousa "IR DOWN I TIMM DIAGONAL a f L ACROSS EMAD ar wr0w PLUMBING VENT DETAILS NSTALL •' WIDE ADEESIYH - SACKEP FLEXIBLE FLASHING MATERAL OVER DRIP CAP JOINT rRRDIEGTo_~ 01-20XL a EOV) STEP 7 `("6l�l STEP 8 _44® WINDOW FLASHING INSTALLATION DETAILS 12 (FULL WRAP) SCALE: NTS 36 WIDE VALLEY FLASHING — OR HEAVIER FELT UNDERIATMEM ASP - ROOFING 5—CENTERLINE ,,—EXTRA FN LF IN ErOCF SHI SHINCIE �XT L=- EN12 U SHINGLE AT LE y GEN ERLINE VALLEY CEMERLINE —"CLIPPEDOFF COEGREES 1-INGLES TRIM MED 3" eACN FROM VALLEY CENTRLIHE ROOF VALLEY DETAIL ec-ALE, APPLY 08I EOU (O ECEIAL) SEALANT 4 FLWD APpLED I'LAGHNG (LANCO PAM-SEAL RC -SS OR EGU LA SLOPE SILL To EX mcm L M IS TEE CONTACTORS REGPCNSIDI-TY To WRFY TEE COMPAVISILITY OF ALL PRODUCTS, N0.UDING HOME~, IEALANTS, I GELF-ADEERM FLASHING MATERIALS USED SWIRLING CONSTRICf10N 2, "TALL ALL MATERIALS PER MANFACTUMM WRITTEN BPECFICATIONS ULAMM, SEALANTS MAY REACT ADVERSELY IF NOT COMPATIBLE. NOTE, CLEAN AND SEAL JAMS TO SILL JOINTS, WITH DOW 1199 FOLLOWING COMPLETION OF EXTERIOR RETROFIT WORD REPAIR SCHEME SHOWN SHALL EE IMPLEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER INTRUSION BELOW THE WINDOW OPENING SEAL INTERIOR PERIMETER OF WINDOW WITH SEALANT 1,27- J Nam, L IT 16 THE OOMACroRS R O-MISIBILTY TO VERFY TIE CON'PATINI-MY OF ALL PRODUCTS NCLUDNO SEALANTS A GELF-ADWEISNS RASWNG MATERIALS USED DURING CONSTRICTION 2. FLASHING AT EXTEROR UI'DOM AND DOOR OPENINGS SHALL BE "TALLER N ACCORDANCE WITH MANFACTIRER'S "TALLATION NSTRICTICNS AND APPROYW METHOD u OF FDC R103.E IJ N ACCORDANCE WITH FENESTRATION MANFACTWER'S "TALLATION AND FLASHING "TRDTIONS- YLMMIML 5E4-AMS MAY IQACT ADVERSIRLY F NOT COI"TATOLE. WALL FLASHING INSTALLATION DETAIL (MASONRY) SCALE. NTS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7746078 FAX: 407-7744078 W ww.abdesigngroupxom AA #: OD03325 W S 4 S c4 a & 8 SUHDIV. & I UT: ABBOTT PARK LOT# 32 BLK. 7 PROJECT* 04181.000-32071 MODRIA 3EAB "1504—ALLE)C" GARAGE S'•IING,. LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH C -2x6 SUB-BANp W/I'x4' NOTCH tv END, WRAPPED IN PEEL 4 STICK EDGE -1/5' TEXTURED FINISH a WOOD 1/2' TEXTURED FINISH e CMU METAL FASCIA WRAP Ye' FROM STUCCO, I' FRO WOOD WALL METAL FASCIA WRAP M 1\ I\ I\ I \\ 2X& SUB BNJD I \ sr1 ©FLAN 8 \ \ \� EXTERIOR WALL moo\ \ (FRAME OR CMU) \\\ NOTE: NOTCH FOR 2Xfo \\ SUB BAND ONLY \\ I ®ELEVATION ©PLAN A 1/6' TEXTURED FINISH • WOOD, L12' TEXTURED FINISH • cm METAL LATH i WOOD SHEATHING OR cTR) WRB LAYER h, STUCCO WRAP(FRAME ONLY) WRB LAYER 02, FORTIP15ER BUILDNG PAPER \ (FRAME ONLY) \ \ \ \ \ ROOF KICK OUT REMOVED \\ FOR CLARITY ROOF DECK (BEYOND) \\\ \ `\ DRIP EDGE, I' OFF WALL NOT INTO STUCCO) �1/8' TEXTURED FINISH s WOOD, 1/2' TEXTURED FINISH a CMU 2.9, SUB -BAND W/I'x4' NOTCH a END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL EDGE . KICK OUT PRE-ENG'D TRUSS TO BE CUT g WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-O' SCABBED TO TRUSS W/12d NAILS ro'-V O.G. MAX. 2x SUB-BANp WM'x4' NOTCH m END AL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) x x x x - x x x x x x x x x x x x x x x x x x x x x x � x x x x x x x Y 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 FRAME OR CMU /xxxx x x X x X X x x x x FELT PAPER x x x x x x x x x x x x x x x x x x DRIP EDGE x x x x x x x x " (REFERENCE POINT x x x X x ONLY FOR WALL OFF x SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF .. zi DRIP EDGE 2x SUB -BAND W/1k'x4' NOTCH m END, WRAPPED IN PEEL 4 STICK ROOF CEMENT m ROOF EDGE OMITTED FOR CLARITY SUB BAND DETAIL ® WALL 3• x a. x x x`• x x x x x x x x x x x x x x x x L x x x x x x x x x x x x FRAME OR CMU x x x x x x x x x x x x x x x x x x x x x x x x x x _ .' WALL KICK -OUT FLASHING x x x X x X x x x x x x x x x x x x x x x FELT PAPER x x x x x x x x x x DRIP EDGE x x x x x x x x (REFERENCE POINT x x x x x ONLY. FOR WALL OFF x SET OF COMPONENTS) 1 METAL FLASHING, WRAPPED I MIN. Y4' ABOVE BOTTOM OF r: DRIP EDGE y 2x SUB -BAND W/%'x4' NOTCH s END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT m ROOF EDGE OMITTED FOR SUB BAND DETAIL ® WALL CLARITY W/KICK— OUT 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 ww W.abde.lgngroupxom ` AA#: 0003325 y y 3 � rar sxmx)rv. Z MT: ABBOTT PARK LOT# 32 BLK. 7 PliOJEOT# 04181.000-32071 MODELe 3EAB "1504—ALLEX" GAIRAGE 8TrMG: LEFT PAGE: WALL ASSEMBLY DETAILS %160 MPH A. C N ILE DATE: 06 DAT3 ` 21 /14 / scAL.E: 1/4"=1'-0" B =ET Vd A6 FOUNDATION NOTES SLAB SCHEDULE SLAB THICKNESS I REINF. I REMARKS 6x6 W1.4xW1.4 OVER GENERAL 31/T' 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS, SAME SIZE QUANBAAROO0"LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG TEA 8" SEE PLAN SI - (1)#5's _ (-)0'4" TE-2 12" SEE PLAN 10" - (2)#5's FM-12x18 12" CONTINUOUS 18" - (2)#5's _ (+)O"-U' FMC-12x18 12" CONTINUOUS 18" - (2)#5's VARIES F7-24x24 24" 24" 12" (7)#5% 12)#5s -0'-4" 70'-0" 6'-0" 51'-0" 6'-8" 6'-4" 4'-8" - 14'-4" ., 18'-4" „ 18'-4" 5'-4" 1'-4" FM-12X18 FM-12X18 EXTEND mI 31l2" SLAB 1 1/2" I .- SLOPE 1/.. _ ? io 4 xI LL PER 31/2" IN TY Op OF LL L SLAB Y ------ X ILL SLAB FM-12X18 v_ - 44'-10" LL I 4" CONC. SLAB TE2 --J 3 i SLEE 1. 8r" IZF 0�OP OF TT FMC-12X78 112 SLAB��5 W 4 I •� — 4" PVC CHASE —,,,,,I FM-12X18 1 SLOPE 2" 1 1A ,' �I NI - w 0I I SIN. 1A 4 T-6" I -,- I 1.1 .1 2 SLAB F FM-12X18 FMC=12X18 - 4" CONC.J SLAB TYP. U.N.O. FOUNDATION PLAN SCALE: 1/4 = V-0" 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 WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.01NDICATES #5 BAR, MINDICATES #6 BAR,MINDICATES #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 TMS 402/602-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 402/602-16, 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 13 OF SLAB SUPPORTED0 T-" O/C MAX. SEE PLAN FOR WVVM SIZE. INSPECTOR NOTE: I. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 7th EDITION 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 w .abdesigngroupxom AA #: 0003325 W S r W Susmv. & T.OT: ABBOTT PARK LOT# 32 BLK. 7 PROJECT* 04181.000-32071 MODEL- 3EAB "1504-ALLEX" GARAGE SWING: LEFT PAGE: FOUNDATION PLAN %160 PH C 30' MIN. EACH WAY MONOLITHIC FOOTING STEEL REINFORCING IN GROUTED i_ STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND CELL SEE PLAN FOR SIZE AND v •- •'. oa SPACING REQUIREMENTS o SPACING REQUIREMENTS t �' ",•� • v� •.. GARAGE DOOR m N �P•— ' RECESS a om FMB •� �o D m B"CMU WALL m B" CMU WALL I • , CORNER BARS, SAME SIZE AS LARGER BAR a' '° E i I IN FOUNDATION WITH 30" LEG EACH -0" • • WAY AT ALL CHANGES IN DIRECTIONS w TOP OF SLAB TOP OF SLAB I ,,. SO THAT THE STEEL REINF. IS CONTINUOUS ,.. Y' ..•' I MATCH AMOUNT OF CONTINUOUS BARS •I• CURBFOR • SEE SLAB SCHEDULE EXT. PORCH SLAB a BAR SIZE 48 BAR DIA. A 4" CHAMFER (1STORY) ' • . • SEE SLAB SCHEDULE TOP OF GARAGE _ I� '"w. CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE MASNRY UNITS SET p, AT ELEV: #3 18" W/ 12" ISOLATION,. 6" CHAMFER (2STORY) EXT. PORCH SLAB 4"CHAMFER (iSTORY) II p.{y JOINT (WHERE # #4 24" W/ 12" ISOLATION � �.1��7 5"CHAMFER (2STORY) ..' APPLICABLE) sEE scHEDULE _ #S 3D" JOINT (WHERE ;' �! APPLICABLE) � A SEESCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING FOR MD, BAR SIZE AND BAR QUANTITY #6 38" FOR MD, MR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AND BAR QUANTITY NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 SCALE 3/4"=1'-0 @ GARAGE SCALE:3/4"=V-0" CORNER BARS DETAIL DOOR OPENING SCALE: 3/4"=1'-0" 4 SCALE: 3/4"=1'-0" (1) #6 REBAR VERTICALLY W/ CONC. w POURED CELL LAP TOP PLATE A MIN. OF 48" o B" CMU AND NAIL W/ 16d COMMON VERIFY n NAILS, 2-ROWS, 4" O/C BTM. HEIGHT LAP TO OCCUR OVER STUD OF WALL W/PLAN m g #4 REBAR Q24" O.C. Qa CENTER OF SLAB 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP Q sw Q 6' I No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W/ Q I 2" CAPPED _ w NEW REINF. BAR Co. I SECURED W12-PART EPDXY. MIN. EMBED SPACING. SINGLE BTM. PLATE 1/2"xB" WEDGE ANCHOR W/Z' TO BE PT. PROVIDE DBL. TOP PLATE WASHER SET IN HIGH STRENGTH EPDXY 5-1/2" EMBED. MIN. (dU 16" OC — ' GALVANIZED PIPE a ¢ B", UNO SIMPSON SPH4 OR SPH6 MAX. �..4• • W/FLANGE @ BASE FOLLOW ALL MANF. BTM AND TOP PLATE 4 4" CONC., REINF. W/ Lr I SPECIFICATIONS FOR ANCHORS W/ 10dx 1 12' 6x6 ""#10 WWM ON m USE AND I COMMON NAILS FILL ALL 11 6-MIL POLY ETHYLENE 4 PREPARATION OF HOLES, DO NOT USE 10d w " VAPOR BARRIER ON w ° 4 4 HOLE. x 3" — SEE SLAB SCHEDULE �¢ • �I 1Q WELL -COMPACTED SECURE FLANGE TO � CLEAN FILL TERMITE SLAB W/(4)1/4"X21/4' o } +-0'-0" TREATMENT SHALL BE TAPCONS b ?O . TOP OF SLAB : �. BORA-CARE .�� •, . ' (2) CONT. #4 REBAR 4" CHAMFER (1-STORY) 4'�`� - •` f 6" CHAMFER (2-STORY) '• �_ ' a (2) #5 REBAR ON CHAIRS 2,000 PSF VIRGIN SOIL OR 96% EQ. EQ. SEESCHEDULE 12" MIN. DEPTH INTO W. COMPACTED SOIL FOR wxo, BAR SIZE AND BAR QUANTITY VIRGIN OR ENGINEERED SOIL p mD SLAB HEIGHT LE SS THAN T-e" PER PWN ADDING BAR TO r_,_'�INTERIOR CURB FOUNDATION WOOD WALL EXTERIOR MONO DEEP BOLLARD MONOLITHIC FOUNDATION SDALE:3/4"=,'-0 G 5 6 (W/ UPLIFT) FOOTING W/ BLOCK WALL SCALE:3/4"=1'-0" SCALE:3/4"=1'-0 M SCALE: 3/4"=1'4Y' LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON VERIFY HEIGHT LAP TOP PLATE TE A MIN. OF 48" NAILS, 2-ROWS, 4" O/C BTM. OF WALL W/ PLAN AND NAIL W/COMMON LAP TO OCCUR OVER STUD NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT STEEL REINFORCING IN GROUTED LAP TO OCCUR OVER STUD OF WALL W/PLAN CELL SEE PLAN FOR SIZE AND 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING SPACING REQUIREMENTS WALL W/ SYP No 2 STUDS SEE 2x4 OR Z16 WOOD BEARING PROVIDE BLOCKING PLANS FOR SPACING. SINGLE WALL W/ SYP No 2 STUDS SEE BTM. PLATE TO BE PT. CI PLANS FOR SPACING. SINGLE E PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO BTM. PLATE TO PT. SECURE BT. PLATE TO o a' SLAB MASONRY PROVIDE DBL. TOP PLATE SLAB W11 Dd MASONRY NAIL 6" O/ NAIL 16" O/C STAGGERED. 16" O/C STAGGERED. ADDITIONAL METAL ADDITIONAL METAL CONNECTORS NOT CONNECTORS NOT m REQUIRED WHEN NO REQUIRED WHEN NO o UPLIFT IS PRESENT. UPLIFT IS PRESENT. �, 8" CMU WALL W — +-D'-0" LINTEL CONT. (TYP.) SEE SLAB SCHEDULE 8" CMU FILLED CELL (TYP.) TOP OF SLAB SEE SLAB SCHEDULE I• WPOURED 2X WALL FRAMING TOP OF SLAB .. .' SEE SLAB SCHEDULE 12" DIA SIMPSON STB2 BOLTS 5" ..d • TOP OF SLAB 4. i �.' MINIMUM EMBEDMENT INTO "ISOLATED" COLUMN PAD GROUTED CELL, 4" FROM ENDS AND CENTERED UNDER WALL AND 16" O.C. VERTICALLY MAX .: POURED MONOLITHICALLY WITH 'd•' • — --- FOUNDATION AND SLAB 4 _� I SEESCHEDULE FOR QUANTITY SEESCHEDULE FOR AR SIZE EQ. EQ. SEE SCHEDULE AND BAR R AND MBAR QUANTRV Q FOR BAR SIZE BAR AND BAR QUANTITY ,T INTERIOR %INTERIOR FOUNDATION WOOD WALL COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO % CURB FOUNDATION WOOD WALL g 6DALE: 3l4"=,•-0" ( NO UPLIFT)BLOCK FOOTING AND COL. PAD WALL CONNECTION SCALE: 3/4"=1'-0" (NO UPLIFT) 1 N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.a bdesigngroup.com AA #: 0003325 W �$ g a 4 g a a C tin W 0 [ i3xmDrv. & M74 ABBOTT PARK LOT# 32 BLK. 7 PROJECT* 04181.000-32071 MODEL 3EAB "1504-ALLEX'I GARAGE S WING: LEFT PAGE: DETAILS 160 MPH E . C PAVERS FO MD, MR SEE Lzj— TRENCH FOOTING 1 ATALL PAVER AREAS SCALE: 12"=1'-0" LAP TOP PLATE A MIN. OF 48' AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/PLAN 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE P SECURE BT. PLATE TO SLAB W/ PROVIDE DBLL.. TOP PLATE WG 1/2'kg" EDE ANCHORW/Z' WASHER SET IN HIGH STRENGTH EPDXY 5-12" EMBED. MIN. @ 16" SIMPSON SPH4 OR SPH6 OC MAX. BTM AND TOP PLATE ANCHORS W/ 10dx 112" COMMON NAILS FILL ALL HOLES, DO NOT USE 10d x 3" ,SEE SLAB SCHEDULE SEE SCHEDULE FOR MD. BAR SIZE AND BAR QUANTITY r,-"�INTERIOR FOUNDATION WOOD WALL STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND MI4'READMll ' O.SE _ E SPACING REQUIREMENTS a B"CMU WALL #4 REBAR (TYP.) - +-0'-0" e W gg 8" CMU WALL T TOP OF SLAB � SEE SLAB SCHEDULE m u _ �� 1/2' RADIUS OR CHAMFER SEE SLAB SCHEDULE d . m .0 '';:' TOP OF SLAB d 4 ,d. •EQ.. , ••E.* ^ O SEESCHEOULE • MD. SAR WE SEE SCHEDULE FOR MD, BAR SQE AND MR AND BAR QUANTITY EXTERIOR STAIR DETAIL INTERIOR CURB FOUNDATION CMU WALL INTERIOR FOUNDATION CMU WALL 2 � 7 SCALE: 1/2"=7'-0 EXT. PORCH SLAB W/ 12" ISOLATION JOINT (WHERE APPLICABLE) 6" PVC CHASE — THRILL FOOTING STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS �w D % S' CMU WALL •'• SEE SLAB SCHEDULE 4" CHAMFER (iSTORY) 6" CHAMFER (2STORY) 0 MATCH STEEL f REINFORCEMENT _ PER SCHEDULE SEE D MR LE FOR NMD, MR SIZE AND BAR QUANTITY I UP OF SLAB T - - - - 4' TOP OF SLAB T •dARSIZE 8BARDIA #18" 24" d - -� 6" dPV CCHASE THRU FOOTING30 42" MATCH STEEL REINFORCEMENT PER SCHEDULE PVC CHASE THRU FOOTING 6 SCALE 34"=1'-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 w .abdesigngroup.Dom L AA #: 0003325 1- G y 9UHDIV. & LOT: ABBOTT PARK LOT# 32 BLK. 7 PROJECT* 04181.000-32071 MODEL- 3EAB "1504-ALLEX" GARAGE SWING: LEFT PAGE: DETAII S 160JRH E . C 43'-4" 37'-0" 33'A" 26'-0" 12'-0" El El El 13 �: F5 Y e e 24'-4" 28'-0" 32'-8" 39'-4" 44,_4., 48'-0" 62'-8" DOWEL PLAN SCALE: 1/4 = V-0" '•1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407.774-4078 ww W.abdeslgngroupxom AA M 0003325 W S rd IS 222SSS � pgpg a rr ff 4 F € S c S stmDIV. d¢ LOT: ABBOTT PARK LOT# 32 BLK. 7 PROJECT# 04181.000-32071 MODEL: 3EAB "1504-ALLEX" GARAGE 8MMG: LEFT PAGE: DOWEL PLAN 160 MPH C DAT)1� 06/14/21 SCALE: 1/4"=1'-0" 8HEET 51.E TIE VERTICALREBAR TO HORIZONTAL REBAR W/ 10" HOOK E GROUTED BOND BEAM C VARIES PER ELEV. d f 4: s o A CLEAN OUT REQUIRED FOR INSPECTION 0'-0" FIN. FLR. '. '•a TIE ERTICAL REBAR '4 TO HORIZONTAL REBAR W/ 10" HOOK 4_ BAR SIZE 48 BAR CIA. #3 18" n 0 M4 24" #5 30" #6 36" #7 42" HORIZONTAUVERTICAL REINFORCING SCALE: 3/4"=1'-0" EXT. PORCH SLAB W/ 1/2" ISOLATION JOINT(WHERE APPLICABLE) 6" PVC CHASE — THRU FOOTING STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND o a SPACING REQUIREMENTS �t 0. e 8" CMU WALL m OFFSET METHOD CONTINUOUS BAR SIZE 48 BAR DIA. METHOD � 24" HORIZONTAUVERTICAL #6 1 30" �� REINFORCING 4; 44•. L SCALE:3/4"=1'-0" SEE SLAB SCHEDULE ur ur Buie BAR SLZEJ 48 BAR CIA. e 4" CHAMFER (1STORY) o S. CHAMFER (2STORY) 18„ • MATCH STEEL REINFORCEMENT q4i� PER SCHEDULE SEE SCHEDULE FOR YMD,64SEE AND BAR ' MR SEERS PVC CHASE THRU FOOTING 4 SCALE:3/4"=1'-0" 4G REINFORCEMENT PER SCHEDULE #5 BARS a� B' ra r-v X� CMU UNIT DIMENSIONS ARE NOMINAL SIZES O m MASONRY SYMBOLS SCALE: 3/4"=1'-0" 1441 NOD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 w .abdesigngroup.wm AA #: 0003325 N N w 0 W N� 8xmx)rv. & IAT: ABBOTT PARK LOT# 32 B LK. 7 PROJECT# 04181.000-32071 MODEL• 3EAB "1504—ALLE)(" C;ARAGE SVWC;: LEFT PACE: DETAILS 160 MPH E C FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETAL20 W/ (14) 1 Od x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1Od x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H1 GA OR LGT2 W/ 10d x 1 112" HDG NAILS, FILLALL 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 REVIEWAND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS36, .177" " x 2 7/8" LONG, WITH WASHER @ 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. BEAM SCHEDULE ® INDICATES OPENING BELOW/T.O.B.=TOP OF BEAM I B.O.L.=BOTTOM OF LINTEL/T.OA.=TOP OFARCH/T.O.S=TOP OFSLAB ABBREVIATIONS E.E. =EACH END, O/C =ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. =THROUGHOUT MARK DESCRIPTION (psi) IZH, REINFORCEMENT[�:L REMARKS BTM. TOP MIO BB1 MASONRY 3000 Bx8 — (1)q5 GROUTED SOLID SEE SHEET S2.2A FOR SAFE LOAD TABLES 8F16-1T/OM/OB 8F16-iT/0M/0B SF18-1T/OM/OB LINO PROVIDE BB1 Imo WHERE ROOF TRUSSES 0 BEAR. TOP OF WALL 4 �� EL. 8'-0" UNO 1 �' K m m 6 ~ � v � a -w a - W� P O 2Z ' m; m a MOM FF614M ram , .am xv au w .+.. ,.e on eie8F16-1T/OM/OB w1013 uv...... . . BF16-1T/OM................................ ............... LIFT BEAM PLAN SCALE: 1/4" = 1'-O" 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 W w W.abdeslgngroupxom AA #: 0003325 O R S c S 9L7HD1Y. de I,OT: ABBOTT PARK LOT# 32 BLK. 7 PROJECT 04181.000-32071 MODElz 3EAB "1504—ALLEX" GARAGE SV NG: LEFT PAGE: LIFT BEAM PLAN AND NOTES %160 MPH E . C NOTES TO THE INSPECTOR/CONTRACTOR TYP. B"x8" 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING* N<E PLACE STEEL HEIGHT. REINFORCING(1-2) 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 pp�l TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 8' 16' b .IC RNER BAR W/ 30" LAP FOR EACH 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 COURSEOOF BOND BEA M / / 1#5 REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE TOP OF THE LINTEL 8 / 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16"DEEP. VERTICAL REBAR W/ 10" HOOK / P85E 0p 8.16 DBL BOND TOP OF 2 eQN BEAM W/(1)#S BAR BOND BEAM / 3LQSN EACH COURSE 8x8 BOND BEAM TOP OF • N�Np W/(1)#5 BAR BOND BEAM !. . aO• rvRICAL F = FILLED W/ GROUT I �\O<Np� U = UNFILLED GROUT SOLID FROM TOP NOMINAL LINTELTOTOPOFBOND OF OPENING OF #5'S, IN 2ND BOND BEAM, IF FILLED LINTEL _VI// WIDTH #5 BAR IN BOND BEAM BEAM COURSE �# SEE NOTE 5 u 8x8 PRE -CAST CONCRETE 6- M/0 CORNER PEE NCO NOMINAL-�� LINTEL W/(1)#5BAR (L2) MASONRY LENGTH OF BAR = WIDTH OF T/ a HEIGHT #OF#5'S, TOP OPENING-2' IT IS THIS ENGINEERS INTENT OR 2 BEAM DESIGNATION z THATXFX-IIT11WOBINDICATES ADOUBLEBONDBEAMDBEAMCOURBE #5'S, BOTTOM 8xBPRE-CAST CONCRETE REINFORCING OF BOND BEAM ANDXFXX-1T/OWOB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL(Li) REFER SCALE: 3/4"=1'-0" IT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATIONS AND XUXX - 1T/1M/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TOP LINTEL OF OPENING AND XUXX -1 T/OM/0B INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) SINGLE BOND BEAM 2x4 (MIN 2 X 3) 13/16 AT HIGHER ELEVATION TAPCON OR DRIVE PIN (MIN WINDOW SHANK SIZE.145 MIN HEAD SINGLE BOND BEAM it SIZE.300 MIN EMBEDMENT 1 AT LOWER ELEVATION 1/4") 8" FROM EACH END AND _ 18" O.C. MAX. MIN 1-1/4" A'S BAR BENT AS SHOWN .� 3 ,,IG PRE -CAST ..a EMBEDMENT 2x8 (MIN 2 X 3) 23/i6 TAPCON WINDOW OR DRIVE PIN (MIN SHANK SILL SIZE.145 MIN HEAD SIZE.300 = SLOPE MIN EMBEDMENT 1 1/4") B" m FROM EACH END AND 18" a tit O.C. MAX. MIN 1-1/4" EMBEDMENT § 2x8 (MIN 2 X 3)23/16 OPEN FACE SHELL SO TAPCON OR DRIVE PIN (MIN AS TO ALLOW BENT SHANK SIZE.145 MIN HEAD BAR TO BE PLACED IN SIZE. DO MIN EMBEDMENT 1 2X4 SOLID BLOCKING UPPER AND LOWER #5 MIN. REQUIRED IN 1/4") 8" FROM EACH END AND SECURE TO SHEATHING W/ BOND BEAM EACH CELL HOOKED IN 18" O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BLK. EA. END VCMU TOP BOND BEAM W/ EMBEDMENT STANDARDACIHOCK TYPICAL MASONRY WINDOW 7/16"OSB SHEATHING SILL CONSTRUCTION WALL CORNER BARS AT CORNER STEP ARCHWAY FRAMING DETAIL 3 5 3/4"=T-0" SCALE: 3/4"=1'-0" SCALE: PROVIDE 3" DIA. HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL SINGLE #5 CORNER 3000 TURNED Up , ORRTURNE DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM II I II / 8x8 CMU PIER PROVIDE #5 BAR W/ SINGLE OR DOUBLE REINF. BAR(S), AT EACH SIDE SEE PLAN, / STEEL REINF. OF OF ELEVATION ENSURE THAT PIER GROUTS BENEATH BOND. BEAM CHANGE 1 ' LINTEL CHANGE IN //lf1J1/ ELEVATION OF BOND BEAM 7 SCALE' 3/4"=1'-0" SINGLE LINTEL, MULTIPLE OPENINGS 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 w .abdesigngroup.00m AA #: 0003325 a � •V tj � ddd��� C Xw Ul K W 0 BUHDIV. & I,OT: ABBOTT PARK LOT# 32 BLK. 7 PROJECT* 04181.000-32071 MODEL• 3EAB "1504-ALLEX'I GARAGE 811117nrG: LEFT PAGE: DETAILS 160 MPH "LOTTS CONCRETE" / "CAST-CRETE" / "QUALITY" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL LOADS FOR SAFE UPLIFT LOADS FOR B" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD -POUNDS PER LINEAR FOOT SAFE LOADPLF SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 375.0 6-IT ITMB 1T108 leas 1TI0B TYPE LENGTH 8/8 PLAIN 8/8 SOLID TYPE LENGTH WIT en61T 84A-IT 804-1T 8r16 T MIT ere Is -ITn ITn ITn ITne 1Tn as-zr GM&W eao_zT eruzr s2sa am-zr 9'-0' PRECAST um3'-0' 662 3114 4217 5921 e428 7531 PRECAST an1024 3'-0' PRECAST 1699 9624 4394 526a 0132 7001 24e6 6113 saes 770e coal la000 1019 304 4394 5283 e182 7001 4W PRECAST 1085 700 23M 3125 am 4M56e7 0 4'' PRECAST 514 783 4'-0' PRECAST 1353 300 0 3615 4570 GM am 1901 e113 7192 am7027 8151 lava 9000 8815 4570 6ffi5 eon 4' 8' PRECAST 819 6n 1Tr0 24W 3033 3008 4300 4' 8' PRECAST 398 591 4' 8' PRECAST 120T 2502 M5 4N3 4711 Says I= P43 7547 67N $%I 75e5 1207 2767 3378 4043 4711 San Ste' PRECAST 931 1247 lees 2M3123 3e96 42W ��' PRECAST 411 411 5'�' PRECAST 1016 IM 2874 2044 3513 4004 1319 4400 7190 7342 57e0 e2� 1010 22M 2M 3300 3M 4094 5-10' PRECAST 817 lam Iasi 2M250 3009 3470 5'-10' PRECAST 340 339 5-10' PRECAST 909 1490 1971 2413 2915 Baer 11e1 3ee3 yen eoae e54e 67re 029 2M 2103 3107 3020 4133 8' 8• PRECAST 1130 32a7 9091 3707 4303 We/ PRECAST 410 721 8'�' PRECAST on 12DI IRS I= 2332 2= 1130 3227 4M 7054 10000 SUB8'�• 835 1888 23n 2790 3251 3712 T 8' PRECAST 5T0 sae 2408 2205 =6 3191 38e5 T-8• PRECAST 903 534 T$' PRECAST M900 1181 1402 1743 2= m 2We 3408 4M 7067 04n m 1e24 2= 2420 =7 gaze 8-4' PRECAST 428 0n 1593 2204 2481 n18 2e21 9 4' PRECAST 192 384 9' 4' PRECAST 454 M m948 1129 1310 e39 1874 229e 9081 40yy 4ey9 672 Isis 1649 1ee9 2164 2619 1014' PRECAST 388 467 1247 1767 1904 2103 2=8 10'4' PRECAST 151 301 194r PRECAST M 486 012 755 me 1042 ew 1407 lacy 2781 3222 37M 504 11eo 1472 1709 1710 I989 11' 4' PRECAST 330 644 1312 1742 2252 2M3830 111-c PRECAST 132 417 1114' PRECAST 430 4W 530 M 7n 872 544 1812 1742 2252 2M 9562 4ee 1042 1872 180 1470 1710 174r PRECAST 309 007 1210 lam 2048 2588 3191 IZ4r PRECAST 111 370 1" PRECAST 383 3N 476 au M lea 607 1210 1598 2010 2M 8171 410 940 1800 1 1980 1814 /47e 13'-4• PRECAST 270 433 1045 I= 1732 2157 25M 113W PRECAST 82 298 13'-• PRECAST aye 303 393 484 575 845 414 1045 1305 1732 nle 2e06 300 7W 105T 1312 1071 1203 14'-0' PRECAST 264 988 gm12n 1e09 toss We279 14'-0' PRECAST 71 290 14'-0' PRECAST 278 300 443 mwe � m 1zn Ieoe I= 378 717 yet 1102 975 1133 14' e' PRESTRESSED N.R.4N NR NR NR NR NR NR 14'$' PRESTRE88ED N.R. 283 14'$' PRESTRESSED 289 422 we m746 an Ion 14n 1=4 22n 2712 2N 00 9e0 1287 1474 1715 15'-4' PRESTRESSED N.R. NR NR NR NR NR NR 164" PRE37RE33ED N.R 252 15'4' PRESTRESSED 284 397 464 574 084 793 412 1014 1340 1703 2118 2518 230 61e on 1134 1353 15n PRESTRESSED N R NR NR NR NR NR NR iR4• PRESTRESSED N.R. 183 iT-0' PRESTO I 328 m451 567 M1T�• 300 an 1121 u13 1739 2D47 102 we 720 eo1 1135 1312 PRESTRESSED N.R.235 NR NR NR NR NR wt PFiE8Tf�S3ED N. 148 19'�' PRESTO 102 200 346 430 513 M 736 m 1200 1487 171e lee 420 023 am 950 1008 21'�• PRESTiiESSED N.R.21' NR NR NR NR NR NR 4' PRESTRESSED N.R. 125 21'-4' PRESTRESSED 142 219 308 381 454 627 teo an esa lone 11ee me3 637 eeo ate 943 27-W PRESTRESSED N.R. NR NR NR NR NR NR 2Z-T PRESTRE38ED N.R. 118 27-0' PRESTO 8 280 360 428 497 105 550 784 m 1203 I901 8 513 e59 779 900 2'Wr PRESTRESSED N.R. NR NR 1st NR NR NR 24'-0' PRESTRESSED N.R.91 24'-0' PRESTRESSED9 2444 2/5 802 880 41e 129 4e0 554 a24 1074 1147 455 581 e67 7ya - ALL VALUES TAKEN AS THE LESSER FROM TAFE LOAD TABLES' SY QUALrrY 2018 EDITION, LOTT'S MAY 2015 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE AND CASTCRETE MAY 2015 EDITION. - ALL PRECAST PRODUCT'S ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MINIMUM C 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 w .abdesigngroupxom AA #: 0003325 4 4g 9s s a c 5 8 e -stmnxv. & 1.07, ABBOTT PARK LOT# 32 BLK. 7 PROJECT* 04181.000-32071 MODEis 3EAB "1504—ALLEX" 3ARAC;E SVWG: LEFT PAGE: SAFE LOAD TABLES 160 MPH El . C TJ D-,Mg 08/14/21 SCALE: 1/4"=V-0" SHEET S2.2A FRAMING NOTES 1, U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETAL20 W/ (14) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1 Od x 1 1/2" HOG NAILS, WOOD TO WOOD: SIMPSON H1OA OR LGT2 W/ 1Od 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 FINALTRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" "x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 6" FROM THE CENTER OF THE COLUMN. T-0" CJ1 — '-- I n e n es u u n u n I n n n n n -e n u I e n n n n II n CJ3 t I n u en u It It I. Itn 1111 11 11e n e u n n n n CJ5 �__ or-T 1—r11-16 _T11�11-T1I�11 11—I 1 r=== i�'AI+ II II n� 11 11 11 11 11 � e n n n It n It I _ it 11 11 N F " I I II III II II II II II II II II II II I I II I II I II � II II II I �_ IIj e n e n u n n n n I n n n n n e n e e u a n n n e II I 1111 RIDGE w u e n eu n n n n n n n n n n n e n e n n n n u n e 11 e\ 11e 11u 11u n n n n n n n n e n e u e n n u n I I ll II III II II I II II � II II II II I I II 14 I I II I I I. Q CJS Q Q nI Ie I n n _n n _ II I u I I� I1 II II I� II II InI CJ3 = I III 11 11 11 11 A u n n n n a e e e n n CJ1 a IIte / \ U U U FRAMING PLAN SCALE: 114 = V-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 W W W.abdesigngroupxom AA #: 0003325 F e QQ G M ARK 2 PROJECT# 04181.000-32071 MODEL• 3EAB "1504-ALLEX" GARAGE SrrMG: LEFT PAGE: FRAMING PLAN 160 MPH E C A11) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 10d x 1 J' NAILS TO TRUSS B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH (12) 16d x i J' 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 �' NAILS TO GIRDER 11,2, 2x WOOD FASC4 - SEEARCHITECTURAL 2x SECURED W/ (3) 16d GALV. COMMON NAILS. 1x2 SECURED W! 10d GALV. COMMON NAILS 12" O/C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOFANALL/FLOOR SHEATHING FASTENER SCHEDULE" NOTE: APTSYP#22'x4", 6", 8" x 4'-0" 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 Q 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT = U:1810 LBS, L770 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'S/4"=1'-0" NOTCH DEPTH 1/4'D HOLE E IrDIAMETER HOLE DIAMETER 2/5'D SGL STUD OUTER 113 OF SPAN ONLY BTM.— PLATE STUD NOTCHING AND BORING LIMITS LIMITS SCALE: 1 1/2'=1'-0" EDGE >5W HOLE DIAMETER <315'D DBL. STUD ENGINEERED WOOD TRU Q 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL (1) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 10d x 1 }' NAILS TO GIRDER, PROVIDE 5" MINIMUM CONCRETE EMBEDMENT. USED IN CONJUNCTION WITH HEAVY UPLIFT CONNECTOR PLYWOOD SHEATHING, SEE "ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE" NOTE: APTSYP#22'x4". 611, 8" x 4'-0" MAYBE ADDED W! 10d NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE GIRDER TIEDOWN REQUIREMENTS. L-AT D GIRDER TIEDOWN TO WITH (4) �" z 5" TITEN HD TO CMU AND (12) SIDS (4)J'x "TITEN }'x 2}" TO GIRDER B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH (2)k" x 5" TITEN HD TO CMU AND (18) SDS }" x 1x2, 2x WOOD FASCIA 3" TO GIRDER SEE ARCHITECTURAL C42) SIMPSON FGTR GIRDER TIEDOWNS WITH 2z SECURED Wf(3) 16d (2)�' x 5"TITEN HD TO CMU AND (18) SIDS +' 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 12" O/C SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) TYPICAL ROOF 2Q GV Lc GIRDER CONNECTOR(S) SCALE: 3/4"=1'-0" # 1100 UPLIFT SIMPSON — HTSM20 W/1010d TO TRUSS AND (4) 1/4" x 2 1/4" 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 2 1/4" TITEN 2 ANCHORS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TITEN 2ANCHORS MIN. 2" COVER 8 2" APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 3 SCALE: (2) 2114 No.2 SYP OIAG. 2,1 BLOCKING BETWEEN BRACE W/ (3) 12d Q EA. TRUSSES WHERE TRUSS (DIAG. BRACE TO X43RACING IS PRESENTAT COVER 5 TRUSSES) 4'-0" O.C.(AT SHEATHING 0'-0" TO 30'-0" (1) "X" BRACE SEAMS) 30'-1" TO 60'-0 (3) "X" BRACE SECURE 2x PT. PLATE "X" BRACE Q CENTER TO BLK W/ D OR 10'-0^ MAXI. * 2 X" BRACE DIVIDED EQUALLY L / ( )" ANCHOR BOLT W!IG ^ FROM CENTER TO END. WASHER SET IN HIGH 2x WOOD FASCIA, STRENGTH EPDXY 6" 1x4 DIAGONAL BTM. CHORD MIN. EMBED. AT 32" OC SEE ARCHITECTURAL MPX BRACING, SEE PLAN FOR LOCATION PRE-ENG GABLE TRUSS SECURE GABLE T02x8 P.T. PLATE W! 12d's 8" MAY NOT BE -ry — STIFFBACK (AS PER O.C. MAX REQUIRED TRUSS ENG) CONT. 2x4 SECURED W! (2) 10d's Q EACH TRUSS TO BE INSTALLED Q BTM. CHORD OF TT_ Tf TT WOOD ROOF TRUSSES O.C. MAX. I o'-0" 1z4 BTM. CHORD BRACING 6'-0" O/C —END WALL OR OTHER MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF 1 T-O" O!C MAXSECURED W1(2)10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD INTERSECTION TYP. BTM. CHORD BRACING 6 SCALE: 3/4"=1'-0 SEE SCHEDULE FOR BOND BEAM REQ. BLOCK WALL W/ GABLE END 7 PRE-ENG'D TRUSS SCALE: 3/4"=1'-0 THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAYBE USED SO LONG AS THE NEW STRAP HAS EQ UIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES 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 Ft AND F2 FORCES. 11 ALTERNATE MATERIALS SCALE: 3/4"=1'-0" 04 ii 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 w .abdesigngroup.00rn AA #: 0003325 F 0 Q 9 m i ® c S c LIN' 9XMDIV. & LOT: ABBOTT PARK LOT# 32 BLK. 7 PROJECT 04181.000-32071 MOMM 3EAB "1504—ALLEX" GAItAOE SMMG: LEFT PAGE: DETAILS L160 MPH ER. C PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES STRAP TRUSS TO PL. PRE{NG AT FIRST TWO BAYS 4'-0' O.C. Q PRE{NG'D WOOD SEE SCHED. BELOW ROOF TRUSS SHEATHING SEAMS) (BLOCKINGG TRUSS (TYP) Q 24" O.C. NOT SHOWN FOR CLARITY) MAX 0 2X4DIAGONALBTM. CHORD PER ELEVATION BRACING. SEE PLAN FOR FOR STRAPPING LOCATION VERIFV pRE{NG ROOF TRUSS %5/8" SECURE 2x6 PT. PLATE TO BLK W/ TRUSS PLAN TMW 7O TOP PLATE GYPSUM BOARD OR 12' HIGH W/ 12' DLA. ANCHOR BOLT W/2" — A-SIMPSON MTS12 STRENGTH CLG. BOARD 4x4/4x6 SYP NO.2 WASHER SET IN HIGH U < 990 LBS W/ (14) 10d SECURE TRUSS TO TOP PLATE W (2) WOOD POST TO STRENGTH EPDXY 6' MIN. GALV. NAILS. 16d TOENAILS SLAB. SEE EMBED. AT 3Z' OC MAX. B -(2) SIMPSON MTS12 DOUBLE TOP PLATE SCHEDULE SECURE GABLE TO 2x8 P.T. U < 1420 LBS W/ (14) 10d BELOW FOR PLATE W/ 12d's 6' O.C. MAX GALV. NAILS EA. STRAP 2x4 OR 2x6 WOOD BEARING CONNECTION WALL W/ SYP No 2 STUDS SEE FL#17239 PLANS FOR SPACING. SINGLE CONC.POURED BTM. PLATE TO BE PT. LINTELCOURSE PROVIDE DBL. TOP PLATE • PROVIDE BLOCKING o• 'O' SIMPSON SPH4 OR SPH6 BTM 1/2" GYP. WL BD. AND TOP PLATE ANCHORS W/ 10d x 1 1f2" COMMON NAILS SECURE ST. PLATE TO SLAB W/ CONT. 2x4 SECURED W/(2) 1O's @ EACH d FILL ALL HOLES, DO NOT USE 1/2'x9" WEDGE ANCHOR W/Z' WASHER SET IN HIGH STRENGTH TRUSS/WOOD POST CONNECTIONS TRUSS TO BE INSTALLED 0 1 Y-O" O.C. MAX. lod x3' EPDXY 5-1f2" EMBED. MIN. Q 16" 108 10b 1 OCi OC MAX. SCALE: GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL • A - SIMPSON MTS-12 U < 990 LBS W/ (14) 10d GALV. NAILS. • B - SIMPSON HTS-20 U < 1310 LBS W/ (20) 10d GALV. NAILS. C - 2-PLYSIMPSON VGT/HDU4 U < 4665 LBS VGT TO TRUSS W/ (16) 1/4"x3"SDS, (1) 5/8"• A.T.R. TO HDU4 AND (10) 1/4"X 21/2" BIDS TO POST TRUSS CONNECTION @ L.B.W. PawroamooLaEonon SCALE'314"=l'-0' A&B- SIMPSON ABU44Z POST BASE<U:1,9DO G'5,66OW/618DIA. x6'EXP. BOLT SIMPSON ABU46Z POST BASE <U:2,300 G:10,335 W/ 5/8 DI.4 x 6' EXP. BOLT C-SIMPSON HTTS POST ON SLAB <U:4,565 W/5/8'A.B. WITH MIN. T' EMBEDMENT TO SLAB & (26) 16d x 2-1/2'NAILS TO POST. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 ww W.a bdesigngroup.com AA #: 0003325 W S t It o N. E: ti not 9UBD1V. & LOT: ABBOTT PARK LOT# 32 BLK. 7 PROJECT# 04181.000-32071 MODEL• 3EAB "1504—AUEX" GAIIAGE SWING: LEFT PAGE: DETAILS %160 H W. C rF-� HIV Boor rF.K ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-16 ZONE 1 = 52.70 PSF (62.70) ZONE 3 = 60.50 PSF (70.50) ZONE 2e = 60.50 PSF (70.50) ZONE 3e = 69.80 PSF (79.80) ZONE 2n = 69.80 PSF (79.80) ZONE 3r = 83.80 PSF (93.80) ZONE 2r = 69.80 PSF (79.80) "A"= 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 160 MPH EXPOSURE CATEGORY: "C" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT: +/- 0.18 ROOF DLWOtAGN FOR ASPHALT SHINGLE ROOF, USE MIN 19/32" STRUCTURAL SHEATHING EXP 1 (40120), FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 19132" 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/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE SIZE HEAD LENGTH DIA. TENSILE STR. SHANK ASTM 10tl RING SHANK 21/2' 0.131 F1667 SCREW SHANK 170.000 RING (16-20 RINGS RSRS-03 8d RING SHANK, 23/8" 0.113 F1667 SCREW SHANK PER INCH) RSRS-01 Sd RING SHANK, PNEUMATIC 2318" 0.113 Fi667 SCREW -NAILS RSRS-01 RAF IEK UK IRUSS ROOF SHEATHING EXTERIOR SHEATHING i r USE 12" COX OR 7/16" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" o ❑ O.C. AT PANEL SIDES AND Bd RING SHANK GUN NAILS 4" O.C. TOP 8 ## BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6' O.C. AT m INTERMEDIATE SUPPORTS OR 7116" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL U BUILDING LENGTH L n ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING ROOF SHEATFNG A7TA0}EMENT 8PAC 0 NOTE GABLES -DROP GABLE END & (1) ADD'L DROPPED ZONE 1. 10d NAILS 4" O.C. ON EDGE AND 6" O.C. IN FIELD TRU55 2.4#2 SYP OUTLOOKER RAFTER W/ BLOCKING @ ZONE 2e, 2n. 2r 1 Od NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD 16'O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP ZONE 3,3e, 3r 1 Od NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD BLOCKING @ 16" O.C. FIRST 4 BAYS W/ (2)12d NAILS EA END,ATTACH ROOF SHEATHING TO RAFTERS 2/ NOTE ROOF SHEATHING THICKNESS WAS CALCULATED AND ADHERES TO ASCE 7-16 W RING SHANK GUN HALLS@ C O.C. OP 4 BOTTOM EDGES x 4# �o V Z O m @ - - 10d RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT' TABLE FOR FIELD SPACING C#82" DECK SCREWS @ 6"A" O.C. MAX @ EQGES 8 1Z' O.C. MAX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING GENERAL NOTES: STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT ARCHITECTURAL DRAWINGS FOR SLEEVES DEPRESSIONS AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2020, 7th EDITION ACI 318-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, TMS 402/602-16 AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-16 AND AISC SPECIFICATIONS ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAW NGS. FOLLOW WRITTEN DIMENSIONS ONLY, ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART OF THE WORK. ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C331C33M. MAXIMUM AGGREGATE SIZE SHALL BE YAM. PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER WOOD: NON -BEARING WOOD WALLS TOP PLATES 8 STUDS CAN BE SPF. ALL EXPOSED EDGES OF CONCRETE ARE TO BE CRWFERED N4. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES. BRACING, LEDGERS, BLOCKING, CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO.2 OR BETTER. Fb= 1103 PSI ANDA MODULUS OF PROMOEfiA11L CONTINUOUS POLYETHfLENEVAPgi BPF2RIER UNDER ALLSLA&SON-DROUNO WHERE INDICATEDON MEMBRANE ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE DRAWINGS. SEAMS LAPPED fi INCHES AND SEALED WITH ADHESIVE 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 FORMWWOM CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0,42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347 LATEST W/DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT EDITION; RECOMMENDED PRACTICE FOR CONCRETE FORMu WORK. CONTAINS MORE THAN W OF HEARTWOOD. E)(CLUSIONS FRAM THESE PLANS: MINIMUM NAILING PER FBCR 2020, 7th EDITION. SEE NAILING SCHEDULE ON PLANS. WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE 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 MAYBE REQUIRED BUT ARE BY OTHERS. SYP #2. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH: AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING ERECTION, THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. WELDED WIRE MESH, SHALL BE ASTM A1064IA1064M, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE WOOD TRUSSES: ACI TYPICAL DETAILS. MINIMUM LAP SHALL O" ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2' CHAIRS SPACED 3'-0' OC, EACH WAY. TOE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE "NATIONAL DESIGN SPECIFICATIONS FOR I THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION STRESS ADE LUMBER AND ITS FASTENINGS- THE NFPA. TRUSS DESIGNS SHALL SIGNED AND REQUIREMENTS AND SLAB-OWGRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS, BY E O DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036' AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. RE MR SHALL BE ASTM A615A615M GRADE 401N CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 MEETING THE REQUIREMENTS OFASTMA446/A446M. GRADEA, AND SHALL BE HOT -DIPPED GALVANIZED. GRADE 601N MASONRY DEFORMED BARS FREE FROM OIL SCALE AND RUST AND PLACED IN ACCORDANCE DESIGN LOADS: WI THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD CONSTRUCTION:, AND METAL LATEST EDITION" ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S TIONS FOR HANDLING, I COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED psf 20 pst TOP CHORD -c.... nt REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 36" WOOD TRUSSES. 10 pe BTM CHORD -I-Concurlsnt #5 BAR - 30" #7 BAR - 42" TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 36'x 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSIIASCE 788: t990. 18 pId TOPCHORD pTOP CHORD (7 psf W/ASPHALT SHINGLES) (1 11 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. 5 psF BTM CHORD 10 CHORD 5 THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH O RESIST WIND UPLIFT: 10p0 LOADD TTO R 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 SO W WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL STAIRS LIVE LOAD C psf RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF 8 FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED ASA GUIDE FORBEARING WIND: DEAD LOAD SPEED (ASCE 7-16 (FBC R2020) 020) MPH 3- SECOND GUST EXPOSURE C. RISK CATEGORY 10 INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY 8 ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10psf, UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS S ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE20psf, HABITABLE ATTICS AND ATTICS SERVED WTH FIXED STAIRS' 30psf, BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE AND DECKS: 40psf, GUARDS AND HANDRAILS: 200ps(, GUARD IN -FILL COMPONENTS: 50psf, 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 4Dpsf p/�•� MA ONW- PLAN SHOW NO COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), PS PUBLISHED BY 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. THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL BLOCK WALLS SHALL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK OF THE DELEGATED TRUSS ENGINEER. VIAND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. ONF R ANTE WITELLH MANUFACTURED IN CONFORMANCE WITH ASTM CEO, GRADE t'm = 2000 PSI. BLOCK SHALL BE PLACED USING AND CLADDING VIAND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAW WINGS SUBMITTED WITHOUT 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. ALL INSTANCES, THE CONTRACT ASTM C476 AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF WOO PSI AT 28 DAYS UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP ORANNGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BEE PLACED MA SLUMP OF WTO 1D". USE ONLY MECHANICAL VIBRATION AT TO CONSOLIDATE GROUT. FOUNDATIOW SITE PREPARATION: TYPE MM" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING 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 NTH ASTM D-1557. TREAT ALL CELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY REINFORCING. SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GE -TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS).. U.N.O. MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GE0.7ECM. ENGINEER. STRUCTURAL STEEL' THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE CONCRETE: SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36IA36M, Fy =36 ksi FOR ANGLES, PLATES, AND WSHAPES. STRUCTURAL TUBING SHALL BE ASTM A`-'�A 00M, GRADE B, Fy = 46 ksi. STRUCTURAL PIPE SHALL BE ASTM A53/A53M, GRADE B. TYPE E OR S, Fy = 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB-0ON-GRADE 35 ksi. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. SO PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURALTERRACE SLAB. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL CONTRACTOR SHALL SUBMIT PROPOSED MIXDESIGNS, WITH HSTORICAL STRENGTH DATA FOR EACH SEPARATE LAX PRIOR TO OTHERB LL BOLTS THE TURNED ELEMENT. BOLTS ASTMRDAN CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5-4- PRIOR TO THE ADDITION OF PLASTICIZER EWIT HETURNHWASHERSUNDER SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. TIGHTLTS ENED CONCRETE SHALL COMPLY WITHALTHE REQUIREMENTS OF ACI 3IBAND ASTM C94(C94M OR MEASURING, MANG, TRANSPORTING, ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. ETC. CONCRETE TICKETS SHILL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE M)UMLM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MNLITES IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HEIR FOR LONGER THAN 9D MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBIUTY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF MY 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) EX . B. FOR CONCRETE POSED TO EARTH AND/OR WEATHER: 1-12' FOR 05 AND SMALLER 2" FOR #6 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER Y4M FOR SLABS. WALLS AND JOISTS 1-12' FOR BEAM AND COUAW PRIMARY REINFORCEMENT, TIES, STIRRUPS FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER SP- rac awn eB e-wc -qsr.. E. LB"gA.IXV ExPAHslov BOlr CIC (YB"qN wO dsT.. 1. . E STAGGERED To _NRY'Co. ��CONTACT O'C Ivz qN - THIS ENGINEER FOR SPACINGq� °E° REQUIREMENTS Exr. sm s Brio Ino vasHw- .,Tl "IEDGE - ] za o.c . 114•AA LES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, W NDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURERS SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAR SHALL BE HILTIX-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETERAS 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 WITH A WOOD DOOR FRAME. 1x MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPCONS OR PAR TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.a bdesigngroup.com AA #: 0100.21 r a bg i yj�pB{ q$ R a 93 � SU33DIP. & LOT: ABBOTT PARK LOT# 32 BLK. 7 PROJECT#y 04181.000-32071 MODEL 3EAB "1504-ALLEX" GARAGE SWMG: LEFT PAGE: DETAILS 160 H EA C DATE: 06/14/21 SCALE: 1/4"=1'-0" '. EXT SHEATHING ATTACHMFN7 TYP. 3r4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS S N1 1 © TRIM NAIL INSTALLED THROUGH - FASCIA @ 16" O.C. MAX 70 STAPLES INSTALLED - THRU SOFFIT AT NAIL HEM AND IN VALLEYS FASCIA WOOD BOARD BY OTHERS O STAPLES INSTALLED THRU SOFFIT AND J-CHANNEL AT NAIL OFFITO HEM AND IN VALLEYS STAPLES INSTALLED 12" O.C. MAX (INTO HANNEL 30 7OWOOD) IN J-CHANNEL SLOT lo—g" MAX. 11CTA11 A 7O STAPLES INSTALLED @ 12" O.C. MAX (INTO WOOD) IN J-CHANNEL SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) 2X2 WOOD BATTEN @ TAPLES INSTALLED Q7 THRU SOFFITAND J-CHANNEL AT NAIL HEM AND IN VALLEYS #8X3" WOOD SCREW OR TAPPING SCREW, BATTEN ATTACHMENT FASTENER SPACED 24" MAX. O.C. g' MAX=-04lo— DETAIL DO STAPLES INSTALLED- -/-CHANNEL THRU SOFFITAND J-CHANNEL AT NAIL FASCIA HEM AND IN VALLEYS O SOFFIT—1 30 J-CHANNEL-/ e 11rTA 11 r TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION —SPAN 'L'=lo t� SPAN 'L=io_ 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 (NOTE:1) OFFIT--/" SEE DETAIL'D' SEE DETAIL'E' EAVE CROSS-SECTION SINGLE SPAN W/J-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 2-1/4" EMB. �1X2 WOOD BATTEN 11 OFFITO J-CHANNEL O DETAIL B MAX. J-CHANNEL FASCIA 12 BATTEN STRIP ANCHOR 1 Od NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO OSTAPLES INSTALLED - THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS O 11 1X2 WOOD BATTEN-�i 2X2 WOOD BATTEN 10 O SOFFIT INSTALLATION SCREW, Q J-CHANNEL— BATTEN ATTCHMENT Q 11. FASTENER SPACED 24" gO 8 MAX O.C. STAPLES INSTALLED @ DETAIL C 12" O.C. MAX (INTO O WOOD) IN J-CHANNEL J-CHANNEL O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR EAVE WIDTH (ROOF OVERHANG) CONCRETE; CMU OR WOOD (NOTEA) BY OTHER INSTALLATION SCREW, EMB. BATTEN ATTCHMENT FASTENER SPACED 24" g0 MAX O.C. STAPLES INSTALLED @ 12" O.C. MAX (INTO 7O WOOD) IN J-CHANNEL O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR WOOD (NOTE 1) WOOD (NOTE 1) NOTE 1: MINIMUM SPRUCE -PINE -FIR FRAMING OR CONCRETE/MASONRY. BUILING CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET. VC IMIL -% 12" TRIPLE 4 FULL-0-VENT SOFFIT ECO VINYL -NO. 639 1441 N. RONALD REAGAJIBLVD. LONGWOOD, FL 32PH: 407-774607FAX:407-77440wwW.abdesigngmup AA #: 0003325 w $1gill c a a�jc S c BLIHDIP. do MM ABBOTT PARK LOT# 32 BLK. 7 PROJECT# 04181.000-32071 M0DEL- 3EAB "1504-ALLEX" GARAGE $WING: LEFT PAGE: SOFFIT DETAILS 160 tPH EX. C �n Ifs `��` 77s,3 ��c/me. !�, Jr J